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甘12G8：支护与边坡工程.pdf

设计非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50资料路肩墙A均布荷载=10kPa路肩墙B均布荷载9=30kPa核选用号YJA2YJA3YJA4YJA5YJA6YJA7YJA8YJA9YJA10YJB2YJB3YJB4YJB5YJB6YJB7YJB8YJB9YJB10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000400450500550600650700750800400450500550600650700750800ha7090110140160190210240270100130150180200220250280310截b56075094012201430163018402160238091011201330163018302030224026002820面170190210230250270290310340170190210230250270290310340尺Ba7109201120141016401860208024202650105012801500181020402250247028403080寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0.100.100.100.100.100.100.100.100.100.100.100.100.100.100. 100.100.100.1038.938. 938.938.938.938.938. 938.938.938.938.938. 938. 938.938.938.938.938.9Ba1224 40659112015521125721375688119153192256308ks1. 441. 391. 401. 361. 371. 371. 371. 321. 32主1. 301. 361. 391. 351. 361. 361. 371. 331. 33要kt1. 711. 631. 611. 621. 611. 611. 611. 601. 601. 931. 781. 711. 681. 651. 621. 611, 611. 61参Pi7311114618421925428833537076116156198238280319362401P20159142026232821212022数4V1. 172. 313. 846.158. 6111. 4814. 7619. 4823.821.843. 395. 338.1411. 0014.2017.8823. 2928. 05ha120150180210240270310340170200240270300330380410扩he350400450490540590630680350390440480520570610660展be1220148018402120239026603120341016901990241027103000328037804080基P4258749010712313815544597590105121137152础7Φ128±128 Φ127虫146Φ166 ±167Φ167Φ167Φ127Φ128Φ127Φ147 Φ146Φ167Φ167 虫160.540.720.981.201. 451. 732. 142.480. 750.951.251.501.762. 062.512.88注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名仰斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，为延米钢筋量。及参数表（三）页次27

计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.302资料路堤墙边坡高h,≤H边坡宽b,=1.75xh,q==30kPa路堑墙边坡坡1: 1. 75选用号YT2YT3YT4YT5YT6YT7YT8YT9YT10YQ2Y03YQ4YQ5YQ6度YQ7YQ8Y09YQ10墙高H2000300040005000600070008000900010000200030004000500060007000800090000000h7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180h400450截500550600650700750800400450500550600650700750800hn3104205207008109301050128014102904205607609101060121014901650面b680810940尺1430162018102010281030605408301120177021302490285038804310170190210230250270290310340170190210230250270290310340寸Ba15702100262034904070466052506410705014402120279038204560531060507430824020.800. 800.800. 800.800. 800.800.800.800. 800. 800. 800. 800. 800. 800. 800.800.80n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 20049. 548.447.746. 846. 546. 346. 145. 445. 353.153. 954. 254. 254. 254. 254. 254. 254. 2主ks1.311.301. 301. 301. 301. 301. 301. 301. 301. 311. 301. 301. 301. 301. 301. 301. 301. 30要kt4. 193. 613. 333. 603. 473. 383. 333. 683. 634.184. 043. 984. 454. 424. 404. 384. 964. 94参Pi41679511614216919620923534557691111131151158177数P244627910412214015919021058851131471752042332733032. 525. 058.4414. 2720. 0126.7234. 4747. 8958.572. 285. 119. 0715.7422.6630.8440. 2956.1169.23ha710840960109013001440扩he550590640690750790展be356041804800543065207190基Pk108129150171197218础6Φ 166±167±167±166±18718Ve2. 443. 023. 694.435.756. 61注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页图名折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量截面尺寸及参数表（一）页次34

设计非抗震及抗震设防烈度为60.05g)、7 (0. 1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50资料路堤墙边坡高h,≤H边坡宽b,=1.75xh,q=30kPa路堑墙边坡坡度1:1.75核选用号YT2YT3YT4YT5YT6YT7YT8YT9YT10YQ2YQ3YQ4YQ5YQ6YQ7YQ8YQ9YQ10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hj7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180截h;400450500550600650700750800400450500550600650700750800ha2102803604805606507308809702102603405006107008009801080面500500500500500500500710750500500500尺50052061071012101340bj170190210230250270290310340170190210230250270290310340寸Ba107014101800241028103230367044104850107013101690250030303510401048905420m20. 350. 440. 520. 690. 710. 730. 750. 800. 800. 350. 350. 450. 740. 800. 800. 800. 800. 80n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20050. 649.348. 447. 046. 646. 346. 045. 245. 054. 454.955. 055.055. 055. 055. 055.055. 0主ks1. 371. 311. 321. 311. 311. 311. 321.301. 301. 771. 391. 311. 301. 301.301. 301. 301. 30要kt2. 201. 831. 751. 821. 761. 741. 731. 811. 792.902. 021. 852. 062. 062. 042. 042. 212. 20参P16712017021126231235939344346107163187228271312328368数P21550116332118443329668090102140153V1. 723. 355. 659. 3913.1417. 6022. 7931.1438. 071. 723.125. 349. 7414.1419.2425. 2035.2143. 40hd3704806307408609701150127031042058070082094011101230扩he360400450490530570630670400430500540590630690740展be1840239031303710429048705740635015402090290035104100469055506160基Pk48648510211913615917659 78109133155177206229础7Φ128±128Φ127±146±167±188±187±228±128±127虫146±166 ±167±167±166±18Ve0.841.171. 672. 102. 573. 093. 974.600. 781.101.742.242.803. 374. 355.11注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、220、21页折背式路堤、路堑墙图集号图名甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。截面尺寸及参数表（三）页次36

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=40°基底摩擦系数μ=0.50资料路堤墙边坡高h,≤H边坡宽b,=1.25xhq:=30kPa路堑墙边坡坡度1:1.25核选用号YT2YT3YT4YT5YT6YT7YT8YT9YT10YQ2YQ3YQ4YQ5YQ6YQ7YQ8YQ9YQ10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hi7601150153019102290267030603440382076011501530191022902670306034403820hz142018502470309037104330494055606180124018502470309037104330494055606180截h;400450500550600650700750800400450500550600650700750800hn160200240270310350400470520160200240270310370450520600面b500500500500500500500500500500500500500500500500500500尺b;170190210230250270290310340170190210230250270290310340寸Ba10901330157018102050232026503110.3490109013301570181020702500297034704010m20. 350. 350. 350. 350. 350. 360. 390. 450. 480. 350. 350. 350. 350. 360. 430. 500. 560. 62n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15640.739. 839. 338. 638. 438. 237. 937. 237. 043.143. 243.342.442.542.442.340. 840.7主ks2.512.161. 971. 641.581. 551.581. 501. 543. 112. 311. 991. 631.551. 571. 601. 491. 52要kt3.282.502.141. 791. 671. 611. 621. 601. 633. 982. 822. 331. 941. 801. 841. 891.841. 91参40741171882483063494134482859101171231268297363389数P244 53553117610418607785716382109110143V1. 743.154. 937. 079. 5812.5916. 4321. 6627. 051. 743. 154. 937. 079. 6813. 5918. 4824.2431. 11ha260340400460520620680310370440520610690扩hc460460490530570610660500530580630670720展be1760224026503060348041204570206024702940343040904630基P7789103118137157178106124149176201230础6±147±147Φ147Φ146±167±167 187±147Φ146Φ167±167±166 ±18Ve1. 001. 231.501.832.202. 743. 251. 241.531. 962. 473. 063. 71注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，为延米钢筋量。图名截面尺寸及参数表（九）页次42

设计非抗震及抗震设防烈度为6（0.05g)、7（0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.30简图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载q=30kPa核选用号ZJA2ZJA3ZJA4ZJA5ZJA6ZJA7ZJA8ZJB2ZJB3ZJB4ZJB5ZJB6ZJB7ZJB8墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700hn210280350450520590660330390460570640660730截b62080098013101520172019201220139015601960216020702260面170190210230尺250270290170190210230250270290学寸Ba10601400174022302590295033201640197023002850322032903650m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 200. 200. 20633. 133.133.133.133.133.133.133.133.133.133.133.133.133.1Ea17345692128170218295280124167195247主ks1. 321. 311. 311. 301. 301. 311. 311. 311. 301. 301. 301. 311. 311. 30要kt2. 642. 372. 252. 362. 302. 272. 254. 183. 192. 782. 842. 69参2. 432. 361: nP60971351652022382744885124154191234272数BP2111081717181830312940402928V1. 533. 014. 998.1511. 3915.1619. 462. 594. 597. 0911, 0914. 9217. 3921. 95ha1450570660760860550680780830930扩he4004504905405801430480510550580展be2250283033203800429027703410392041404640基Pk55728699113648195105118础8±128±127±147 ±146 168±127±147±146±166±16Ve1. 111.531. 902. 332.781.481. 972. 362.603. 03注：1.表内尺寸单位以毫米计DB34／T 3105-2018 化肥厂氨罐区防雷技术规范，有关符号及其意义见说明第3、20、21页直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（一)页次43

设计非抗震及抗震设防烈度为6（0.05g）、7(0.1g)度填料内摩擦角9=30°基底摩擦系数μ=0.40简图资料路肩墙A均布荷载qx=10kPa路肩墙B均布荷载=30kPa核选用号ZJA2ZJA3ZJA4ZJA5ZJA6ZJA7ZJA8ZJB2ZJB3ZJB4ZJB5ZJB6ZJB7ZJB8墙高日20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha220280350440510590660290360430530600630710截b4905106308109301050117087095010401300141012901420面6,170190210230250270290170190210230250270290校尺Ba11001380175021802550293033001460180021402650301031603540寸m20. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200.200. 200. 200. 200. 200. 200. 200. 200. 200.200. 20033.133.133.133. 133. 133.133. 133. 133.133. 133.133.133.133.1Ea173456921281702182952 80124167195247主1. 631. 391. 431. 351. 371. 371. 301. 311. 301. 311. 321. 340 =要ks1. 361. 31kt2. 682. 092. 072. 052. 032. 022. 023. 032. 452. 222. 262. 172. 042. 04参1: nPi55951251601922242565694131162198233264数TP21211110019149141111V1. 462. 594. 386. 909. 6812. 9116. 622.133. 795. 879. 1412. 3114. 4618. 46ha460580680780880//550680780840940扩he3804304705105601400440480510560展bec2320290033903900440027703390391042104710基Pk486173849654 698088100础7 ±128Φ127 ±147 ±146 ±167±128±127 ±147Φ146 ±16Vc1. 091. 491. 862. 272. 741. 361.802.202. 452.94注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量，图名及参数表（二）页次44

注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。 2.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。

设非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.30简图路肩墙A均布荷载q=10kPa路肩墙B均布荷载=30kPa核选用号ZJA2ZJA3ZJA4ZJA5ZJA6ZJA7ZJA8ZJB2ZJB3ZJB4ZJB5ZJB6ZJB7ZJB8墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700ha220270320380430490550230290350430490530590截b490490490490500560610560590620面780830740800尺170190210230250270290170190210230250270290Ba11001360162018802140246027701170146017402150246026302950寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2027. 427. 427. 427. 427. 427. 427. 427. 427. 427. 427. 427. 427. 427. 4Ea1122 37618511314419345382111129163主要ks3. 222. 361. 981. 491. 401. 411. 411. 311. 311. 311. 301. 311. 361. 37kt4. 073. 052. 582.141. 991. 991. 972. 672. 25参2. 052. 092. 031. 981. 981: nPi3966961391752032335792128158190215244数P2262724101201483411V1. 462. 543. 865. 427. 289. 7212. 441. 582. 814. 346. 779. 1210.9013.87ha490570650740460560650700790扩he440470510550390430470510550展be243028403270369023002810325035003930基586777884963738192础8 ±127±147 ±146 ±167±128±127±147±146±16Ve1.281, 551. 892.261.101. 451.782.032. 41注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（七）页次49

设计非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50筒图资料路堤墙圣边坡高h,≤H边坡宽b,=1.75xh，9k=30kPa路堑墙边坡坡度1:1.75选用号ZT2ZT3ZT4ZT5ZT6ZT7ZT8ZQ2ZQ3ZQ4ZQ5ZQ6ZQ7Z08墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha240340430560660750850230340440590710820930bD截b6108201030144016901940219054083011201620195022702600面b;170190210230250270290170190210230250270290尺Ba122016802130278032803770427011501680222029503530409046600 :寸0. 250. 25m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 201: n47. 346. 646. 245. 845. 645. 445. 256.156.156. 156.156. 156.156. 1Ea29591011692393224162760106183263358468路堤墙主ks1. 311. 311. 301. 301. 301. 301. 301. 311. 311. 311. 301. 301. 301. 30要kt2. 872. 522. 352. 492. 432. 382. 352. 692. 622.592.842. 832.802. 79参Pi54891261531872222575686117139167197226数P21819193336384115233051617080V1. 673. 435. 839. 7513. 8118. 3724. 031. 543. 466. 1510. 5615. 2020. 6326. 960 =ha53068080093010605306808209501080扩hc4104605005405804204805205706201: n展bc2650338040204660530026603400408047405400By基Pk587691106120618299115132路堑墙础8 ±126 ±147 虫146 ±166 ±168±127±147±146±167虫16Vc1. 351.882. 382. 913. 501. 392. 002. 543.173.86注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。图名截面尺寸及参数表（三）页次54

设计非抗震及抗震设防烈度为6（0.05g）7(0.1g)度填料内摩擦角=35°基底摩擦系数μ=0.40简图路堤墙边坡高h≤H边坡宽b,=1.50×h，9k=30kPa路堑墙边坡坡度1:1.50核选用号ZT2ZT3ZT4ZT5ZT6ZT7ZT8ZQ2ZQ3ZQ4ZQ5ZQ6ZQ7ZQ8审墙高H20003000400050006000700080002000300040005000600070008000h400450500550600650700400450500550600650700hn260350450590690800900230340440590710820940b截b860118015002050242027803150710109014702080250029203340面170190210230250270290170190210230250270尺290Ba12901770224029403470398045101140168022102970355041204690寸m0. 150.150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 201: n42. 641. 941. 541.241. 040. 840. 647. 447. 447. 447. 447. 447. 447. 4Ea24 4983139197265343204682141203276路堤墙主360要ks1. 311. 311. 311. 301. 301. 301. 301. 301. 301. 311. 301. 301. 301. 30kt4. 343. 743. 453. 673. 573. 473. 423. 653. 553. 493.873. 843. 813. 79参Pi43721031251541842134774101120146172198数P23445557587981092942568095111127V1. 964. 046. 8711. 4816. 2821.8728. 341. 693. 806. 7611. 6116.7122.7429. 69ha49064076088010004806307608801010扩he4605105506006404605205606106601: n展be2470319037904380499024203170380044105030H基Pk71921101281467294113132151路堑墙础6 ±147±146 ±166 ±167Φ166 ±147±146 ±167Φ167±16Ve1.432. 002.523.113.721. 402. 032.583. 213. 89注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。图名截面尺寸及参数表（四）页次55

