标准规范下载简介

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=0.50资料路堤墙边坡高h,≤H边坡宽b,=1.75xhqr=30kPa路堑墙边坡坡度1:1.75核选用号YT2YT3YT4YT5YT6YT7YT8YT9YT10YQ2YQ3YQ4YQ5YQ6YQ7YQ8YQ9YQ10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hi7601150153019102290267030603440382076011501530191022902670306034403820hz124018502470309037104330494055606180124018502470309037104330494055606180hj截400450500550600650700750800400450500550600650700750800树ha210280面360480560校6507308809702102603405006107008009801080尺b50050050050050050050071075050050050050052061071012101340b;170190210230250270290310340170190210寸230250270290310340Ba107014101800241028103230367044104850107013101690250030303510401048905420m20. 350. 440. 520. 690. 710. 730. 750. 800.800. 350. 350. 450. 740. 800. 800. 800. 800. 80设n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2050. 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k2. 201. 831. 751. 821. 761. 741. 731. 811. 792.902. 021. 852. 062. 062. 042. 042. 212. 20参Pi6712017021126231235939344346107163187228271312328368数P2155011633211844 3329668090102140153V1. 723. 355. 659. 3913.1417.6022. 7931.1438. 071. 723.125. 349. 7414.1419.2425. 2035. 2143.40ha3704806307408609701150127031042058070082094011101230扩he360400450490530570630670400430500540590630690740展be1840239031303710429048705740635015402090290035104100469055506160基Pk14864851021191361591765978109133155177206229础7Φ 128±128±127±146±167Φ188±187±228128 ±127±146±166 ±167±167Φ166Φ18Ve0. 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、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，①为延米钢筋量。截面尺寸及参数表（三）页次36

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=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YT2YT3YT4YT5YT6YT7YT8YT9YT10YQ2Y03YQ4YQ5YQ6YQ7YQ8YQ9YQ10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000hj7601150153019102290267030603440382076011501530191022902670306034403820h2142018502470309037104330494055606180124018502470309037104330494055606180裁h,400450500550600650700750800400450500550600650700750800 ha160200240270310350400470520160200240270310370450520600面尺D500500500500500500500500500500500500500500500500500500b170190210230250270290310340170190210230250270290310340寸Ba109013301570181020502320265031103490109013301570181020702500297034704010m20. 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. 15040.739. 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Pi40741171882483063494134482859101171231268297363389数P244 5355 3117610418607785716382109110143V1. 743. 154. 937. 079. 5812.5916. 4321. 66527.051. 743. 154. 937. 079. 6813.5918.4824.2431, 11ha12603404004605206206801310370440520610690扩he460460490530570610660500530580630670720展be1760224026503060348041204570206024702940343040904630基Pr7789103118137157178106124149176201230础6±147±147Φ147Φ146±167Φ167Φ 187±147Φ146Φ167Φ167±166 ±18Vc1. 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，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，①为延米钢筋量。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=30°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ZJA2ZJA3ZJA4ZJA5ZJA6ZJA7ZJA8ZJB2ZJB3ZJB4ZJB5ZJB6ZJB7ZJB8墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700hn220280350440510590660290360430530600630710截b4905106308109301050117087095010401300141012901420面b;170190210230250270290170190210230250270290校尺Ba11001380175021802550293033001460180021402650301031603540寸m20. 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. 20n033. 133. 133.133. 133. 133.133. 133.133. 133. 133. 133. 133. 133.1设Ea17345692128170218295280124167195247主ks1. 631. 391. 431. 351. 361. 371. 371. 311. 301. 311. 301. 311. 321. 34要kt2. 682. 092. 072. 052. 032. 022. 023. 032. 452. 222. 262. 172. 042. 04参1: nP155951251601922242565694131162198233264数P21211110019149141111V1. 462. 594. 386. 909. 6812. 9116. 622. 133. 795. 879.1412. 3114. 4618. 46ha460580680780880550680780840940扩hc380430470510560400440480510560展bc/2320290033903900440027703390391042104710基Pr4861738496 54 698088100础7 Φ128Φ127±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