设计非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.40简图资料路堤墙音边坡高h,≤H边坡宽b,=1.50xh，99k=30kPa路堑墙边坡坡度1:1.50核选用号ZT2ZT3ZT4ZT5ZT6ZT7ZT8ZQ2ZQ3ZQ4ZQ5ZQ6ZQ7ZQ8墙高H20003000400050006000700080002000300040005000600070008000h400450500550600650700400450500550600650700截ha220310390520610700790210300390520620720820b600820104014501700面1960221050076010201470177020702360尺b;170190210230250270290170190210230250270290Ba11201550197025803030349039501030149019502600310036004090寸m0. 200. 200. 200.200. 200. 200. 200. 200. 200. 200. 200. 200.200. 20n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 201: n42. 641. 941. 541. 241. 040.840. 647. 447. 447. 447. 447. 447. 447. 4Ea2449831391972653432046 82141203276360路堤墙主要ks1. 301. 301. 301. 301. 301. 311. 301. 331. 311. 311. 301. 301. 311. 30参kt2. 992. 652. 472. 632. 542.502. 462. 722.582. 522. 752. 732. 712. 69Pi53871231501852202555588120144175205237数P22124264145495216222847576674V1. 573. 255. 549. 2913.1317.7022.871. 393. 095. 469. 3813.5118. 3923. 950:ha/480610730850960470610730840960扩he4204705105505904204805205706101: n展be2400307036504230482023503040363042204810基Pk/618095111126628299116132路堑墙础8 ±127±147 ±146 ±166 ±168±127±147 ±146±167 ±16Ve1. 251. 752.202.703. 241. 231. 772.252.803. 36注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量，图名截面尺寸及参数表（五）页次56

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.50简图资料路堤墙普边坡高h≤H边坡宽b=1.50×hp9k=30kP路堑墙边坡坡度1:1.50核选用号ZT2ZT3ZT4ZT5ZT6ZT7ZT8ZQ2ZQ3ZQ4Z05ZQ6ZQ7ZQ8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700hn220280370470550640730220270360470560650740截b500550710980114013301520500500670990120014001600面170190210230250270290170190210230250270290尺Ba11101420183023402750319036301110137017902350281032603710寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 201: n42.641. 941. 541. 241. 040.840. 647. 447. 447. 447. 447. 447. 447. 4Ba244983139197265343204682141203276360路堤墙主要ks1.501. 311. 331. 311. 301. 321. 331.801. 321. 311. 301. 311. 301. 30kt2. 812. 072. 002. 031. 971. 961. 963. 162. 031. 982. 112. 102. 092, 08参Pi5310013817521625228948100138168203239275数P218416110222012151617V1. 472. 704. 667. 6710.8214. 7019.171. 472. 564. 527. 7211.1515.1419.75ha370490610730850970360480610720840960扩hc3403804304705105503403804404805205601: n展bc186024303070366042504840181023803030362042104800B基Pk40536981951093952708599113路堑墙础7 ±127±128±127 ±147±147±166±127Φ128±127±147 ±146±16Ve0. 821. 141. 592. 012. 472.980. 791.121.602. 042. 513. 03注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，为延米钢筋量。图名截面尺寸及参数表（六）页次57

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=40°基底摩擦系数μ=0.40简图资料路堤墙边坡高 h≤H边坡宽 b,=1. 25xh,9k=30kPa路堑墙边坡坡度1:1.25核选用号ZT2ZT3ZT4ZT5ZT6ZT7ZT8ZQ2Z03ZQ4Z05ZQ6Z07ZQ8审墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700hn220280360460540620710220270360470560650740截b5005306609401090125014105005006701000120014001610面170190210230250270290170190210230250270290尺Ba11101400178023102710312035301110137017902360281032603720寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 200. 200. 200. 201: n037. 937. 336. 936.636. 436. 236.143. 043. 043. 043. 043. 043. 043. 0Ea204170166223289184071122175239312路堤墙主117要ks1, 571. 321. 311. 311. 301. 301. 301. 871. 321. 311. 311. 301. 301. 30kt3. 282. 342. 202. 302. 222. 192.163. 692. 372. 312. 482. 462. 442. 44参Pi468812315218722225742 86118142173203233数P22515142626272828162138455159V1. 472. 644. 487. 4910. 5414.1818. 361. 472. 564. 527.7611.1515.1419.83ha450570680790890440560670780890扩hec/4004504905305704104705105606001: n展be22502860340039304470/22102810336039104460B基Pk/55728599112/567591106122路堑墙础/8 ±128±127 ±147 ±146 ±168±127Φ147±146Φ166 ±16Vc1.121. 551. 962.402.881.121.602.032.533. 05注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（八）页次59

设计非抗震及抗震设防烈度为6（0.05g)、7（0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.30简图资料路肩墙A均布荷载9=10kPa路肩墙B均布荷载qk=30kPa选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha240320400510590700820360440510640720800880截b56073089012101390146015301180133014901870205022302410面b;250280310340370400430250280310340370尺400430Ba12001590198025302930351040801810219025703180359039904400寸m20. 150. 150. 150. 150. 150. 190. 220. 150. 150. 150. 150. 150. 150. 15n0. 200. 200.200. 200.200. 200. 200. 200. 200. 200. 200.200. 200. 2029.829.829.829.829.829. 028. 429. 829.829.829. 829. 829. 829. 8Ea214168111155217289356397151203262329主ks1. 301. 311. 311. 301. 301. 301. 301. 311. 301. 311. 301. 301. 301. 30bj要kt2. 892. 552. 372. 472. 392. 452. 514. 723. 493. 003. 02参2.822. 682. 581: nPi58971381722142462784685127160202244286数BP21281711133312633292318V1.533. 055. 048.2711. 5115. 4019.852. 624. 657. 2111.2315. 0919. 4824. 41ha530660780930109063077090010201140扩hc1410460500540580440490530560600展be2630330039004670543031403870448050905700基Pk53688193105637992105117础8 ±126 ±147 ±147 ±167±188±127Φ147±147±167±18Ve1. 301. 782.222.823. 471.682.252. 743.223. 78注：1.表内尺寸单位以毫米计，2有关符号及其意义见说明第3、20、21页俯斜式路肩墙截面尺寸图集号图名甘12G82.选用扩展基础的注意事项见第9、24页，（①为延米钢筋量及参数表（一)页次61

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角(0=35°基底摩擦系数μ=0.30简图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载q=30kPa核选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8审墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700hn2303004105306507408403003704401380640770900截b5005005005005005506308809901100340142013301220面bj校2502803103403704004302502803102690370400430尺Ba11401480207026603240372042201510185021902690320038604490寸m20. 150. 190. 270. 320. 350. 350. 350. 150. 150. 150. 150. 190. 260. 31n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2027. 026.124. 623. 623. 123.123. 127. 027. 027. 027. 026. 124.723. 81:Ea183768120175232298305382128182260350主ks1. 601. 371. 421. 311. 341. 351. 381. 301. 311. 311. 301. 301. 301. 30要kt3. 012. 352. 522. 542. 642. 602. 623. 572. 762. 412. 412. 382. 482. 54参1: nPi55991281631922262585498144183222253284数B,P21311300251767110V1. 432. 574. 416. 789. 6012. 8216. 712.103. 755. 819. 0412. 2715. 9719. 94hd5507108609901120/57071085010301200扩hc40044049053057041460490540580展be2740354042904950562028603530426051405980基Pk4962 74859757728495107础8 ±128±127 ±147±167±188±126 Φ147±146±188±18Ve1. 331.842.422.953. 551. 421.902.403. 113.83注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（四）页次64

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=35°基底摩擦系数μ=0.40简图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载qx=30kPa核选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700ha170240330420500580660210280380470560640720截b500500500500600700800770800670830面96010801200b;250280310340370400430250280310340370400尺430Ba11401610219028203350387044001410185025603150370042504800寸m20. 150. 230. 300. 350. 350. 350. 350. 150. 210. 350. 350. 350. 350. 35n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 1527. 025. 324. 023. 123. 123.123.127. 025. 723.123. 123. 123. 123.1Ea1839711251752322983058109170229295370主要ks1. 701. 591. 631. 531. 571. 601. 631. 301. 311. 381. 371. 431. 481. 52参k2. 762. 452. 562. 572. 602. 632. 652.702. 312. 492. 482. 532. 572. 601: nPi599913016619923126467114147187220254数287BP210210001211001V1. 442. 764. 697. 2310. 3614. 0618.331. 943. 525. 668. 7512. 3516.5121.28ha/440560670770880370510630740850960扩he380430470510560340380430470520560展be29103760446051605870245034104200493056606390基P/49627587994356708395108础7 ±128±127 ±146 ±188 ±187±127±127Φ147±168±188±20Ve1. 371.922.432. 993. 651. 071. 602.152.703. 343.98注：1.表内尺寸单位以毫米计，大有关符号及其意义见说明第3、20、21页府斜式路肩墙截面尺寸图集号图名甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。及参数表（五）页次65

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.50简图资料路肩墙A均布荷载k=10kPa路肩墙B均布荷载q=30kPa核选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8审墙高H20003000400050006000700080002000300040005000600070008000hj400450500550600650700400450500550600650700 ha110170230290350400460130210270330390440500裁截b500500500610740860980690610770970112012601400面bj250280310340370400430250280310340370400校尺430Ba11401700232029403490404045901330208026703290387044405010寸m20. 150. 260. 330. 350. 350. 350. 350. 150. 350. 350. 350. 350. 350. 35n0.100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100.10027. 024.723. 523.123.123.123. 127. 023. 123. 123.123.123.123.1501:0设Ea18417412517523229830主71109170229295370ks1. 761. 731. 781. 721. 771. 801. 821. 301. 431. 561. 561. 621. 671. 71要kt2. 562. 472. 582. 592. 642. 662. 682. 192. 412. 502. 522. 562. 592. 62参1: nPi64 10013216920323627080117150190224258292数BP261001000001111V1. 462. 925. 007. 9011. 3815. 4220. 081. 823. 606. 169. 6013.5318. 0723.26ha230310390470540610280360440520590670扩he330370410460500540330370410460500540展bec226030903910465053806120277035504390515059106670基P385064768910144 56718497110础6 ±127±128 ±126 ±167±187±206 ±127Φ126 ±167Φ187±207±22Ve0. 971. 431. 942.503. 083. 711. 191. 642.182.783. 394. 05注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页图名俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延采钢筋量。及参数表（六）页次66

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.50简图路肩墙A均布荷载qk=10kPa路肩墙B均布荷载qk=30kPa核选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha110150210280330380440130200250310370420480截b50050050050056065075050050063080092010301140面250280310340370400430250280310340370400430尺Ba11401490212027803320383043601320197025303130367042104750寸m20. 150. 190. 280. 340. 350. 350. 350. 240. 350. 350. 350. 350. 350. 35n0. 100.100. 100. 100. 100. 100. 100.100.100.100.100.100.100.1024.123. 221.520.420. 220. 220. 222. 220.220. 220. 220. 220. 220. 21:Ea153160108153204262296296149201259325主ks2. 241. 972. 021, 921. 951. 992. 021. 421. 581. 731. 731.801.851. 90bj要kt参3. 032. 392. 582. 632. 662. 682. 712. 282. 432. 522. 542. 592. 622. 651:nPi569912816319522826078113146184217250283数B,P2131111011001100V1. 462. 644. 637. 2710. 3514. 0318. 341. 623. 295. 638.8012.4016.5521.30ha280370440510580260340420490560630扩hc370410460500540330370410460500540展be128203690441051105810263033704160489056106330基Pr4962 7486984255698294107础7 ±128±127 ±146 ±188±1816 ±127±127±147±168±188 ±20Vc1. 301.832. 372. 923. 521.121. 562. 062.633.213.84注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。图名及参数表（九）页次69

设非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数U=0.40简图资料路堤墙A边坡高h,≤H边坡宽b,=1.75×h，9=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.75×h，9=30kPa核选用号FTA2FTA3FTA4FTA5FTA6FTA7FTA8FTB2FTB3FTB4FTB5FTB6FTB7FTB8审墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700hn260370490640760880100034046058076089010201150截b68010101340190022802650302010801450183024902910面33403760校250280310340370400430250尺280310340370400430Ba13101870243032103810441050001710231029103790444050905740寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200.200. 200. 200. 200.200. 200. 2044. 043. 543. 242. 942. 842.742. 644. 343. 543. 042.742. 442.242.1S0 '0:↓1:9Ea30651131932763754884184142237333446576主ks1. 311. 301. 301. 301. 301. 301. 301. 301. 301. 301. 301. 301. 301. 30b要kt3. 533. 193. 033. 293. 223. 173. 124. 974. 093. 713. 963. 793. 683. 58参1:nPi528712415118622225942 76111135170204239数P225303453606672404855768594102V1. 753. 816. 6711. 3716. 3222.1028.772. 454. 978. 4013. 9419.6226.3333. 96ha58075089010401190/65083099011401300扩he450510560600650480540580620670展bc12890373044605210594032404140493057206510基Pk166881051221397597114133150础8 ±127Φ146 ±166 ±167±167±147±146 ±167±167 ±16Vc1. 592. 272.913. 584. 341.922.703.384.124. 97注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页俯斜式路堤墙截面尺寸图集号|甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（二）页次71

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=40°基底摩擦系数μ=0.30料简图资路堤墙A边坡高h,≤H边坡宽b,=1.25×h，q=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.25xh，99k=30kPa核选用号FTA2FTA3FTA4FTA5FTA6FTA7FTA8FTB2FTB3FTB4FTB5FTB6FTB7FTB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha2403304305706707708803004005106607708901000截b54080010701520182021102410870116014602000233026703000面校b;250280310340370400430250280310340370400430尺Ba11801660216028303360387044001500202025403310386044304980寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2034. 534. 033.733. 633. 533. 433. 334. 734. 133.733. 433. 233. 032. 9Ea22488514520728136531631061762483334290 =T主ks1. 321. 301. 311. 301. 311. 301. 301. 311. 301. 301. 311. 300. 301. 30要参kt3. 563. 163. 023. 213. 143. 073. 044. 693. 883. 533. 753.573. 473. 371: nPi49851211501852222584377113139174209246数&P2242933495560653844 5069768390V1.503. 245. 709. 6713.8518. 7324. 412. 094. 217.1011.8116. 5822.2328. 63ha510660790920105057074087010101150扩he450510550600640470530570620660展be/25703310397046105270/28603680436050705750基/6585102118135/7294111128145础8 ±127±146 ±166 ±167±167±147±146 ±167±167 ±16Ve1. 412. 002.543. 153. 781. 662. 352.933. 614. 30注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，府斜式路堤墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（七）页次76

设计非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角角=30基底摩擦系数μ=0.30资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h;500550600650700750800850900500550600650700750800850900截ha210270310360400480520570610270330380420460550590640690面b40072091011201310176019202110230078010601200132014701840204022002350尺310340370400430470500530560310340370400430470500530560寸Ba1410181020802370264032103490381041001790222025102790309036403970429045800. 380. 380. 380. 380. 380. 390. 400. 410. 410. 380. 420. 440. 460. 470. 490. 490. 500.50n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 1537.337. 037.137.137. 236. 836. 936. 936. 936. 936. 536. 636. 736. 836. 436.536. 536. 5主ks1. 321. 311. 311. 311. 311. 321. 311. 311. 301. 311. 311, 311. 311. 321. 311. 321. 321. 31要kt2. 342. 412. 342. 312. 262. 442. 392. 392. 352. 612. 642. 522. 422. 392. 512. 492. 482. 43参Pi123156196234274291332366407133168211254293318354389432数P2668594106115147156171180851051121191301581711851924. 667. 239.9513.1616.7522. 3127. 0632.5438.185.508.4711.5615.1019.2025.1030.4236. 3542.40230300350400450530590640690290360410470520610660720770护he510560600650690750800850890510560600640690740790840890展be155019902320267030003560391042804630192024002760312034804050443048005160基Pk86110130151171198218240260102127147167187214235257277础7Φ 146Φ166±167±167166±187±187Φ188±187±146±166±167±167±166±187±187±187±18Ve0. 941. 301.601.952. 292.953. 403. 914. 391. 191.601.922.272.683. 333.834. 374. 91注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（一)次79

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=30°基底摩擦系数μ=0.40料路肩墙A均布荷载qx=10kPa路肩墙B均布荷载q=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200)h500550600650700750800850截900500550600650700750800850900hn130170190220250300320350400170210230260290340370400440面尺bt300580770920112015101640180021606609001010112012501550172018502160310340370400430470500530560310340370400430470500530560寸Ba132016701940218024602970322035203970167020702320260028703360366039604400m20. 380. 380. 380. 380. 380. 390. 400. 410. 410. 380. 420. 440. 460. 470. 490. 490. 500. 50n0. 100. 100. 100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 10037.337. 037.137.137. 236.836. 936. 936.936.936.536. 636.736. 836. 436. 536.536.5主ks1. 321. 311. 321. 301. 311. 321. 301. 311. 371. 301. 311. 311. 311. 321. 311. 311. 321. 37要kt2. 002. 032. 001.931. 932. 052. 012. 012. 132. 182. 212. 112. 062. 022. 092. 082. 062. 17参Pi151193238291335359411453462164206260309357393438482497数P2405055536086859313055696769 719096101134V4. 466. 889.5312.4715.9921.2025.6830.8737.505. 278.1011. 0214. 4618. 3523.8828.9134. 5141. 49ha160200230270300360390430470190240280310350410440480520扩hc460510550590630690730780840460510550590630680730770830展be157020002350268030303570392042904710194024202780315035104060444048205240基Pk8010212214016018520422424994118136156175200220240265础6±147Φ146±166±167Φ167±166±187±187±187±147±146±166±167±167±166±187±187Φ18Ve0.861.181.471.762. 092.673. 063.534.171. 081. 451.752. 092.443. 013.483. 944. 60注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页图名衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。及参数表（二)页次80

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50资料路肩墙A均布荷载qk=10kPa路肩墙B均布荷载Q=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截500550600650700750800850900500550600650700750800850900hn0000000000000000面bt42074094011501340176019602160240080010801220134015001870208022002450尺b;310340370400430470500530560310340370400430470500530560寸Ba143018402120242026903230356038904230182022602550283031403700404043304710m20. 380. 380. 380. 380. 380. 390. 400. 410. 410. 380. 420. 440. 460. 470. 490. 490. 500. 50n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00037. 337. 037.137.137. 236. 836. 936. 936. 936. 936. 536. 636.736. 836. 436. 536. 536. 5主ks1. 311. 311. 301. 311. 301. 301, 311. 311. 321. 311. 311. 311. 311. 311. 311. 311. 311. 32要2.122. 172. 112. 092. 052. 152. 142. 152. 152. 312. 332. 242. 172. 142. 232. 222. 172. 20参Pi146186232275322353394433471161204252302347380422470504数P2445760677090981081195972747580101109111126V4. 787.4510.2513. 5617.2622.8627.9633. 6339. 795.708. 7911.9815.6419. 8726. 0431.5637. 4144.29ha//扩he430480510560600640690730780430480510550590640680720770展bc169021702530291032703870427046705070210026203020340038004420483052205650基Pk8110312214216118520522624695119138157177201222241262础8±127±147±146±166Φ167±167±166Φ187Φ188±127±147±146±166±167Φ167±188±187±20Vc0. 891. 241.511. 852.192. 753. 213. 684. 221.121. 521.812.152.533.153. 614. 074. 67注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、：21页。图名衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量及参数表（三)页次81

化设计非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角10=40°基底摩擦系数μ=0.40资料路肩墙A均布荷载=10kPa路肩墙B均布荷载9=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h500550600650700750800850900500550600650700750800850900截ha120140150160180210230270300120140150180210240270300340面bt21026031036045065084011001340210260340500740860104013201540尺b;310340370400430470500530560310340370400430470500530560寸Ba122013501490162017902070234026903010122013501510176020802630266030403390m20. 380. 380. 380. 380. 380. 380. 380. 380.380. 380. 380. 380. 380. 380. 400. 410. 410. 42n0. 100.100. 100. 100. 100.100.100.100.100.100.100. 100.100.100.100. 100.100.10631.731. 531. 631. 631. 631. 431. 431. 531.531. 331. 031. 131. 231. 331. 031, 131. 131.1主ks2. 632. 162. 051. 971. 951. 871. 942. 072. 171. 781. 601. 611. 731. 891. 811. 912. 052.17要kt2. 952. 432.232. 082. 022. 012. 092. 242. 352.121. 831. 771, 862. 032. 002. 112. 272. 40参P168119164213256304319318325137220278299300352362358361数P212613314314916217320825729984656498149159200253298V4. 245. 967. 9510. 2012. 8716. 4620. 4425.2830. 524. 245. 968. 0310. 7714. 2118. 0922.5327.8133. 65ha170190230250280130160180210230270290320350扩he680730770830900510520560620700740800870940展be17201920226025102780132016001830206023102650292032103500基Pk171194218246278102121142170202227256289319础7±166Φ187±187Φ188±187±147Φ146±167±167±166±187±187±188±18V.1. 301.541.882.242.700.800. 961.141. 411.782.132.533. 033. 57注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量，及参数表（八)次86

设计非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角10=40°基底摩擦系数μ=0.50资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载qk=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200500550600650700750800850900500550600650700750800850900截面hn00000000000000000bt21026031036051072096011901490210260380590800970116014501680尺b;310340370400430470500530560310340370400430470500530560寸Ba123016301500163018602150248027903170123013601570186021502480280031803550m20. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380.380. 400. 410. 410. 42n0. 000. 00O.000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0031.731. 531, 631. 631.631. 431, 431. 531. 531, 331, 031.131. 231.331.031.131. 131.1主ks1.971.731. 671. 631. 661. 611. 681.731. 801. 521. 401. 451. 541. 621. 591. 651. 731. 80要kt2. 772. 302. 111. 982. 022. 002. 132. 222. 382. 011. 741. 761. 892. 012. 022. 122.282. 40参Pi80135184238266316323337338154243286299313357370370377数P211411612212415015819923628267425696135150189237279V4. 286. 018. 0010. 2713. 2616.9721. 3226.0831.854. 286. 018.2611.2114. 6518.8523.4828. 9935. 07ha扩he590620670710770830890460470520580640690740810870展be1600180020402390267029503260139016801920217024402810310032403730基Pk14416419021324227030198115139169197223252283313础6±167Φ167Φ166±187±187±187Φ186 ±147±147虫146 ±167±167±166 ±187±187±18Vc1. 091.261.521.862. 252. 673.170.770.921.141.421.742. 142. 523. 033. 55注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量图名及参数表（九）页次87

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.30设计均布荷载9k=10kPa简图资料核基底最大压力Pknax≤100kPa基底最大压力Pkmax≤150kPa审选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h;15902480329037104110451049201590247032903700410045104910hn200310430490570640700200290390440520580640截校bi210330530610760860970210240320360440520600面b2250280390430470520570250280390430470520570尺b35409401210139016301810198054095012301420167018502020寸0400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2000:1设30. 030. 030. 030. 030.030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea41821361682212633084182136168221263308要ks1. 321. 311. 321. 321. 311. 321. 311. 321. 311. 311. 321. 321. 321. 32参kt2. 272. 612. 973.103. 423. 563. 682. 272. 352. 482. 582.802.933. 04数Pi929998100991009992119137142149149149P201944547384960618274255676 ±126Φ126 ±126 ±127±127±128±126±126±126 ±126±127 ±127±128±12扩2 ±124Φ126 ±127±127Φ148±142124 ±126 ±127±127±148±14展?6 ±126 Φ126 Φ126 ±127±127±128±126±126±126 ±126 ±127±127±128±12基2 ±122 ±122 ±123±123±122 Φ122 ±122 Φ123Φ12312础?6 ±126 ±127±127Φ128±126 ±126±127 ±127±128±120. 600. 991.862. 242.683.173. 710. 600. 961.802.162.583. 063. 57注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。及配筋表（qk=10kPa）（一）页次88

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角=30°基底摩擦系数μ=0.40设计均布荷载=10kPa简图资料基底最大压力Pkmax≤150kPa基底最大压力Pkmax≤200kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi16602590343038704300473051501660259034303870430047205150ha110160210240280320350110160210230270300330截br220240320390530630730220240320360400440480面b2250280390430470520570250280390尺430470520570ba620106013601560183020202210620106013601560184020402230寸s00400430450470500004004304504705000. 100. 100.100. 100. 100. 100. 100. 100. 100.100. 100.100. 100. 1000:1n30. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea41821361682212633084182136168221263308要1. 311. 311. 311. 321. 321. 321. 321. 311. 311. 311. 321. 321. 321. 32: n参k.2. 292. 302. 382. 512. 782. 903. 012. 292. 302. 382. 452. 572. 632. 67数Pi9012414815014914915090124148156172180189P211920395062119162431376 ±126±126 ±126 ±127±127±128±126 ±126±126 ±126±127 ±127±128±12扩2 ±124 ±127 ±128±128±147±162Φ124±127±128 ±128±147Φ16展6 ±126±126 ±126 ±127±127±128±126±126Φ126 ±126±127±127±Φ128±12基2 ±122 Φ122 ±123虫123Φ122 ±122 ±122 ±123Φ123±12础?6 ±126 ±127±127±128±126 虫126 ±127 ±127±128±12Ve0. 631. 021.872.262. 733. 243.780. 631. 021.872. 252. 693.173. 69注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qs=10kPa）（二）页次89

非抗震及抗震设防烈度为6（0.05g)、7（0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50设计均布荷载q=10kPa简图料核基底最大压力Pkmax≤200kPa基底最大压力Pkmax≤250kPa审选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6心墙高H20003000400045005000550060002000300040004500500055006000hi17502620361040704350478052101750262036104070435047805210ha014000230260280014000230250270截校bi220450320360530570660220450320360530530530面b2250280390430470520570250280390430470520570尺b7307201520173013201480162073072015201730132014801640寸s00400430450470500004004304504705000. 000. 100. 000. 000. 100. 100. 100. 000. 100. 000. 000.100.100.100'0 :[n30. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea41821361682212633084182136168221263308要ks1. 311. 311. 301. 301. 321. 321. 321. 311. 311. 301. 301. 321. 321. 32参kt2. 351. 982. 332. 381.982. 022.102. 351.982. 332. 381. 981. 971. 97数Pi9011315616719119919890113156167191209226P2037071910370006 ±126 ±126 ±126 ±127±127±128±126±126126±126 ±127 ±127±128±12扩2 ±125 Φ128 ±127±148±147±162Φ125 ±128±127 ±148±147±16展?6 ±126 Φ126 ±126 Φ127±127虫128Φ126 ±126126±126 ±127±127Φ128±12基2 ±124 ±122 ±123±123Φ122 ±124±122 ±123±12312础6 ±126 ±127±127虫128±126 ±126±127±127±128±12Vc0. 670. 991. 982. 372.573. 033. 540. 670.991. 982. 372.573. 013. 49注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qk=10kPa）（三）页次90

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.50设计均布荷载qk=10kPa简图资料基底最大压力Pkmax≤200kPa基底最大压力Prmax≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h,17502730362040804540500054501750273036204080454050005450ha0000000000000截bi290340390400420490580290340390400420440480面b2250270380420460500550250270380420460500550尺b34808601110128015101680184048086011101280151016801840寸S0040043045047050004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000'0:[n027. 527. 527. 527. 527. 527. 527. 527.527. 527. 527. 527. 527. 527. 5主Ea36721191471952322723672119147195232272要ks1. 311. 311. 311. 311. 301. 311. 311. 311. 311. 311. 311. 301. 301. 30参k2.142. 142. 112. 112. 152. 232. 322. 142. 142. 112. 112. 152. 172. 20数Pi8611815316919519819986118153169195209219P200002112200002496 ±126Φ126 ±126 ±127±127±128±126 ±126±126±126 ±127 ±127±128±12扩2 ±123±125 ±127±127±148±142±123±125±127±127±148±14展6 ±126Φ126 ±126 ±127±127±128±126±126Φ126 ±126 ±127 ±127Φ128±12基2 122 Φ122 ±122±122 ±122 ±122 ±122 ±122 ±122Φ12础6 ±126±127±127虫128±126 ±126±127±127±128±12Ve0. 631. 001.842.202. 613. 053. 580. 631. 001. 842.202. 613. 033. 54注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页，悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qk=10kPa）（六）页次93

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.50设计均布荷载q=10kPa简图资料基底最大压力Pkmax≤200kPa基底最大压力Pkmax≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h,17502730363040904560501054701750273036304090456050105470截ha00000000000000校bi230360390430500530620230360390430500510530面尺b250270370410440490530250270370410440490530ba440660880990110012101320440660880990110012101320寸00400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0000:[n025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 0主Ea32631051291712032383263105129171203238要ks1. 511. 391. 401. 371. 321. 321. 311. 511. 391. 401. 371. 321. 311. 31参kt2. 192. 062. 042. 021. 992. 002. 072. 192. 062. 042. 021. 991. 971. 96数Pi8811315016318619919888113150163186204220P2121124151212006 ±126虫126 ±126 Φ127±127±127±126±126Φ126 ±126±127±127±127±12扩2 ±124Φ125 ±127±127±142 ±124±125 ±127±127±14展?6 ±126Φ126 ±126 ±127±127±127±126虫126±126 ±126 ±127±127±127Φ12基12 ±122 Φ122 Φ122Φ123±122 ±122 ±122 122Φ123±12础?6 ±126±127±127±127±126 ±126±127±127±127±12Ve0. 610. 951.742. 082.422.853.300. 610.951.742. 082.422.843.26注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页悬臂式路肩墙截面尺寸图集号甘12G82.①~为延米钢筋量。图名及配筋表（qk=10kPa）（九）页次96