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=0.40e简图资料路肩墙A均布荷载q==10kPa路肩墙B均布荷载q=30kPa选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8核墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700hn170240330420500580660210280380470560640720截b50050050050060070080077080067083096010801200面b;250280310340370400430250280310340370400430尺金学Ba11401610219028203350387044001410185025603150370042504800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. 150 1:Ea1839711251752322983058109170229295370主ks1. 701. 591. 631. 531. 571. 601. 631. 301. 311. 381. 371. 431. 481. 52要2. 572. 602. 632. 652. 702. 312. 492. 482.532. 572. 60kt2. 762. 452. 56参1: nPi59 9913016619923126467114147187220254287数P21021000012110001V1. 442. 764. 697.2310. 3614. 0618. 331. 943. 525. 668. 7512.3516.5121. 28ha4405606707708801370510630740850960扩he/380430470510560340380430470520560展be129103760446051605870245034104200493056606390基Pk4962 7587994356708395108础7 ±128±127 ±146 ±188 ±187虫127Φ127±147±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，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（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资料简图路肩墙A均布荷载qk=10kPa路肩墙B均布荷载q=30kPa核选用号FJA2FJA3FJA4FJA5FJA6FJA7FJA8FJB2FJB3FJB4FJB5FJB6FJB7FJB8墙高H20003000400050006000700080002000300040005000600070008000hi400450500550600650700400450500550600650700ha110170230290截350400460130210270330390440500500500500610740860980690610面770970112012601400尺b250280310340370400430250280310340370400430Ba11401700232029403490404045901330208026703290387044405010寸20. 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. 150 7Ea18 41 741251752322983071109170229295370:主ks1. 761. 731. 781. 721. 771. 801.821. 301.431. 561. 561. 621. 671. 71要kt2. 562. 472. 582. 59参2. 642. 662. 682. 192. 412. 502. 522. 562. 592. 62I: nPi6410013216920323627080117150190224258292数BP261001000001111V1. 462.925. 007.9011. 3815.4220. 081. 823. 606. 169. 6013.5318. 0723. 26ha230310390470540610280360440520590670扩he330370410460500540330370410460500540展be226030903910465053806120277035504390515059106670基Pk38 506476891014456718497110础6 ±127Φ128 ±126 ±167±187±206 ±127±126 ±167±187 ±207±22Ve0. 971. 431. 942.503. 083. 711.191. 642.182.783. 394. 05注：1.表内尺寸单位以亳米计GB／T 51368-2019 建筑光伏系统应用技术标准(完整正版、清晰无水印)，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2.选用扩展基础的注意事项见第9、24页，图名图集号甘12G8①为延米钢筋量。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)度填料内摩擦角月0=35°基底摩擦系数μ=0.50简图资料路堤墙A边坡高h≤H边坡宽b,=1.50×h，9k=10kPa路堤墙B边坡高h≤H边坡宽b,=1.50xh，9=30kPs核选用号FTA2FTA3FTA4FTA5FTA6FTA7FTA8FTB2FTB3FTB4FTB5FTB6FTB7FTB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha230340470590700810920250380500620740850970截b500500500620750880101059050060078094011001250面bj250280310340370400430250280310340370400430尺Ba11401690235029303490404046001230190024903090368042604840寸0. 350. 35m20. 150. 260. 340. 350. 350. 350. 350. 150. 330. 350. 350. 35n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2039. 237. 436. 235. 935.735. 635. 539. 536. 936. 235. 835. 535. 335.11:主Ea25661302253224375693594163271382512661ks1, 651. 491. 501. 411. 421. 421. 421. 311. 331. 371. 311. 331. 351. 35要kt2. 902.562. 662. 552. 512. 472. 452. 572. 632. 562. 472. 452. 422. 40参I: nPi5810213918823127531968110154205249295340数P21713181818161614191819181816V1. 422. 834. 867. 6210. 9514. 9019. 451. 593. 085. 288. 3311. 9716. 2721.16ha/4305907509001050120047063079095011001260扩hc370410460500540590370410460500540590展be1213029603730449052305990235031403950474055206310基Pk4662 8197113128526888104120137础7 ±128±126 ±147 ±146 ±188±187Φ128±126 ±146 ±167 ±188 ±20Ve1. 001. 492. 042.603.203.91/1.111. 592.152.743. 384.12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（六）页次75

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简图资料路堤墙A边坡高h,≤H边坡宽b,=1.25xh，q:=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.25xh，Qk=30kPa核选用号FTA2FTA3FTA4FTA5FTA6FTA7FTA8FTB2FTB3FTB4FTB5FTB6FTB7FTB8墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha230310450570670780890230360480600710820930截b5005005005206307408505005005206808109501080面bj250280310340370400430250280310340370400430校尺Ba11401570223028303370390044401140178024102990355041104670寸m20. 150. 220. 310. 350. 350. 350. 350. 150. 290. 350. 350. 350. 350. 35n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2034. 533.131. 731, 030. 930. 830. 734. 732. 531. 431. 030. 830. 630. 450设Es22551122052933975173180148246346464598主2. 061. 701. 701. 581. 581. 591. 591. 431. 481. 541. 481. 491. 511. 52要kskt3. 272. 502. 642.562. 522. 482. 462. 422. 522. 582. 492. 452. 432. 41参I: nPi52 10213718622827231470111151202246291336B数P22111161817151511141818171614V1. 422. 684. 677.1710. 3114. 0218.301. 422.935. 007. 8911.2815. 3419. 95ha4005607208701010116045061076092010701220扩hc370410460500540590370410460500540590展bc199028203610434050605790224030403820458053406100基Pr44618095111126506786102118134础7 ±128±126 ±147 ±147±168Φ187±128±126 ±146±167 ±187±20Vc0. 931. 421. 972. 513. 093. 781. 051. 532. 082. 653.263. 98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（九）页次78

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=0.30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H400050006000700080009000100001100012000400050006000700080009000100001100012000hj160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h500550600650700750800850900500550600650700750800850900截ha210270310360400480520570610270330380420460550590640690面bt40072091011201310176019202110230078010601200132014701840204022002350佳学尺b,310340370400430470500530560310340370400430470500530560寸B14101810208023702640321034903810410017902220251027903090364039704290458020. 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k2. 342. 412. 342. 312. 262. 442. 392. 392. 352. 612. 642. 522. 422. 392. 512. 492. 482. 43参Pi123156196234274291332366407133168211254293318354389432数P266859410611514715617118085105112119130158171185192V4. 667. 239.9513.1616. 7522. 3127. 0632.5438.185. 508.4711. 5615.1019.2025.1030.4236. 3542. 40ha230300350400450530590640690290360410470520610660720770扩he510560600650690750800850890510560600640690740790840890展be155019902320267030003560391042804630192024002760312034804050443048005160基Pk86110130151171198218240260102127147167187214235257277础7Φ 146虫166Φ167Φ167±166Φ187Φ187±188±187±146±166Φ167Φ167±166±187Φ187虫187虫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12G8①为延米钢筋量，2.选用扩展基础的注意事项见第9、24页，图名及参数表（一)页次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9=30°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Q=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB1墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200hj500550600650700750800850900500550600650700750800850900截ha130170190220250300320350400170210230260290340370400440面bt300580770920112015101640180021606609001010112012501550172018502160尺b;310340370400430470500530560310340370400430470500530560寸Ba1320167019402180246029703220352039701670207023202600287033603660396044000. 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Pi1151193238291335359411453462164206260309357393438482497数P240505553608685931305569 6769719096101134V4. 466. 889. 5312.4715. 9921.2025.6830. 8737. 505. 278.1011. 0214. 4618. 3523. 8828. 9134. 5141. 49ha160200230270300360390430470190240280310350410440480520扩he460510550590630690730780840460510550590630680730770830展be157020002350268030303570392042904710194024202780315035104060444048205240基Pk8010212214016018520422424994118136156175200220240265础6虫147Φ146Φ166 Φ167±167虫166 虫187±187±187±147±146Φ166Φ167±167±166 ±187Φ187Φ18Vc0.861.181. 