非抗震及抗震设防烈度为6(0.05g)、70.1g)度填料内摩擦角=30°基底摩擦系数μ=0.30设计均布荷载qk=30kPa简图资料基底最大压力Pkmax≤100kPa基底最大压力Pknax≤150kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h,15402420324036504040444048501540241032303650403044404840ha270400530600700770840250360480540630700760截校290560850980113012701410190310540640760870980面b250290400440490540590250290400440490540590尺b3790117014201590187020402200810120014601630191020802250寸00400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20n030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea7012619423330035040470126194233300350404要ks1. 321. 311. 321. 311. 321. 321. 321. 321. 311. 321. 321. 321. 321. 32参kt2.883. 253. 503. 623. 964. 074. 172.512. 552. 812. 933. 233. 343. 44数Pi1009910010010010099124148149150150150150P2184062 73921041152731426374866 ±126±126 ±12Φ 127±128±126±126Φ126±127±127±127±128±12扩5±12±148 ±146 ±187±188±185±127±148±146 ±187±188±18展?6 ±126±126 ±127 ±127±127±128±126±126±126 Φ127±127 ±127±128±12基/2 ±122 ±122 ±123±123±122±122 Φ122 ±122 ±123±123±12础?//6 ±127 ±127±127±128±126 ±127±127 ±127±128±12V0. 661. 112. 052. 452.973. 494. 060. 641. 051.962. 352.843. 353. 90注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量图名及配筋表（qk=30kPa）（一）页次97

非抗震及抗震设防烈度为60.05g)、7(0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.40设计均布荷载qk=30kPa简图资料基底最大压力Pknax≤150kPa基底最大压力Prmax≤200kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h16102540339038304250467051001610254033903830424046705100hn240190260300350380420240190240270320350390截校bi4903005706908409701110490280350410530630750面ba250290400440490540590250290400440490540590尺b3440136016501830214023202500440136016701870217023602530寸s00400430450470500004004304504705000. 200. 100. 100. 100. 100. 100. 100. 200. 100. 100. 100. 100. 100. 100'0:1n30. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea7012619423330035040470126194233300350404要ks1. 391. 311. 321. 321. 321. 321. 321. 391. 311. 321. 321. 321. 321. 32: n参kt2. 212. 502. 782. 883.163. 253. 352. 212. 452. 392. 462. 712. 802. 89数Pi114149149150149150150114154192199198200199P225293959708122072839 516 ±126±126 ±127 ±127±127±128±126 ±126±126 ±127±127±127±128±12扩6 虫127 ±14±168 ±168±186±226虫127虫147±168 ±168±186±22展6 ±126±126 ±127 ±127±127±128±126 ±126Φ126 ±127±127 Φ128 ±128±12基/3±124 ±124 ±124 ±125虫125 虫123±126 ±127±127虫127±128±12础?/16 ±127 ±127±127虫128±126 ±127±127±127虫128±12Ve0. 641.122. 072. 483. 033. 564.150. 641. 112. 012.402.923. 444. 01注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臂式路肩墙截面尺寸图集号图名甘12G82.①~③为延米钢筋量。及配筋表（qk=30kPa)（二）页次98

非抗震及抗震设防烈度为6（0.05g)、7（0.1g)度填料内摩擦角0=30°基底摩擦系数μ=0.50设计简图均布荷载gk=30kPa资料核基底最大压力Pkmax≤200kPa基底最大压力Pkmax≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi16802600345038904320475051801680260034503890432047505180ha130180230250280320350130180230250280300320截bi52065078082092010401150520650780820840870890面b2250290400440490540590250290400440490540590尺b349085010701220144015801720490850107012201450160017501寸00400430450470500004004304504705000.100. 100. 100.100. 100.100. 100.100. 100. 100. 100.100. 100. 100*0:1n30. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea7012619423330035040470126194233300350404要ks1. 321. 321. 321. 311. 321. 321. 321. 321. 321. 321. 311. 321. 321. 32: r参kt2.122. 102. 072. 062. 182. 262. 322.122.102. 072. 062. 092. 082. 07数P1112141173188199198199112141173188216232249P2000012243400001216 ±126Φ126 ±127 ±127±127±128±126±126±126 ±127±127 ±127±128±12护6±128 ±147±167±186±228±206Φ128 ±147±167±186±226Φ 22展?6 Φ126Φ126 127 ±127±127±128Φ126±126Φ126 ±127±127 ±127Φ128±12基/2 ±122 Φ122 ±123虫123Φ122 ±122 ±123 ±124±125Φ12础/6 ±127 ±127±127±128±126 ±127±127±127±128±12Ve0. 671. 091.972. 342.823. 333. 870. 671. 091. 972. 342.803.273.77注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（9k=30kPa）（三）页次99

非抗震及抗震设防烈度为6（0.05g）、7（0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.50设计均布荷载q=30kPa简图资料基底最大压力P≤200kPa基底最大压力P≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000175027203610407.04530498054301750272036104070453049805430截ha00000000000000校面bi280410520560690810930280410520560560590660ba250280390430470520570250280390430470520570尺b3750112013601520178019402100750112013601520178019402100寸s0040043045047050000400430450470500n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000*0 :1027. 527. 527.527. 527. 527. 527. 527. 527. 527. 527. 527. 527.527. 5主Ea6211117120526430835562111171205264308355要ks1. 311. 311. 311. 311. 311. 311. 321. 311. 311. 311. 311. 311. 311. 31参2. 292. 272. 222. 212.402. 492. 572. 292. 272. 222.212.232.232.27数Pi117147182197199198198117147182197226243250P211001930411101186 ±126±126 ±127±127±127±128±126 ±126虫126 ±127±127127Φ128±12扩5±128 ±127 ±147±167Φ168±185±128±127±147±167±188±18展?6 ±126 ±126 ±127 ±127Φ127Φ128±126Φ126Φ126 ±127±127±127Φ128Φ12基12 ±123±124±125 ±125虫125±122±123±124±126虫 127±128±12础?6 ±127 ±127±127虫128±126 ±127±127±127±128±12Ve0. 691.101. 992. 372.843. 363.920. 691.101. 992. 372.803.273.81注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。及配筋表（q=30kPa)（六）页次102

非抗震及抗震设防烈度为6(0.05g)、70.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.40设计均布荷载qx=30kPa简图资料核基底最大压力Pkmax≤150kPa基底最大压力Pkmax≤200kPa审选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi16802630349039404380483052601680263034903940438048305260hn100150200220260280310100150190210230260280截校bi35052069080099011001210350520590640770860950面尺b250280380420460500550250280380420460500550b3440660880990110012101320440660880990110012101320寸s040043045047050000400430450470500n0.100. 100. 100. 100.100. 100. 100.100.100. 100. 100.100. 100. 100 '0:1设025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 0主Ea54971501802322703115497150180232270311要1. 481. 401. 451. 441. 401. 391. 401. 481. 401. 451. 421. 381. 38ks1. 38参kt2.192.102. 312. 362. 502. 572. 652.192. 102. 112. 092. 162. 222. 30数Pi115142149150149149149115142174188197199198P210192845556610221323346 ±126±126 ±126 ±127±127Φ128±126±126Φ126 ±126±127±127±128±12扩3±125 ±128±127±147Φ167虫163Φ125 ±128±127 ±147Φ167±16展?6 ±126Φ126 ±126 ±127±127±128±126±126±126 ±126±127±127±128±12基2 ±122 ±122 ±122Φ122Φ122 ±122 ±122 ±122Φ122Φ12础?6 ±126 ±127±127Φ128±126 虫126±127±127±128±12Vc0. 621. 001.832.202.623. 053.560. 621. 001. 792.142. 542. 963. 45注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qk=30kPa）（八）页次104

化非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.40设计边坡高h,≤H边坡宽b=1.50xh。均布荷载=30kPa简图资料核基底最大压力Pxmax≤150kPa基底最大压力Pkmax≤200kPa审选用号XTA2XTA3XTA4XTA4+XTA5XTA5+XTA6XTB2XTB3XTB4XTB4+XTB5XTB5+XTB6墙高20003000400045005000550060002000300040004500500055006000h,15802480328037104100451049201580248032803710410045104920hn200290410460540610670200290390440520580640截bi160250430530640760870160240320400490590700面ba250280400430480530580250280400430480530580尺b35809301200136016001760192058093012101370161017701930寸S00400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.20n041.140. 339. 939.739. 439.239. 141.140. 339. 839.639. 439. 239. 1主Ea5712120225234741649057121203253348417492要ks1. 341. 341. 351. 351. 351. 351. 351. 341. 341. 351. 351. 351. 351. 35参kt2. 632.532. 792. 903. 143. 243. 342. 632. 492. 462. 572. 822. 893. 01数Pi9814714714814814814698152196197195200196P2374587107145164188374150711141311556 ±126±126 ±126 ±126 ±127±128±126±126Φ126 ±126 ±126 ±127Φ127±12扩2 虫125 ±128 ±128 ±146±186±202±125 ±128±128 ±146±186±20展?6 ±126±126 ±126 ±126 ±127±127Φ126Φ126Φ126 ±126 ±126 ±127±127±12基2 Φ124 ±126 ±128 ±127±148±142 ±146 Φ128±128 ±147±166±18础?6 ±126 ±126 ±127±128±126 ±126 ±126±127±127±12Ve.0. 590. 961. 852. 202. 673. 163. 690. 590. 961. 822.162.623.103. 63注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臂式路堤墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（四）页次109

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.50设计边坡高h,≤H边坡宽b=1.50xh，均布荷载=30kPa简图资料基底最大压力Pkmax≤200kPa基底最大压力F≤250kPa选用号XTA2XTA3XTA4XTA4+XTA5XTA5+XTA6XTB2XTB3XTB4XTB4+XTB5XTB5+XTB6墙高20003000400045005000550060002000300040004500500055006000h16602590342038704300472051501660259034203870430047205150ha110160210240280310340110160210230270300330截校br160240350440550630710160240320360440530610面尺b2250280400430480530580250280400430480530580b3670104013701550176019402120670104013701550176019402120寸00400430450470500004004304504705000.100.100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100.100. 100*0:1n40. 840. 039. 639. 439. 239. 038. 940. 840. 039. 639. 439. 239. 038. 9主Ea6213021827336844152162130218273368441521要ks1. 341. 331. 351. 351. 321. 321. 331. 341. 331. 351. 351. 321. 321. 32参k2. 572. 392. 482. 592. 742. 812. 892.572. 392. 402. 392. 482. 592. 67数Pi103165196196196198196106165210234250247247P2323252741131371633232414572971226 ±126 ±126 Φ126 ±126 ±127±127Φ126±126Φ126 ±126 ±126 ±127±127虫12扩?2 ±126 ±127 ±147±168±168±182虫126 ±127±147 ±168±168±18展?6 ±126Φ126 ±126 ±127±127±128±126±126±126 ±127±128 ±127虫147±14基4±128±128 ±147±168±167±184±127±147±168 ±167±188±18础?6 ±126 ±126 ±127±127±126 ±126±126 ±127±127±12Ve0. 631. 011.922. 282.763. 253. 790. 631. 011. 912.252.723. 213. 75注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，悬臂式路堤墙截面尺寸图集号甘12G82.①~为延米钢筋量。图名及配筋表（五）页次110

非抗震及抗震设防烈度为6（0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.30设边坡高h,≤H边坡宽b,=1.25xh，均布荷载k=30kPa简图资料基底最大压力Pkmax≤100kPa基底最大压力Prma≤150kPa选用号XTA2XTA3XTA4XTA4+XTA5XTA5+XTA6XTB2XTB3XTB4XTB4+XTB5XTB5+XTB6墙高20003000400045005000550060002000300040004500500055006000h;15802480328037204130453049401580248032803720413045304940hn200310420480550600660200290400460520580640截b;160330490570660730800160240面380460550630700尺b2250280390420460510560250280390420460510560b36009401240140016101770193060094012401400161017701930寸s00400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2000:n036. 235. 535. 134. 934. 734. 634. 536. 235. 535. 134. 934. 734. 634. 5主E5912420926135442450059124209261354424500要ks1. 321. 321. 341. 341. 321. 321. 311. 321. 311. 341. 331. 311. 311. 31参kt3. 143. 313. 583. 643.803. 833. 873. 142. 893. 123. 223. 413. 493. 54数Pi8698969797989686137146147148145146P257951451682112372645767108130173200226①6 ±126±126 ±126 ±126 ±127±128±126 ±126Φ126 ±126 ±126 ±126±127虫12扩2 ±124 ±127 ±148 ±147±167±182±124±127±128 ±146±187Φ18展?6 ±126 Φ126 ±126 Φ126 ±126±127±126 ±126Φ126 ±126 ±126 ±126±127Φ12基/2 ±124 Φ125 ±127±127虫122Φ124±126 ±128 ±127Φ148±14础6 ±126 ±126 ±127±128±126±126 ±126 ±126±127±12Vc0. 600. 991. 852. 192. 613. 073. 580. 600. 961.822.152. 573.033. 54注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臂式路堤墙截面尺寸图集号图名甘12G82.①~③为延米钢筋量及配筋表（六）页次111

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.40边坡高h,≤H边坡宽b,=1.25×h，均布荷载9k=30kPa简图资料基底最大压力Pikmax≤150kPa基底最大压力P≤200kPa选用号XTA2XTA3XTA4XTA4+XTA5XTA5+XTA6XTB2XTB3XTB4XTB4+XTB5XTB5+XTB6墙高：20003000400045005000550060002000300040004500500055006000h,16102530336038004220464050601610253033603800422046405050hn170250350390470520580170240330380440490540截校b,1603104605507508501000160240390470610700770面b2250280390420460510560250280390420460510560尺b3440660880990113012501360440660880990114012601380寸s00400430450470500004004304504705000. 200. 200. 200. 200.200. 200. 200. 200. 200. 200. 200. 200. 200. 200 °0 :036. 836.135.735. 635. 435. 335. 236. 836.135. 735. 635. 435. 335.1主Ea4910217221428934740949102172214290348412要ks1. 431. 361. 391. 371. 351. 351. 351. 431. 351. 391. 371. 351. 351. 35参kt2. 272. 202. 452. 512. 692. 772. 852. 271. 942. 202. 252. 422. 502. 55数Pi114149149145149146148114195195198200199200P22540871121341591732545069101124148①6 ±126 ±126 ±126 ±127Φ128±127±146Φ126Φ126 ±126 ±126 ±127±127±12扩2 ±125 ±128 ±128±146±186±202±125 ±128±128 ±146±186±20展?6 ±126±126 ±126 ±126 Φ126±127Φ126Φ126Φ126 ±126 ±126 ±126±127±14基2 ±123±125 ±126虫127±126 ±126 ±126 ±127±127±12础?6 ±126 ±127±128±127±146 ±126 ±126 ±127±127±12V0. 570. 931. 752. 072.502.963. 480. 570. 911. 732. 052. 452.913. 39注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页。悬臂式路堤墙截面尺寸图集号甘12G82.①~③为延米钢筋量图名及配筋表（七）页次112