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（二）页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=35°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=30kPa选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10核墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h;500550600650700750800850900500550600650700750800850900截ha120140150180200240270310350130160170200240270310350390面bt2102603105007009701200150018202704605007008601040128015401820尺b;310340370400430470500530560310340370400430470500530560寸Ba122013501490176020402390270030803490128015501730204023602720306034703870m20. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 400. 410. 430. 450. 450. 460. 46n0. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 1034. 534. 334. 334. 434. 434. 134. 134. 234. 234. 133. 833. 933. 934. 033.733.733. 833.8主k1. 721. 451. 381. 461. 531. 481. 531, 621. 711, 311. 311.301. 401. 501. 461. 521. 621. 69要kt2. 282. 881.721, 811.881. 911. 982. 112. 251. 791. 761. 671. 801. 901. 922. 012. 152. 27参Pi116197272297321367389395399192253324342360410427429438数P27754 34608696124165208282913478090123169207V4. 245. 967. 9510.7714.0618.1522.5227.8033.854. 396. 548.8412. 0215.8020.2925.1631.0837. 41ha130160190220240290320350390160200230260290330360400430扩he510520540600660700760830890440480520580640690750810880展be130016101870215024402860317035003850160019702260256028603300362039804330基Pr9010512214617119421924627588111129155182206232261288础7±147±146Φ166±167±166Φ186±187±188±188±127±147±146虫167±167±166±187Φ187±18Vc0.800.961.131.421. 752.152. 573. 093. 660. 841. 091. 311. 642.002.452.913. 454.07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，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。TU图名及参数表(五）页次83

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β=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qt=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200hi截500550600650700750800850900500550600650700750800850900hn000000000000000000校面bt尺21026038056080010801360167019703806006707809901150144017202050b;310340370400430470500530560310340370400430470500530560寸Ba1230136015701830215025102880327036501400170019002140250028403240367041300. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 380. 400. 410. 430. 450. 450. 460. 46n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00634. 534. 334. 334. 434. 434. 134.134. 234. 234. 133. 833. 933. 934. 033. 733.733.833. 8主ks1. 481. 301. 311. 341. 411. 371. 431. 481. 521. 311. 301. 301. 321. 401. 351. 411. 481. 54要k2.131. 771. 741. 781. 901. 912. 022.142. 231. 931. 891. 811.801. 941. 912. 032.172. 31参Pi131219272308326375390401418180237297349362423433439444数P262 3232487986119156187414438397875114156199V4. 286. 018. 2611. 0914. 6518. 9123.7229.2835.304. 707. 039.5312.5016. 5921.1126.4432. 6639. 68ha1扩hc460460500550610650710770820420460490540600630690750810展be137017001980227025903040339037504110170020902400270030403500386042504660基Pr8710112114316919121624326891114133153181202229257285础7±147Φ147Φ146 Φ167±167Φ166 ±187±187Φ188±126 ±147±147Φ146 ±167±167±166±187Φ18Ve0. 770. 911.131. 401. 742.152.603.123.630. 871.141. 361. 642.032. 412.903. 464. 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。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(六)页次84

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=0.30资料路肩墙A均布荷载q=10kPa路肩墙B均布荷载=30kPa选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10核墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h;500550600650700750800850900500550600650700750800850900截hn180200220240260300340400440180200220260310350390440490面bt21026031036042061080010601300210260310480700830100012301440佳学尺b;310340370400430470500530560310340370400430470500530560寸Ba1220135014801620175020302300264029601220135014801730204023202620294032900. 380. 380. 380. 380. 380. 380. 380. 380.380. 380. 380. 380. 380. 380. 400. 410. 410. 42n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15631.731.531. 