非抗震及抗震设防烈度为6(0.05g)、7(0.1g)度填料内摩擦角0=40°基底摩擦系数μ=0.50设计边坡高h,≤H边坡宽b,=1.25×h，均布荷载=30kPa简图资料基底最大压力Pkmx≤200kPa基底最大压力Pkmax≤250kPa选用号XTA2XTA3XTA4XTA4+XTA5XTA5+XTA6XTB2XTB3XTB4XTB4+XTB5XTB5+XTB6墙高：20003000400045005000550060002000300040004500500055006000hy16802610347039204360479052201680261034703920436047905220ha9013018021024027030090130170200230260290截bi160240430510610770830160240330430530620760面b250280390420460510560250280390420460510560尺b3470770990113013401470161047077010001130134014801610寸s00400430450470500004004304504705000.100.100.100. 100.100. 100.100.100.100. 100. 100.100.100. 100'0 :1n36. 735. 935. 535. 335. 135. 034.836. 735. 935. 535. 335.134. 934. 8主Ea5111018322931637844751110184229316379447要ks1. 341. 341. 351. 351. 351. 351. 351. 341. 341. 351. 351. 351. 351. 35参2. 071. 97kt2. 202. 302. 462. 562. 612. 071. 971.982. 082.262. 352.44数P129199198196200198198129199249247249245244P21234671108125152128306995114?6 ±126 ±126 ±126 Φ126±128±128±126Φ126±126±126Φ126±127±127±14扩2±125 127 ±147±168±168±182±125±127±14±168±166±20展?6 ±126 Φ126 ±126 ±126 Φ126±127Φ126Φ126Φ126±126Φ126 ±127Φ128Φ12基④2Φ124 ±126 ±127±148±147±162±126±128±128 ±147±166Φ18础6 ±126 ±126 ±128虫128±126±126±126 ±127±127±14Ve0. 590. 951.802.142. 563. 063. 560. 590. 951. 782. 112. 543. 003. 53注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页。悬臂式路堤墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（八）页次113

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角10=35°基底摩擦系数μ=0.40资料路肩墙A均布荷载k=10kPa路肩墙B均布荷载k=30kPa核选用号YJDA2YJDA3YJDA4YJDA5YJDA6YJDA7YJDA&YJDA99YJDA10YJDB2YJDB3YJDB4YJDBSYJDB6YJDB7YJDB&YJDB9JDB1墙高H20003000400050006000700080009000100002000300040005000600070008000900010000h400450500550600650700750800400450500550600650700750800ha130170210260300340380440480180220260320360410450510560截b5006908701110130014901680197021707609801180146016601860205023802580面b170190210230250270290310340170190210230250270290310校340尺Ba640840103012801480168018802180239088011101320161018202030223025702780寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20038. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 23838. 238. 2Ba112135577910613618422518324977104134168225270主ks1. 361. 361. 371. 311. 311. 321. 321. 271. 271. 141. 241. 301. 271. 291. 311. 321.281. 29要kt1.501. 461. 431. 411. 401. 391. 391. 391. 391. 591. 531: 481, 471. 451. 441. 431. 441. 43参P8813318123628433238043948893142192242292341394442494数P2000000000000000000V1. 052. 1135. 205. 561. 8010. 4013. 3917. 6121. 531. 532. 944. 707. 239.8512.8816.2121.1325.45ha240290370430480540630690320380460530580640740800扩he350390430480520570610660340390430480520560610650展be1200147018402130241027003140344016001910232026302920322036904000基Pk4054 68839711212714242567185100114130144础7±127Φ128±127±147±146±167虫167±167±127±128±127±147±146±167±167±18Ve0. 520. 680. 911. 141. 371. 642. 012. 340. 680. 891.151. 411. 671. 942.382. 71注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名仰斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。及参数表（五）页次118

设计抗震设防烈度为7(0.15g)8(0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0. 30资料路堤墙边坡高h,≤H边坡宽b,=1. 75xhpqμ=30kPa路堑墙边坡坡度1:1.75核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YQD4YQD5YQD6YQD7YQD8YQD9YQD10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hi7601150153019102290267030603440382076011501530191022902670306034403820hz124018502470309037104330494055606180124018502470309037104330494055606180截h;400450500550600650700750800400450500550600650700750800友面ha25035045059069079089010801190250390520710840980112013701520校b5005005308509601070118017401890500680910147017702070237032603630尺170190210230250270290310340170190210230250270290310340寸Ba124017502230294034503950446054005940126019702590353042204910559068407600m20. 580. 750. 800. 800. 800. 800. 800. 800. 800. 610. 800. 800. 800. 800. 800. 800. 800. 80n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2048.346. 846. 045. 244. 944. 644, 443. 943.750. 450. 450. 350.150. 150. 150. 149.949. 9主ks1.101.101. 101. 101.101.101. 101.101.101. 101. 111. 101. 101.101. 101. 101. 101.10要kt2. 902. 662. 532. 652.582.532. 492. 682. 653. 263. 323. 243. 573. 553. 533. 523. 903. 90参Pi5183116145179213247267300467097116141166191203226数P23449638194106119147161386180107128149170205227V1. 974. 116. 9911.7216. 5222.1428.5939. 4648. 312. 014. 718. 7414. 4420.8028. 3136. 9851. 3763. 47ha49064076088010001180131086010001140扩hec500560610660710770820650700760展be2460322038004390498059206540429049905700基Pk81103124144164189209133155177础7±146±167Φ167±166±187±187±187±167±166 ±18Ve1. 512.162.733. 354. 025. 155. 993. 354.155. 07注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（四）页次126

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=35°基底摩擦系数μ=0. 40资料路堤墙边坡高h,≤H边坡宽b,=1. 75xh,k=30kPa路堑墙边坡坡度1:1.75核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YOD4YOD5YOD6YOD7YOD8YQD9YQD10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000h7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180h;400450500550600650700截750800400450500550600650700750800ha22026034044052061069084092022028039055066076087010601170面b500500500500500500500500500500500500650790920106016301810尺b;170190210230250270290310340170190210230250270290310340寸Ba108013201680222026203030346041804620108014001940275032803810435052905860m20. 360. 360. 440. 590. 620. 650. 680. 790. 800. 360. 430. 620. 800. 800. 800. 800. 800. 800. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2048.947. 847. 045. 745.345. 044.743. 843. 650. 350.250. 250.150.150. 050. 049.849. 8主ks1. 321. 151. 131. 101.101. 111. 121. 101.101. 331. 111. 101. 101. 101. 101. 101. 101.10要kt2. 421. 831, 721. 751.711. 701. 711. 781. 772. 692.042. 072. 282. 272. 252. 252. 432. 42参P6011917221827031936540145053106143169206243280298333数P2230613242429223360718191123135V1. 743. 155. 298.7012. 2416. 5121.5429.2035. 791. 743. 326. 0910. 8215. 6121. 2027.7338.5847. 60ha34045058070081092010801220340470640760890102012001340扩he390420480520570610680720410460530580630680750800展be1710224029203480404046005420600017102340318038204450508060206690基Pk4965 8510212013816418252 7399119139159185205础7128±127±147±146Φ167±167±187±208±127±147±146±167±167Φ166±187±18Ve0.821.131.632. 052.553. 073. 984. 610.871. 312. 012.583.203. 895. 055.91注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（五）页次127

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0. 50资料路堤墙边坡高h,≤H边坡宽b,=1. 75xhpqk=30kPa路堑墙边坡坡度1:1.75核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YQD4YQD5YQD6YOD7YQD8YQD9YQD10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hj7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180400450500550600650700750800400450500550600650700750800截hn160200270350410480540640710160200270370450530600730810面b50050050050050050050050054050050050050050056064011101240尺b;170190210230250270290310340170190210230250270290310340寸Ba109013501770231027603190362042604710109013401790249030203510399048505390m20. 360. 370. 490. 620. 670. 700. 720. 800. 800. 360. 360. 500. 720. 790. 800. 800. 800.80n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150.150. 150. 150. 150. 1548.747.746.745.545. 144.744.543. 643. 550. 350. 250. 250. 050. 050. 050. 049. 849. 8主ks1. 421. 271. 281. 231. 251. 251. 261. 211. 221. 431. 171.141.101.101. 1101.101.10要kt2. 271. 761, 741. 731, 731. 721. 711. 721, 722. 511. 811. 751, 841. 841, 821. 811. 941. 93参Pi6512517122327031836842147158121172215261309357383427数P218111220312441131717174246V1. 763. 215. 579. 0112. 9017. 4022.5329.8136. 631. 763. 185. 629. 7214.1319.1825.0334. 9143.13ha2703504605506407208509402603604805906807809201020扩he360410450500540590630680370410460510560600660710展be1790236030703660425048305670628017502380322039004550520061506830基Pk486584102120138160177486588108126144168187础7Φ128±126±147±146Φ166±187±207±227±128±127±147±146±167±188±188±20Vc0. 811.171. 632.102.583.143. 884. 570. 811.181.762. 302.873. 464. 465. 25注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（六）页次128

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角自0=40°基底摩擦系数μ=0. 40资料路堤墙圣边坡高h,≤H边坡宽b,=1. 50xhpqk=30kPa路堑墙边坡坡度1:1.50核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YQD4YQD5YQD6YQD7YQD8YQD9YQD10审墙高H200030004000500060007000800090001000020003000400050006000700080009000100007601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180裁h;400450500550600650700750800400450500550600650700750800ha160200240290340400450540590160200240350420500570700780面尺b5005005005005005005005005005005005005005005005009201020170190210230250270290310340170190210230250270290310340寸Ba109013401580190022702650300035703940109013401580232028203350383046705170m20. 360. 360. 360. 400. 450. 490. 510. 590. 600. 360. 360. 360. 630. 700. 760. 790. 800. 80n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150.150. 1544.143. 242. 641. 841. 341. 040. 740. 039. 844. 844.744. 644.544.544. 544. 544.344. 3主ks1. 551. 361. 251. 121. 131. 141. 141. 111. 111. 551. 251. 111. 111. 101. 111.101.101.10要kt2. 822. 171. 861, 67661. 661, 651. 67662. 982. 171. 822. 012. 012. 022. 012. 152. 14参P50941472172653113614124644794155185225263305329368数P234332322418536331745567079108118V1. 763. 184. 987. 4310. 6214. 4418. 6724. 9430. 531. 763.184. 989. 0913. 2118.2423.8033. 3241.10ha300380450530600710780300420510600690820910扩he440450500550590640680430500540600640700750展be19702530302035104000471052202000279033904000485054606060基Pk688210011913615917668 96117139160187208础8±126±147Φ146±166±166±188±188±127±146±166±167±167±166±18Ve1. 051. 341.732.162. 593. 273. 791. 041. 662.142. 743. 304. 275. 02注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页折背式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（八）页次130

设计抗震设防烈度为7(0.15g）、8（0.2g)度填料内摩擦角自0=30°基底摩擦系数μ=0.30简图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载=30kPa2核选用号ZJDA2ZJDA3ZJDA4ZJDA5ZJDA6ZJDA7ZJDA8ZJDB2ZJDB3ZJDB4ZJDB5ZJDB6ZJDB7ZJDB8审墙高H20003000400050006000700080002000300040005000600070008000心h400450500550600650700400450500550600650700ha240320400520600680770380450530660740820910截b680870106014301650186020801370155017302170238025902810面180200230250270290320180200230250270290320校尺Ba12101610201025803000342038401880226026503290370041204540寸m0. 200. 200.200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200.20035. 835. 835. 835. 835. 835. 835. 835. 835. 835.835. 835. 835. 835. 8设Ea19 3762 102142189242325788138186240300主ks1. 111. 111. 111.101. 111.101.101.101.101.101. 101.101.101.10要kt2. 682. 402. 272. 392. 332. 292. 264. 393. 322. 882.932. 742. 622. 55参1: nPi59941301591942292644681118146182218254数b4P2121191920192031333243434344V1. 723. 395. 629. 2112.8717. 0721. 942. 915. 198. 0112.5016.7921. 6727.20ha52065076088099063078089010101120扩he400450490530570430480510550590展be2590326038204380494031503890446050405610基Pk54708497110638094107121础8 ±128±127 ±147 ±146 ±168±127±147±146 ±166 ±16Ve1.281. 762. 192.663. 171. 692. 262.703.213. 75注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页图名直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。及参数表（一)页次132

设计抗震设防烈度为7（0.15g)、8（0.2g）度填料内摩擦角=30°基底摩擦系数μ=0.40简图资料路肩墙A均布荷载qk=10kPa路肩墙B均布荷载k=30kPa核选用号ZJDA2ZJDA3ZJDA4ZJDA5ZJDA6ZJDA7ZJDA8ZJDB2ZJDB3ZJDB4ZJDB5ZJDB6ZJDB7ZJDB8墙高H20003000400050006000700080002000300040005000600070008000h,400450500550600650700400450500550600650700hn220280360450530600680310380450560630700780截b50053066086099011301270940103011301420153016501770面180200230250270290320180200230250270290320尺Ba11201410180022502630302034201540189022402780314035203890寸m0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200.200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2035. 835. 835. 835. 835.835.835. 835. 835, 835. 835. 835. 835.835. 8Ea193762102142189242325788138186240300主1. 131. 111. 111. 111. 101.101. 10要ks1. 241. 121.151. 111. 111.121. 10参kt2. 211. 761. 751. 751.731. 721. 732. 772. 211. 982. 021. 911. 861. 811: nP6411415219323427231060104148182227270数314ByP2200000015500000V1. 482. 654. 497.1310. 0113. 4317. 352. 254. 006. 209. 6712.9616. 7521. 01ha4105206507608709904906107508609801100护he310350390430480520350380420460490530展be203025903230379043504930246030403740432049105480基Pk3444576879904252 66778898础6 ±127Φ127±127 ±147±167Φ187±127±128±126±167±188±18Ve0.821.131. 511. 902.362.831.111.431. 892. 312.733.22注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（二)页次133

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=40°基底摩擦系数μ=0.30筒图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载=30kPa核选用号ZJDA2ZJDA3ZJDA4ZJDA5ZJDA6ZJDA7ZJDA8ZJDB2ZJDB3ZJDB4ZJDB5ZJDB6ZJDB7ZJDB8审墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700ha220280330390460520590260320380480540610670截b5005005005606307007706907407901000107011401210面校180200230250270290320尺180200230250270290320Ba11201380164019602290261029401310161019202380271030303360寸0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 2029.729.729. 729. 729. 729. 729.729.729.729.729. 729. 729.729. 7Ea132542 699612716422396093125162203主要ks1. 671. 401. 261. 111. 111. 111. 111. 111.101.101.101. 101.101.10kt3. 062. 342. 011. 821. 791. 761. 752.702. 212. 002. 041. 961. 90参1. 861: nPi48841221682042412775897136168206244281数P2171100000147020001. 482. 573. 905. 758. 0110. 6413. 641.823. 224. 977. 7710. 4513. 4916. 91ha440550640740830510630730830930扩hc380410440490520380430460500540展bc2190273032203690417025703150365041304630基Pk4655 65 75855064758595础7 ±128±128±127 ±146 ±167±128±127±147±147 ±16Ve1. 031. 331. 652. 032.401. 211. 621.962. 352. 77注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页直立式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，（①为延米钢筋量。图名及参数表（七）页次138

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.30简图资路堤墙边坡高h,≤H边坡宽b,=2.00×h，9k=30kPa路堑墙边坡坡度1:2.00核选用号ZTD2ZTD3ZTD4ZTD5ZTD6ZTD7ZTD8ZQD2ZQD3ZQD4ZQD5ZQD6ZOD7ZQD8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha36049063083098011201270340490650890106012401410截b13901900面242033003880446050401260191025603600433050505780校b;170190210230250270290170190210230250270290尺Ba18002470314041604890561063401680247032704450532061907060寸m0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 201: n49. 949. 549.148. 9050. 648. 748. 557. 957. 957. 957. 957. 957. 957. 9设Ea32661121872643554602966117201289394514路堤墙主ks1.101.101.101. 101.101. 101. 101.111. 101.101.101.101.10要1.10参kt6. 475. 434. 985. 485. 275. 115. 005. 865. 665. 586. 536. 486. 446. 42P37628710412815317739608194114134154数P242587398115132149406080109131152174V2. 875. 9310.1016. 9123. 9232.1341. 562. 655. 9510.5818.1726.1835. 6046.53ha/100011501300///扩hec15906406901: n展be498057406520B,基Pk119139158路堑墙础6 ±167±167±16Vc3. 614. 445. 35注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。直立式路堤、路堑墙图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。图名截面尺寸及参数表（一）页次141

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.50简图资路堤墙边坡高h,≤H边坡宽b,=2.00xh，qx=30kPa路堑墙边坡坡度1:2.00核选用号ZTD2ZTD3ZTD4ZTD5ZTD6ZTD7ZTD8ZQD2ZQD3ZQD4ZQD5ZQD6ZQD7ZQD8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha250350450580690790890240350460620740860980截b6709001140158018502130240059090012201760211024702830面b;170190210230250270290170190210230250270290尺Ba127017502240292034303960447012001750231030903680428048800:1寸mi0. 250. 250. 250. 250. 250.250. 250. 250. 250. 250. 250. 250. 250. 25n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 201: n050. 649. 949. 549.148. 948.748. 557. 957. 957. 957. 957. 957. 957. 9设32661121872643554602966117201289394514路堤墙主Ea要ks1. 111.101. 111.101. 101.101.101.111.101.101.101.101.101.10kt2. 682. 362. 232. 352. 282. 252. 212.522. 432. 422. 662. 632. 632. 62参P59971361652032402796194127150182214245数P21614132525262612172343515968V1. 783. 656. 2310. 3914. 6919.7825.571. 643. 656. 5211. 1916. 0821.9028.63ha/5707308601000114057073087010201160扩he14004504905405804104705205706101: n展bc2860364043205020571028403660437050905800基Pk587691105119618198115132路堑墙础18 ±126 ±147 ±147 ±146 ±188±127±147±146±167 ±16Ve1.421. 982.503.113.731. 452.102.703. 374. 05注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。直立式路堤、路堑墙图集号|甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名截面尺寸及参数表（三）页次143

设计抗震设防烈度为7（0.15g）、8（0.2g）度填料内摩擦角0=30°基底摩擦系数μ=0.40简图资料路肩墙A均布荷载qk=10kPa路肩墙B均布荷载9k=30kPa核选用号FJDA2FJDA3FJDA4FJDA5FJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8审墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha2503905006107208309503204005506707809001020截b5005006007508601000114097010408601040119013601520面b,250280310340370400430250280310340尺370400430Ba12601930249030603600416047301600199027403350392045205100寸m20. 210. 340. 350. 350. 350. 350. 350. 150. 180. 350. 350. 350. 350. 35n0. 200.200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2031. 729. 629. 429. 429. 429. 429. 432.832. 229. 429. 429. 429. 429. 4主Ea2456941542152863673971134209281363456ks1. 271. 371. 411. 341. 351. 371. 391. 111.111. 191. 171. 211. 251.28bj要k,2. 482. 722. 672. 592. 552. 562. 572.902. 262. 492. 44参2. 452. 482. 501:nPi669613017020724227764118150193230264299数P247691101712000V1.523. 115. 278.1811.5215. 6220. 342. 253. 986. 199. 4613. 2717.8523. 03ha65081096011101260530720890105012001360扩he/400440480520570350400440480520570展bc32404030478055406300264036104440523060206800基Pk1526678911044559738699112础18 ±128±126 ±16±187±207Φ127±127Φ147±187±207 ±22Vc1. 592.112.653.263.981.181. 772.322.913.554. 30注：1.表内尺寸单位以毫米计，大有关符号及其意义见说明第3、20、21页俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表(二)页次151

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.50简图资料路肩墙A均布荷载qμ=10kPa路肩墙B均布荷载9k=30kPa核选用号FJDA2FJDA3FJDA4FJDA5FJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8审墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700hn190290380480570660750220330430530620720810截b5005006608601040122013907907409601200140016001800面校5250280310340370400430250280310340370400430尺Ba12801960255031803780439049901490220028503510414047705390寸m20. 220. 350. 350. 350. 350. 350. 350.180. 350. 350. 350. 350. 350. 35n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15031.529. 429. 429. 429. 429. 429. 432. 229. 429. 429. 429. 429. 429. 4Ea2557941542152863674087134主209281363456ks1. 391. 491. 561. 511. 551. 581. 601. 111. 251. 361. 351. 401. 451. 48要k2. 322. 532. 552.532. 562. 592. 602. 182. 342. 432. 432. 472.502. 53参1: nPi7110313817721224728383122156197233269304数P21210100000001V1. 563. 215. 628.8812.7817. 4022. 652. 033. 876. 7110.2414.7519.8125.63ha39051063076088010004405707008309501080扩he340380430470510560340380430470510560展be260033904230504058506650294037904680552063507180基Pk405267809310646597487101114础6 ±127±127±147 ±168±188±206 ±127虫127±167±188 ±208±22Vc1. 141. 602.172. 763. 404. 151. 281. 792. 403. 023.704. 49注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。及参数表（三）页次152

注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。 2.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=40°基底摩擦系数μ=0.40简图资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载q=30kPa核选用号FJDA2FJDA3FJDA4FJDA5FJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8审墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700hn170250350430520600680200300390480570650740截b500500500580700830960630550700890104011801320面尺250280310340370400430250280310340370400430Ba11401700231029003450400045601310201025903210378043504920寸m20. 150. 260. 330. 350. 350. 350. 350. 170. 350. 350. 350. 350. 350. 35n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 1526.624. 623. 423. 123.123.123.126.223. 123. 123. 123. 123. 123. 1501639711211682242872968105164220284356主Eaks1.531. 511. 551. 481. 521. 551. 581. 111. 231. 331. 331. 391. 431. 47要参k2.532. 472. 602.582. 602. 632. 652. 202. 412. 462. 492.532.562. 581:0P649913016720123426779115149188222256290数BgP26100011101100V1. 442. 874. 897. 5910. 9114. 8919. 491. 723. 355. 769. 0212.7817.1422.14ha460580690800910400520640760870980扩hc380420470510560340380430470510560展be30703860459053306070267034504270504058006560基Pk496375881014456718396109础7 ±128±126 ±167 ±188±186 ±127Φ127±146 ±188±188±20Vc1. 441. 952.513.103. 781.171. 622.192.763. 374. 09注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页俯斜式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（八）页次157

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=30°基底摩擦系数μ=0.30简图资料路堤墙AA边坡高h,≤H边坡宽b,=2.00×hp9=10kPa路堤墙B边坡高h,≤H边坡宽b,=2.00×h，9=30kPa核选用号FTDA2FTDA3FTDA4FTDA5FTDA6FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8审墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700ha3605106709001060123014004806408101060124014201600截b11801720228031803800442050401760236029604000468053606040面尺b;250280310340370400430250280310340370400430Ba18102570336044805320616070002380321040305290619070907990寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20047.146. 646.346. 145. 945.845.747. 646. 946. 446. 145. 845. 645. 4SO *0:TEa33731282183114225494693157261367492主635要ks1. 111. 101. 111.101.101.101. 101. 111. 111. 111. 101.101.101.10参kt5. 855.184. 955. 545. 415. 325. 269. 427. 356. 477. 156. 676. 506. 31I: nPi396693111137163189305480961201451692数P239536793109126142516884112130148165V2. 625. 669.9416. 6724.1632.7742.683. 567. 2412.2020.2228. 4938.1749.27ha//920110012901470/护hc560610660710展bc//4610552064307330基Pk199119138158础/6 ±167±167±166 ±18/Vc3.184. 065. 036. 08注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页图名俯斜式路堤墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量及参数表（一）页次159

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.40资料简图路堤墙A边坡高h,≤H边坡宽b=2.00×h，qk=10kPa路堤墙B边坡高h,≤H边坡宽b,=2.00×hp9k=30kP选用号FTDA2FTDA3FTDA4FTDA5FTDA6FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8墙高H20003000400050006000700080002000300040005000600070008000hj400450500550600650700400450500550600650700ha290410530700830960109037050062082096010901230截面b8001180156022002620306034801220164020402780326037204200bj250280310340370400尺430250280310340370400430Ba14302040264035104150481054601850249031204080478054706170寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200.200. 200. 2047.146. 646. 346.145. 945. 845.747. 646. 946. 446. 145. 845. 645. 450 0:1:0Ea3373128218311422549主4693157261367492635ks1. 111.101.101.101.101. 101.101. 111. 111. 101. 101.101.101.10b要kt3. 363. 032.873. 143. 053. 012. 974. 773. 913. 49参3. 763. 613. 483. 401: nPi559313215919723427244 79117141177213249数BP22428315055626640475274828997V1. 964. 267. 4512. 6818.1124. 6332. 012. 695. 469.1315.1821.4328. 6236. 99ha64082099011501310700900107012401420扩he440500550590640470530570620660展be3190412049305750657035204510536062207080基Pk67891061241417597115133151础8 ±127±146 ±166 ±166 ±187±147±146 ±167虫167 ±16Vc1.722.473.163. 884. 722. 052.893.624. 465. 32注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，俯斜式路堤墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量。图名及参数表(二)页次160

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=35°基底摩擦系数μ=0.40简图资料路堤墙A边坡高h,≤H边坡宽b,=1.75xhpq=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.75×h，qk=30kPa核选用号FTDA2FTDA3FTDA4FTDA5FTDA6FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha2403404505906908009103004105206707909001020截b58086011401620192022402560880120015002060240027603100面b;250280310340370400430250280310340370400430尺Ba12201720223029303460400045501510206025803370393045205080寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 200.200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20n42. 341. 841. 541. 341. 241.141. 042.842.141. 741. 341. 140. 940. 8501: Ea28621081842643584663979133221311417538主ks1.121. 111. 111. 111. 101. 101. 101.101. 111.101.101.101.101.10要kt2.732. 442. 312. 462. 382. 352. 323. 522. 992. 692. 872. 732. 662. 59参1:nPi621071531882342793235495140171216258304数BP2151272016151330312844 44 4443V1. 573. 405. 9510.1214. 3919.5525. 492.104. 317.2412. 0716.9522.7829.34ha/44058074089010401190/63081096011201270扩he1380410470510550600/1440500540580620展be/218029103720446052005950/31504030480055906350基Pk476182971131296990106122139础17 ±128±127 ±147 ±147±187±208±127±147±147±168±18Ve1. 041. 452. 062. 623.223. 931. 692.403.003. 684. 38注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页俯斜式路堤墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，（①为延米钢筋量。图名及参数表（五）页次163

注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。 2.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角(=30°基底摩擦系数μ=0.40资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载Qk=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200500550600650700750800850900500550600650700750800850900截面ha150190220250280340370400440180230260290320380420450480bt42076098011801380180019602160235078010401200132014701910208022402400尺5310340370400430470500530560310340370400430470500530560寸Ba146018902200249028103400370040404400184022902610290032203830418044804830m20. 400. 400. 400. 400. 410. 430. 440. 450. 460. 410. 460. 480. 500. 510. 520. 530. 530. 54n0. 100. 100.100. 100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 1039. 639. 639. 639. 639.739. 439. 439. 439. 439. 539. 139. 239.339. 339. 039. 039.139.1主ks1. 101. 101. 111. 101. 111. 111. 101. 111. 111. 101. 101. 111. 111. 111. 111. 111. 111.11要kt1. 851. 901.871. 811. 811. 931. 891. 881. 892. 042. 051. 981. 911. 881. 991. 971. 931. 92参P179223274333383409466514560189239294354408438488545595数P21520188730242527323632331840403332 V4. 827. 5510. 4913. 7817. 7523. 6728. 7334. 5741. 035. 708.8012. 1115. 8420. 1526. 4532.1738. 0944. 88ha190240280330370440480530570230290330370420490540580630扩hc430470510550590640680730770430480510550590650690730800展be187024202840328037104380481052605730228028503310375042004890536058006280基Pk759511312914717118820722589111129146163187206223241础8127±147±146 ±167±167±187±208±208±228±127±147±147±16±188±188±208±229± 22Ve0. 961. 321. 652. 002. 393. 033. 484. 034. 581. 191. 611. 942. 312.723. 453. 964. 465. 19注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，为延米钢筋量。图名及参数表(二)页次169