631. 631. 631. 431. 431.531. 531.331. 031.131.231. 331. 031. 131.131.1主ks2. 922. 222. 071. 961. 881. 781. 882. 042. 171. 721. 511. 491. 621. 811. 721. 841. 972. 12要kt3. 052. 512. 292.132. 022. 012. 102. 252. 372.181. 881. 771. 862. 032. 012.122. 242. 37参Pi63110153201252298312309315129209275295294345353358359数P21311411531621681802172683119276681031561672102553034. 225. 947. 9210. 1712.6816.2120.1324. 8930. 054. 225. 947. 9210. 6214. 0017. 8222.1927.1132. 80ha250280330370400190230270300340390430470510/扩hc720760800860930530550580650730770840900970展be16801870220024402700129015601780201022502580284031003380基Pr175197221250282105123143172204229260290322础6±186Φ187±187±188±187±146±166Φ167Φ166 ±187±187±188±188±18Ve1. 341.541. 892. 252. 670. 810.981.151.431. 792.152.563. 013. 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/衡重式路肩墙截面尺寸图集号甘12G8图名2.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（七）页次85

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资料路肩墙A均布荷载qr=10kPa路肩墙B均布荷载q=30kPa核选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10审墙高H400050006000700080009000100001100012000400050006000e700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200h;500截550600650700750800850900500550600650700750800850900ha120140150面160180210230270300120140150180210240270300340bt210260尺31036045065084011001340210260340500740860104013201540b310340370400430470500530560寸310340370400430470500530560Ba122013501490162017902070234026903010122013501510176020802630266030403390m20. 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. 031.131.1主31. 1ks2. 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Pi68119164213256304319318325137220278299300352362358361数P212613314314916217320825729984656498149159200253298V4. 245. 967. 9510. 2012.8716.4620. 4425.2830. 524. 245. 968. 0310. 7714. 2118. 0922. 5327. 8133. 65ha1170190230250280130160180210230270290320350扩he680730770830900510520560620700740800870940展be/17201920226025102780132016001830206023102650292032103500基Pr171194218246278102121142170202227256289319础7±166±187±187±188±187±147±146Φ167Φ167±166Φ187±187±188±18Y.11. 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。2.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图名衡重式路肩墙截面尺寸图集号甘12G8及参数表（八）顶次86

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Prmx≤100kPa基底最大压力Pkmx≤150kPa审选用号XJA2XJA3XJA4XJA4XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi15902480329037104110451049201590247032903700410045104910ha200310430490570640700200290390440520580640截bi210330530610760860970210240320360440520600面b2250280390430470520570250280390430470520570尺b354094012101390163018101980540950123014201670185020209寸s0040043045047050000400430450470500n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200'0 :I30. 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Pi929998100991009992119137142149149149P201944 547384960618274255676 ±126 ±126 ±126 ±127 ±127±128±126 Φ126±126 ±126 ±127 ±127±128±12扩2 ±124 ±126 ±127 ±127虫148±142虫124 ±126±127 ±127±148±14展?6 虫126 ±126 ±126 ±127±127±128±126±126±126 ±126 ±127 ±127±128±12基2 ±122 ±122 ±123±123±12/2 ±122 Φ122 ±123±123±12础?6 ±126 ±127 ±127±128±126 ±126 ±127 Φ127±128±12Ve0. 600. 991.862.242.683.173. 710. 600. 961.802.162. 583. C53. 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。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（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=35°基底摩擦系数μ=0.50设计均布荷载qk=10kPa简图资料核基底最大压力Pkmx≤200kPa基底最大压力Pkx≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi17502730362040804540500054501750273036204080454050005450hn00000000000000截校bi290340390400420490580290340390400420440480面b2250270380420460500550250270380420460500550尺b34808601110128015101680184048086011101280151016801840寸00400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00设27. 527. 527. 527. 527. 527. 527.527. 527. 527. 527. 527. 527. 