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.50资料路肩墙A均布荷载=10kPa路肩墙B均布荷载q=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9JDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h500550600650700750800850900500550600650700750800850900对截hn000000000000000000校面bt510880110013401600198022002380259088011601340148016602120228025102690尺310340370400430470500530560310340370400430470500530560寸Ba156020202340267030503590396042804660195024202770309034304060440047705140m20. 400. 400. 400. 400. 410. 430. 440. 450. 460. 410. 460. 480. 500. 510. 520. 530. 530. 54n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0039.939. 639. 639. 639. 739. 439. 439. 439. 439.539.139. 239. 339. 339. 039, 039.139.1主ks1. 111. 111. 101. 111. 121. 111. 111. 101. 111. 101. 101. 111. 111. 111. 111. 101. 111. 11要kt1, 851. 901, 851. 821. 851. 891. 881. 861. 862. 002. 001. 951, 891, 871. 951. 921. 911. 90参P183230286339384429479535583201254309368423459516567617数P2913514129432124 189421141211V5. 118. 0311. 0914.7019. 1025. 0730. 6836. 6343. 486. 059. 3512.8716.8521.4628.1834. 0440. 647. 86ha扩he390430470500550590630670770390430470500540590650750870展be203026203090356040504720523056906200248030903590407045505290579062906800基P749411012814616718520322187109126143161184201219237础7 128±127±147±167Φ187±209 ±209±22227虫128 ±126±167±187±207±229±2210吨22Ve0. 971. 351. 682. 022. 473. 053. 554. 054. 931. 201. 601. 972. 332.753. 444. 054. 926. 00注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。R衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（三)页次170

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=35°基底摩擦系数文μ=0.30料路肩墙A均布荷载龙q=10kPa路肩墙B均布荷载Q=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900面ha190240280310350420460500540240290330370410480520560600bf21046062078093013301480158017805308008909801090尺1370152016301780b,310340370400430470500530560310340370400430470500530560寸Ba125015901840209023202820309033303620157019502200245027103170345037304000m20. 400. 400. 400. 400. 400. 400. 410. 420. 420. 400. 410. 440. 460. 470. 490. 490. 500. 50n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 1536. 636. 636.736.736. 736.536. 536. 536. 536. 536. 236. 336. 336. 436. 136.136. 236. 2主ks1. 111. 111. 111. 111. 111. 111. 111. 101. 111. 101. 111. 111. 111. 111. 101. 111. 111. 11要参1. 841. 901, 851. 811. 771. 891. 871. 831. 842.042. 051. 971. 911. 871. 931. 911. 891. 88Pi169210262316374398447506552174223279336393429481533585数P2273837342955575255475652484364636263V4.326. 669. 2012.1415. 4120. 3924. 9029. 6735. 085. 047. 6810.5313. 8017. 4922.7827. 5532.8838. 57ha230290350400450530580640690280350410460520590650710760护he460510550590630690740780820470510550590630690730770820展be155019602300265029803530389042304610187023402700306034303950434047205080基Pk7910112013815718120121923993116135154172197216235255础6Φ 147±146Φ166 Φ16167虫166 ±187±188±1814±146±166±16Φ167Φ167188±188±20Ve0. 841. 151. 421. 712. 022.603. 023. 423. 881.051. 391. 692..002. 352.933. 353. 844. 30注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名及参数表（四）页次171

设计抗震设防烈度为7(0.15g)、8(0.2g）度填料内摩擦角0=35°基底摩擦系数μ=0.50资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载q=30kPa选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截hi500550600650700750800850900500550600650700750800850900面ha0000000000000bt2204606708701090140016001760211046074089010401220尺1440164018002160310340370400430470500530560310340370400430470500530560寸Ba1270160019002190250029103240354039901510190022202530285032703600393044200. 400. 400. 400. 400. 400. 400. 410. 420. 420. 400. 410. 440. 460. 470. 490. 490. 500. 50n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0036. 636. 636. 736.736. 736. 536. 536. 536. 536. 536. 236. 336. 336. 436.136.136. 236. 2主ks1. 171. 161. 181. 201. 211. 181. 201. 201. 231. 131. 161. 201. 181. 191. 201. 24要kt1. 701. 701. 721. 721. 741. 751. 761. 761. 841. 721. 751, 761, 761.781. 781. 781. 801. 89参P194248296349395451497549569222278331383430490539585602数P2414263763324337461041V4. 426. 779.5312.7016.4421.1826.1231. 4138.185. 007. 6910. 7714. 3518. 4923. 7128.9234. 7942.21ha扩hc390430470510560590640680730380430460510550590630680770展be168021302520291033103870429047005180200025202950336037704340477051905710基P759411313215117119020923284106126145165186205225249础7Φ 128±127±147 ±147±167±187±207±229±207±128 ±127±14±167±187±207±220±2010±200. 791. 081. 361. 672. 042. 482. 933. 363. 960. 941. 281. 571.932.302.793.233. 744. 58注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，④为延米钢筋量，图名及参数表（六）页次173

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=40°基底摩擦系数μ=0. 30资料路肩墙A均布荷载qk=10kPa路肩墙B均布荷载=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900面hn190210230250290330380440490190210250280330370420480540bt21026031036054072096012301490210280430500670830104012801540尺b;310340370400430470500530560310340370400430470500530560寸Ba125013901530167019402210254029003240125014101650187021702490281032003580m20. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 420. 430. 450. 450. 460. 46n0. 150. 150. 150.150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15633.733. 433. 533. 533. 933. 633.733.733.733. 232. 933. 433. 533. 533. 333. 333. 433.4主ks1. 611. 371. 311. 271. 311. 231. 291. 361. 411. 191. 111. 141. 171. 241. 211. 271. 341. 40要kt2. 271. 921. 771. 661. 711. 681. 761. 861. 931. 811. 621. 631. 621. 691. 711. 771. 871. 96参Pi120193264341372442461473493191288337396425480505514530数P27864 5131453262981273997326335898129V4. 326. 098.1410.4713. 6717.2721.6626.7432. 254. 326. 158. 5511. 3314. 8419. 0723. 6529. 2435.21ha200240280320370430480530580230280330370420480530590650护hc530540570600650690750810870470490530570630680740800860展be134016201880213024502850318035403880153018502180248028103210355039304310基Pk9211012814616518420923425994113130150174199223249274础7Φ146Φ166±166 ±167±167±166Φ187Φ187±187±147±147±146±167±167±166±187±187±18Ve0. 841. 001. 181. 381. 692. 052. 482. 973. 490. 841. 021. 281.531.892. 302.753. 283. 85注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量，图名及参数表（七）页次174

设计抗震设防烈度为7（0.15g)、8（0.2g)度填料内摩擦角(0=40°基底摩擦系数μ=0.50资料路肩墙A均布荷载qk=10kPa路肩墙B均布荷载q=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10墙高400050006000700080009000100001100012000400050006000700080009000100001100012000hj160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900hn00000000000000面bt2102603104506709001160145017802104205806708301010128015401820尺b;310340370400430470500530560310340370400430470500530560寸Ba126014001540177020902410276031403550126015601810205023402690308034903890m20. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 420. 430. 450. 450. 460. 46n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0033.733. 433. 533. 833. 933. 633.733. 733. 733. 233. 333. 433. 533. 533. 333. 333. 433. 4主ks1. 461. 331. 291. 301. 341. 311. 351. 391. 431. 211. 221. 251. 281. 311. 291. 331. 381. 42要k2. 051. 761. 631. 621. 701. 691. 771. 851. 941. 651. 661. 661. 651. 691. 701. 791. 881. 95参Pi143227306358387450474494509223282338395436496516531553数P255319324184372105742012124174101V4. 386. 178.2310. 9414.4418. 4623.1628.6034. 844. 386. 659.1812.1915.8220. 3425. 4831.5037.95ha扩he450460490520570610660720780390430470510560600660710760展be145017502020235027103150353039204330166020602410273030803540396043704790基P8610312013615917920222725287108128148170193216242266础①8±126Φ147±147±146±167虫166 Φ187±187±187±128±127±147±147Φ167Φ188±188±188±20Ve0. 790. 941.121. 351. 692. 072. 482. 993. 55.0. 791. 051. 351. 561.892. 302. 793. 303.85注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、221页衡重式路肩墙截面尺寸图集号甘12G82.选用扩展基础的注意事项见第9、24页，①为延米钢筋量图名及参数表（九）页次176

抗震设防烈度为7（0.15g）、8（0.2g）度填料内摩擦角0=30°基底摩擦系数μ=0.30设均布荷载q=10kPa简图资料串基底最大压力Pkmax≤100kPa基底最大压力Pkmx≤150kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5)XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hi15602440324036504040444048501560244032303640404044404840hn220330460530620690760220330430490560620690截面bi160270480570710820930160240320360400460540尺b2250280400440480530580250280400440480530580b3680112014201620190021002290680112014401640193021302330寸s0040043045047050000400430450470500n0. 200. 200. 200. 200. 200. 2 00. 200. 200. 200. 200. 200. 200. 200. 200 '0 :[031, 531. 531. 531. 531. 531. 531. 531. 531.531.531. 531. 531. 531. 5主Ea44881461802382833324488146180238283332要ks1.151. 151.151. 151. 151. 151. 151. 151. 141. 151. 151.151. 151. 15参kt2. 412. 753. 163. 333. 673. 833. 972. 412. 652. 772. 853. 013. 113. 25数Pi911009999100999991106125131145149149P2219455774879921528364657696 Φ126 Φ126 ±127 ±127±127±128±126±126Φ126 ±127±127 ±127±128±12扩2 ±146 ±126 ±146 ±164±227±182 ±146 ±126 ±146 ±164±227±18展?6 Φ126±126 ±127 ±127±127±128±126±126±126 ±127±127±127Φ128±12基2 ±122 ±122 ±122±142 ±142 Φ122 ±122 ±122 ±142±14础6 ±127±127±127虫128±126±127±127±127±128±12Ve0. 611. 011. 932. 322. 783. 293.840. 611. 001.882.252.683.163. 69注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。图名悬臂式路肩墙截面尺寸图集号甘12G82.~③为延米钢筋量，及配筋表（9=10kPa)（一）页次177

抗震设防烈度为7(0.15g)、8（0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.50设计均布荷载=10kPa简图资料基底最大压力Pkmaxs≤200kPa基底最大压力Pkmz≤250kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5|XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H2000300040004500500055006000200030004000450050005500600017502720360040604520497054201750272036004060452049705420hn000.0截0000000000bi260320370380400490600260320370380400440480面b2250280400440480530580250280400440尺480530580ba750121015401760206022702480750121015401760206022702480寸s0040043045047050000400430450470500n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000 0:1031. 531.531.531. 531. 531. 531. 531. 531.531. 531.531. 531.531. 5主Ea44881461802382833324488146180238283332要ks1. 111. 111.101.101.101.101. 101. 111. 111.101.101.101.101.10: n参2. 252. 252. 222. 222. 272. 362. 472. 252. 252. 222. 222. 272. 302. 34b数Pi8711915517119619919987119155171196207219P2010131325010137116 ±126±126 ±127 ±127±127±128±126 ±126±126 ±127±127±127±128±12扩4±126 ±146 ±167±187±206 ±224±126 ±146 ±167±187±206±22展?6 ±126虫126 ±127 ±127±127Φ128±126±126Φ126 ±127±127±127±128±12基2 Φ144±125Φ125±145 ±142 ±144±125 ±125 ±146Φ14础?6 ±127 ±127±127Φ128±126 ±127±127±127±128±12Vc.0. 681.102.032. 422.883.413. 990. 681.102.032. 422.883. 393. 94注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量，图名及配筋表（qi=10kPa)（三）页次179

抗震设防烈度为7（0.15g)、8（0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0.40设计均布荷载=10kPa简图资料核基底最大压力Pkmax≤150kPa基底最大压力Pkmax≤200kPa审选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H2000300040004500500055006000200030004000450050005500600016802610346039004340478052101680261034603900433047705200hn100140180210250280310100140180200230260290截校b,290310360430580670770290310340360400440490面b250280390430470510560250280390430470510560尺b34608401090125014701630178046084010901260148016501810寸S00400430450470500004004304504705000.100.100. 100. 100. 100. 100. 100. 100.100. 100.100 0 :1n0. 100. 100. 10029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 0主Ea39781291592102502933978129159210250293要ks1.141.141.151. 151. 151. 151. 151.141. 141. 151. 151. 151. 151.15参k2.122.102.122. 232. 462. 562. 662. 122.102. 082.122. 192. 252. 31数P8511814915014914914985118154165186194199P2104153445571015917256 ±126Φ126 ±126 ±127±127±128±126±126Φ126 ±126 ±127±127±128±12护2 ±125±126 ±146 ±167Φ167±182Φ125 ±126 ±146 ±167±167±18展?6 ±126Φ126 ±126 ±127Φ127±128±126Φ126±126 ±126 ±127 ±127±128±12基2 ±122 ±122 Φ122Φ142±122 ±122±122 Φ122 Φ142±12础?6 ±126 ±127±127±128±126 ±126 ±127 ±127±128±12Ve0. 610. 981. 812.182.633. 083. 600. 610. 981.802.162. 572. 993. 49注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臀式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qk=10kPa)（五）页次181

抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0.50计均布荷载9=10kPa简图资料核基底最大压力Pkmx≤200kPa基底最大压力Pkmax≤250kPa审选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H2000300040004500500055006000200030004000450050005500600017502720361040704530499054401750272036104070453049905440截00000000000000校330390440460490540640330390440460490500510面ba250280390430470510560250280390430470510560尺b35008701120129015101680184050087011201290151016801840寸s0040043045047050000400430450470500n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000 *0 :T设029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 0主Ea39781291592102502933978129159210250293要ks1.121. 111. 111. 111. 101. 111. 111.121. 111. 111. 111. 101.101. 10: 参kt2.102. 072. 042. 052. 072.122. 212.102. 072. 042. 052. 072. 072. 07数Pi8211414916419119919882114149164191208225P21101171911011116 Φ126Φ126 ±126 ±127±127±128虫126 Φ126±126虫126 虫127 Φ127Φ128±12扩2 ±124 ±146 ±146 ±164±227±182±124 ±146 ±146 ±164±227±18展6 Φ126Φ126 Φ126 ±127Φ127±128±126±126±126 ±126 ±127 Φ127Φ128±12基2 Φ122 ±122±122±122 ±122 Φ122 ±122 ±122 ±142Φ14础?6 ±126 ±127±127±128±126 ±126 ±127±127±128±12Vc0. 641. 031. 892. 252. 673.113. 650. 641. 031.892.252.673.103. 59注：1.表内尺寸单位以毫米计Q／GDW 1898-2013 交流采样测量装置校验规范，有关符号及其意义见说明第3、20、221页。图名悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。及配筋表（9=10kPa）（六）页次182

抗震设防烈度为7(0.15g)、8（0.2g)度填料内摩擦角0=40°基底摩擦系数μ=0.30设计均布荷载9k=10kPa简图资料串基底最大压力Pkmax≤100kPa基底最大压力Pkmax≤150kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000h,16602600346038904320476051901660260034503890432047605190ha100160220250290330360100150200220260290330截校b1602905106207809001030160240320360440530630面ba250270380420460500550250270380420460500550尺b3610100012601440170018702040610101012801460173019102080影寸s0040043045047050000400430450470500n0.100. 100. 100. 100. 100. 100.100.100. 100. 100. 100.100.100.100'0:026. 526. 526. 526. 526. 526.526.526.526.526.526. 526. 526. 526. 5主Ea36721191471942302703672119147194230270要ks1. 151. 151. 151. 151.151.151. 151. 151. 151.151. 151. 151. 151. 15:t参kt2. 492. 783. 133. 313. 623. 743. 882. 492. 652. 702. 762.983. 113. 23b数P188991009999999988109132141148149149P2520445673849651424304456686Φ126Φ126 ±126 ±127±127±128±126±126Φ126 ±126 ±127 ±127Φ128±12扩2 ±124±125 ±146 ±146±167±162±124±125 ±146 ±146±167±16展?6 ±126 ±126 ±126 ±127±127虫128Φ126±126±126 ±126 ±127 ±127Φ128±12基2 ±122 Φ122 Φ122±122±122 Φ122 ±122 Φ122Φ122±12础?/6 ±126 ±127±127±128±126 ±126±127 ±127±128±12Ve0. 610. 991.882. 272. 743. 203. 750. 610. 981.822.192.633. 083. 60注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页。悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（9k=10kPa）（七）页次183

抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=40°基底摩擦系数μ=0.50设计均布荷载9=10kPa简图资料核基底最大压力Pkmx≤200kPa基底最大压力Pkmax≤250kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hi17502730362040804540500054501750273036204080454050005450hn0000000截0000000bi290420460500570620710290420460500570590610面ba250270380420460500550250尺270380420460500550b3440660880990110012101320440660880990110012101320寸s00400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00n26.526. 526.526. 526. 526. 526. 526.526. 526.526.526. 526.526. 5主Ea36721191471942302703672119147194230270要ks1. 241. 161. 171. 151.121. 111. 111. 241.161. 171. 151.121. 111. 11参kt2.101. 991. 981. 951. 941. 962. 022.101. 991. 981. 951. 941. 921. 91bb数Pi8611315016318819819986113150163188206223P211111516111006 ±126 ±126 ±126 ±127±127±128±126 ±126±126 ±126±127±127±128±12扩?2 ±124±125 Φ146 ±146±167Φ162±124 ±125 ±146 ±146±167±16展?6 ±126 Φ126 ±126 ±127±127±128±126±126Φ126 ±126 ±127Φ127Φ128±12基12 ±122 ±122 Φ122±122 ±122 ±122 ±122 ±122±122Φ12础?6 ±126 ±127±127±128±126 ±126 ±127±127±128±12Ve0. 620. 971. 792.132.522.923. 420. 620. 971. 792.132.522. 913. 38注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、220、21页。悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（qi=10kPa）（九）页次185

抗震设防烈度为7(0.15g）、8(0.2g)度填料内摩擦角?=30°基底摩擦系数μ=0.40设计均布荷载9k=30kPa简图资料核基底最大压力Pkmax≤150kPa基底最大压力Pkmax≤200kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hr16102490336037904210463050501610249033603790421046305040ha250350280320370410450250350260290340380420截校bi5106205206508109501100510620320360480590710面ba250290410450500550610250290410450500550尺610b34708201900210024302630282047082019202130244026602860p寸00400430450470500004004304504705000. 200. 200. 100. 100. 100. 100.100. 200. 200. 100. 100.100.100. 100'0:Tn31. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531, 5主Ea7613620925132437843676136209251324378436要ks1.151. 151. 151. 151. 151. 151. 151. 151.151. 151. 151. 141.151. 15参kt2.162. 132. 812. 933. 203. 303. 412.162.132. 472. 492. 712.832. 94数Pi111140149149149150149111140184197200199199P212283959708112472638506 ±126±126 ±127 ±128±127±146±166±126±126 ±127±128±127±146±16扩?2 ±125 Φ167±187 ±207±227±226±252±125Φ167±187±207 ±227±226±25展6 ±126±126 ±127 ±127±127±128±126 ±126±127±127±147 ±147±146±16基5 ±144 ±165 ±146±146 ±14/6 ±146 ±146 ±145±165±16础?6 ±127 ±128 ±127±146±166 ±127±128 ±127±146±160. 651. 062.162. 593.163. 714. 370. 651. 062.102. 503. 043. 584.22注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页，图名悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。及配筋表（9k=30kPa）（二）页次187

抗震设防烈度为7（0.15g)、8（0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0.40均布荷载=30kPa简图资料电基底最大压力Pkmax≤150kPa基底最大压力FPkmax≤200kPa选用号XJDA2XJDA3XJDA44XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000h,16502580343038704300473051501650258034303870430047305150ha130180240270310350380130180220250290320350树截校bi29041066078094010701200290410510540660面770870ba250280400440480530590250280400440480530尺590ba720109013101470170018502000720109013301490173018802030寸s0040043045047050000400430450470500n0. 100. 100. 100. 100.100. 100.100. 100. 100. 100. 100. 100. 100.100'0 :1设029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 0主Ea6711918422228633338467119184222286333384NH要ks1. 151. 151. 151. 151.151.151.151.151.151. 151. 151. 151. 151.15参kt2. 252. 242. 432. 552. 752. 842. 922. 252. 242. 202.192. 382. 462. 54b数Pi116146149148150150150116146180195199198200P201213250617201111931416 ±126±126 ±127 ±127±128±127±146±126虫126±127±127 ±128±127±14扩5 ±144±204 ±227±207±207±225 ±144±204±227 ±206± 227±22展6 ±126±126 ±127 ±127±127虫128±126±126Φ126 ±127±127±127Φ128±12基12 ±122 ±122 ±122 ±122 虫142±122Φ122 ±144±124 ±125±125Φ12础?6 ±127 ±127±128±127±146±127±127±128±127±14Ve0. 661. 062.002. 402.883. 394.000. 661. 061.962. 332. 793. 293.87注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（9k=30kPa）（五）页次190

抗震设防烈度为7（0.15g）、8(0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0.50设计均布荷载9=30kPa简图资料核基底最大压力Pkmx≤200kPa基底最大压力Pkmx≤250kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000h17502720360040604520497054101750272036004060452049705410ha00000000000000截藏b3404906206707809001030340490620670680720760面b2250280400440480530590250280400440480530尺590b3770114013801540179019502110770114013801540179019502110寸S00400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0000:1029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 0主Ea6711918422228633338467119184222286333384要ks1. 111. 111. 111. 111. 111. 111.111.111. 111. 111. 111.111. 111.11: n参kt2. 202.182.142.142. 262. 342. 422.202.182. 142. 142. 142. 142. 15D数Pi112141174189199200199112141174189219234248P210114243511010136 ±126Φ126 ±127 ±127±128±127Φ146±126虫126 ±127±127 ±128±127±14扩?2 ±126 ±147 ±167 ±187±207±226±252 ±126 ±147±167±187±207±226±25展?6 ±126 ±126 Φ127 ±127±127±128±126 ±126 ±126 ±127Φ127 ±127±128±12基2 Φ124 ±124 ±125 ±126±126Φ122 ±124±124±126 ±126 ±145± 16础6 ±127 ±127±128±127虫146 ±127±127±128±127±14Ve0. 711.122. 062. 452.923. 444. 060. 711. 122. 062. 452.883. 373.95注：1.表内尺寸单位以毫米计，不有关符号及其意义见说明第3、20、21页悬臂式路肩墙截面尺寸图集号甘12G82.~③为延米钢筋量。图名及配筋表（9=30kPa）（六）页次191

抗震设防烈度为7（0.15g）、8（0.2g）度填料内摩擦角0=40°基底摩擦系数从=0.40设计均布荷载9=30kPa简图资料电基底最大压力Pkmax≤150kPa基底最大压力Pkmx≤200kPa选用号XJDA2XJDA3XJDA4XXJDA4+XJDA5|XXJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hi16802620348039304370480052401680262034803930437048005240hn110160210230270300320110160200220250270300截bi4205807809001090120013204205806807308409401040面b,250280390430470520570250280390430470520570尺b440690880990112012401350440690880990114012601370寸S00400430450470500004004304504705000. 100. 100. 100.100. 100.100. 100.100. 100.100. 100.100. 100. 100 “0:[n026.526. 526.526.526.526. 526.526.526.526. 526.526. 526.526. 5主Ea6211017020526430835562110170205264308355要ks1.181.151.171.161. 151.151.151.181.151.161. 151. 151. 151. 15参kt2.122. 062. 222. 292. 462.532. 602.122. 062. 042. 022.132. 212. 27brb数Pi113140149149149150150113140174188200199199P211182746566711111325366 Φ126 Φ126 ±127 ±127±127±128±126 ±126Φ126 ±127Φ127 ±127虫128±12扩4 ±145 ±164±207±185±227±20/4±145 ±164±207±185±227±20展?6 ±126 Φ126 ±127 ±127±127±128±126 ±126Φ126 Φ127Φ127 ±127±128±12基2 Φ122 ±122 ±122±142 Φ142 Φ122 ±122 ±122 ±142 ±14础?6 ±127 ±127±127±128±126 ±127±127±127±128±12Ve0. 641. 021.882. 262. 703.183. 710. 641. 021.852. 212.623. 093. 60注：1.表内尺寸单位以毫米计GTCC-050-2019 车站列控中心（硬件）-铁路专用产品质量监督抽查检验实施细则，有关符号及其意义见说明第3、20、21页。悬臂式路肩墙截面尺寸图集号甘12G82.①~③为延米钢筋量。图名及配筋表（9k=30kPa)（八）页次193

抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=35°基底摩擦系数μ=0.30设计边坡高h,≤H边坡宽b,=1.75xh，均布荷载q=30kPa资料基底最大压力≤100kPa基底最大压力Pkmax≤150kPa选用号XTDA2XTDA3XTDA4XTDA4+XTDA5XTDA5+XTDA6XTDB2XTDB3XTDB4XTDB4+XTDB5XTDB5+XTDB6墙高H20003000400045005000550060002000300040004500500055006000hi15502420322036304020442048201550242032103630401044104810hn230360490570650720800230340460530610680740截b1603705306807808701050160240380480570650720面尺b250290400440490540590250290400440490540590ba760116015201710198021802370760117015301720199021902390寸00400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200'0:Tn043.843.142.742.542. 342. 242. 043. 84. 3142. 742.542. 342.142. 0主Ea7114724530542150459371148246307423506596要ks1.121. 111.121. 121.121. 121.121. 121. 121.121.121. 121.121.12参kt3. 303. 553. 763. 944. 184. 254. 393. 303. 083. 273. 393. 663.733.80bb数Pi87981009897989987135148148147150150P25793139160205229246577010612817519822561261261211212812146126126121261212812扩2 ±126 ±127 ±147±167Φ188±182 ±126 ±127 ±147 ±167±188±18展?6 ±126 Φ126 ±126 Φ126 ±127Φ127Φ126±126Φ126 ±126±126 ±127Φ127Φ12基④3Φ125 ±127 ±127±148±146Φ185Φ128 ±128±147 ±168±167±18础?/6 ±127 ±127±128±127±146 ±126 ±126 ±127±128±12Ve0. 621. 061.972. 382.873. 383. 970. 621. 031. 922. 312.803. 303. 83注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、20、21页。悬臀式路堤墙截面尺寸图集号甘12G82.①~为延米钢筋量。图名及配筋表（三）页次

抗震设防烈度为7(0.15g)、8（0.2g)度填料内摩擦角0=40°基底摩擦系数=0.40计边坡高h,≤H边坡宽b,=1.50xh，均布荷载q==30kPa简图资料核基底最大压力Pkmax≤150kPa基底最大压力Pkmax≤200kPa选用号XTDA2XTDA3XTDA4XTDA4+XTDA5XXTDA5+XTDA6XTDB2XTDB3XTDB4XTDB4+XTDB5XTDB5+XTDB6墙高H20003000400045005000550060002000300040004500500055006000hi16702600345038904330476051901670260034503890433047605190ha100150210240280310340100140200200260290320截bi1603104906207808501010160240390470600670810面b2250280390430470520570250280390430470520570尺ba5709001170132015401700185057090011701330155017101810寸00400430450470500004004304504705000. 100. 100. 100 0 :Tn0. 100. 100. 100. 100. 100. 100. 100. 100. 100.100. 10设39.538. 838.538. 338. 138. 037. 939.538. 838. 538. 338.138. 037. 9主Ea5611919824734140948156119198248342410483要ks1. 111.121.121.121.121.121.121. 111. 111. 121.121. 121.121. 12参kt2. 312. 412. 642.742. 943. 003. 092. 312.182. 342.452. 662.722. 80by ba数Pi119147147147149149147119183199199196199199P223 4691110145171190232050751171401586 ±126Φ126 ±126 ±127±128±127±146±126±126 ±126 ±126 ±127±127±14扩2 ±126 ±127 ±147±168±168±182±126 ±127±147 ±168±167Φ18展?6 Φ126 ±126 ±126 ±126 ±127±127±126 ±126Φ126 ±126 ±126 ±127±128±12基13±125 ±127 ±128 ±148±146 ±184Φ127±127±147±166±187±18础?/6 ±126 ±127±128±127±146 ±126±126 ±127±127±14Ve0. 611. 001.872. 272.733. 213. 770. 610. 981. 842.222. 673.153. 69注：1.表内尺寸单位以毫米计，有关符号及其意义见说明第3、220、221页，图名悬臂式路堤墙截面尺寸图集号甘12G82.①~③为延米钢筋量。及配筋表（七）页次201

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2 JGJ 145-2013 混凝土结构后锚固技术规程

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2 SY/T 5891.1-1999 油气井射孔器检测用混凝土靶制作规范

3 JB/T 51026.2-1993 轮胎装载机 产品质量分等 试验方法

4 GB/T 10822-2014 一般用途织物芯阻燃输送带

5 DZ/T 0064.32-2021 地下水质分析方法 第32部分：锰量的测定 火焰原子吸收分光光度法

6 T／CBMF 78-2020 工业涂装及贴面用纤维水泥板.pdf

7 JGJ／T 72-2017 高层建筑岩土工程勘察标准(完整正版、清晰无水印).pdf

8 DB2101／T 0027-2021 大型游乐设施维护保养规范.pdf

9 医药工业洁净厂房设计规范 GB 50457-2008 [附条文说明].pdf

10 Q／GDW 10785.2-2017 配电网工程施工图设计内容深度规定 第2部分：配网电缆线路.pdf

11 湖北某大型剧场水电安装施工组织设计

12 消防安装施工组织设计

13 酒店水源热泵取水工程施工方案

1 GB 10616-1989 食品添加剂藻酸丙二醇酯

3 JB/T 51026.2-1993 轮胎装载机产品质量分等试验方法

5 DZ/T 0064.32-2021 地下水质分析方法第32部分：锰量的测定火焰原子吸收分光光度法

10 Q／GDW 10785.2-2017 配电网工程施工图设计内容深度规定第2部分：配网电缆线路.pdf