527.5主Ea3672 11914719523227236721191471952322724要ks1. 311. 311. 311. 311. 301. 311. 311. 311. 311. 311. 311. 301. 301. 302. 232. 322. 14参k2.142. 142. 112.112. 152.142. 112. 112. 152. 172. 20Jb数Pi8611815316919519819986118153169195209219P200002112200002496 Φ126±126 ±126 ±127 ±127Φ128±126 ±126±126 ±126±12Φ127±128±12扩2 ±123 ±125 ±127±127虫148±142±123±125±12Φ127±148±14展?6 ±126 ±126 ±126 ±127±127±128±126 ±126±126 ±126±12Φ127±128±12基2 ±122 ±122±122±122 ±1212 ±122±122 ±122±122±12础16 ±126 ±127±127虫128 ±126 ±126 虫12Φ127±128±12V.0. 631. 001. 842. 202. 613. 053. 580. 631. 001. 842.202. 613.033. 54注：1.表内尺寸单位以亳米计，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=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=40°基底摩擦系数μ=0.50设计均布荷载g=10kPa简图资料核基底最大压力Prmax≤200kPa基底最大压力Prnar≤250kPa审选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi17502730363040904560501054701750273036304090456050105470hn000000000000截br230360390430500530620230360390430500510530面b2250270370410440490530250270370410440490530尺b3440660880990110012101320440660880990110012101320寸s0040043045047050000400430450470500n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00E0 '0 :I设025. 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k2. 192. 062. 042. 021. 992. 002. 072. 192. 062. 042. 021. 991. 971. 96数Pi8811315016318619919888113150163186204220P2121124151211206 Φ126 ±126 ±126 ±127±127虫127虫126 ±126Φ126±126±127 Φ127±127±12扩112 ±124 ±125 ±127虫127±142 ±124±125 ±127±127±14展?6 Φ126 ±126 ±126 ±127±127±127±126 ±126±126 ±126±127±127±127Φ12基2 ±122 ±122 ±122虫123±122 ±122 ±122 ±122±123±12础?6 ±126 ±127±127虫127Φ126 ±126±12Φ127±127Φ12V.0. 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)、7(0.1g)度填料内摩擦角0=35°基底摩擦系数μ=0.30设计均布荷载q==30kPa简图资料核基底最大压力Prmax≤100kPa基底最大压力Prmax≤150kPa审选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高目20003000400045005000550060002000300040004500500055006000h16102510339038304190460051001610251033903820418045905100hn230340290330600660460220310260290540590410截bi4506906908401260138013103904803504609301030830面b2250280390430470520570250280390430470520570尺b34407501790198012501380268044077018102020129014202720寸s0040043045047050000400430450470500a0. 200. 200. 100. 100. 200. 200. 100. 200. 200. 100. 100. 200. 200. 10E0 '0 :127. 527. 527.527.527. 527.527. 527. 527. 527. 527. 527. 527. 527. 5主Ea6211117120526430835562 111171205264308355要ks1. 321. 321. 321. 321. 321. 311. 321. 311. 311, 311. 321. 321. 321. 31参2. 482.743. 944. 093. 313. 384. 662. 232. 203. 163. 342. 742. 823. 89kt数P999910010099100100117148150149148149149P2143364 74849411411334554 65886 ±126±126 ±127 ±127±127虫128±126 ±126±126 ±127±127 ±127±128±12扩4±127 ±127 ±148 ±146虫187±184±127±127±148 ±146±187±18展?6 Φ126±126 ±127 ±127±127虫128±126 ±126±126 ±127Φ127±127±128±12基2 ±122 ±122 ±123虫123±125 125±122 ±123±125±12础?6 ±127 ±127±127Φ128±126 ±127Φ127±127±128±12Ve0. 631. 032.122. 552.763. 244.190. 620. 992. 022.432. 653.124. 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甘12G82.①~③为延米钢筋量。图名及配筋表（9=30kPa）（四）页次100

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设计均布荷载qx=30kPa简图资料核基底最大压力Prmar≤100kPa基底最大压力Prmx≤150kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi16502590346039004330477052001650259034603900433047705200hn120180240270310350380110160210240280310340截bi230490780910107012001340160260480590710820930面b2250280380420460500550250280380420460500550尺b3700102012201370161017601900710105012601400165017901940寸0040043045047050000400430450470500s0. 100. 100. 100. 100. 100. 100. 100. 100. 100 '0:In0. 100. 100. 100. 100. 10625. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025.025. 025. 025. 0主Ea549715018023227031154 97150180232270311要ks1. 321. 311. 311. 321. 321. 321. 321. 321. 321, 321. 311. 321. 321. 32参2. 773. 073. 323. 443. 723. 813. 902. 512. 482. 722. 833.103. 183. 29kt数Pi100100999999100100118148150148148149149P2163758 6887971074528395969816 ±126 ±126 ±126 ±127±127±128±126±126±126 ±126±12Φ127虫128±12扩3±125 ±128±127 ±148±147±16/3±125 ±128±12Φ148±147±16展?6 ±126±126 ±126 ±127±127虫128±126Φ126±126 ±126±12Φ127±128±12基2 ±122 ±122 ±122虫122 ±122 ±122±122 ±122±122±12础?/6 ±126 ±127±127虫128±126 ±126Φ127±127Φ128±12Ve0. 651. 071. 952. 352.813.273.820. 631. 021, 872. 252.703.143. 67注：1.表内尺寸单位以毫米计，有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=30kPa）（七）页次103

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=0.50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YJDA2YJDA3YJDA4YJDASYJDA6YJDA7YJDA&YJDA9YJDA10YJDB2YJDB3YJDB4YJDBSYJDB6YJDB7YJDB8YJDB9L核JDB10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000h;400450500550600650700750800400450500550600650700750800100130160200230260290340370140170210250280310350400430ha截b52070089011401330152017102020222078010101210150017001900210024302640面b;170190210230250270290310340170190210230250270290310340尺660106013201520173019302250246091011601370167018802090231026502870Ba860寸0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n38. 238. 238. 238. 238.238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 238. 2Ea112135577910613618422518324977104134168225270主1. 511. 471. 491. 441, 441. 441. 441. 401. 401. 271. 381. 431. 411. 431. 441. 45ks1. 411. 41要1. 531. 451. 44431. 411. 401. 391. 401.401. 591. 541. 491. 491. 461. 451. 441. 441. 44kt1.参Pi8613618023128133138143148294140191239291340389442490数P200000000000001. 092. 153. 615. 748. 0110. 6613. 6818.1322.121. 593. 044. 847. 4710.1513. 2216. 6921. 6926.17V190230280330370420490530250300360410450500570620ha扩330380420460510550590640330370420460500550590630hec展1240152019002190249027803230354016601970240027103020332038104130be基39546883971111271414256718599114129143Pr16±127Φ128±127±147±146±166 ±167±166±127±128±126±147±146±167Φ167±18础0. 510. 690. 931.141. 391. 652. 022. 360. 690.891.181. 421. 671.982. 392.73Ve注：1.表内尺寸单位以亳米计，有关符号及其意义见说明第3、20、21页。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。图名及参数表（六）页次119

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. 50资料路堤墙边坡高h,≤H边坡宽b,=1. 75xhpqr=30kPa路堑墙边坡坡度1:1.75核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YOD2YQD3YOD4YQD5YQD6YQD7YQD8YQD9YQD10墙高H200030004000500060007000800090001000020003000400050006000700080009000100007601150153019102290267030603440382076011501530191022902670306034403820hz124018502470309037104330494055606180124018502470309037104330494055606180hj400450500550600650700750800400450500550600650700750800树截ha160200270350410480540640710160200270370450530600730810校面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. 101.101. 101.101.10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Pr48 6584102120138160177486588108126144168187础7Φ128±126±147±146±166Φ187±207±227±128±127±147±146 ±167±188±188±20Ve0.811.171. 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、221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)、88 (0. 2g)度填料内摩擦角=40°基底摩擦系数μ=0.30资料路堤墙边坡高h,≤H边坡宽b,=1. 50xh,qr=30kPa路堑墙边坡坡度1:1.50选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YQD4YQD5YQD6YQD7YQD8YOD9YQD10核审墙高H200030004000500060007000800090001000020003000400050006000700080009000100007601150153019102290267030603440382076011501530191022902670306034403820hihz2124018502470309037104330494055606180124018502470309037104330494055606180450500550600650700750800400450500550600650700750800截400hn22026031043051059066081089022026037054065075086010401160校面500500500500500500500500500500500500620750880100015601740尺b;170190210230250270290310340170190210230250270290310340寸Ba1080132015602130253029303290405044701080132018702720325037704290522058000. 360. 360. 360. 540. 580. 610. 620. 750. 760. 360. 360. 570. 800. 800. 800. 800. 800. 80m20. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20n44.343. 342.741. 441. 040.740. 539. 539. 344. 844.744. 744. 644. 644. 644.644. 344. 3主1. 221. 111. 101.101. 111.101.101. 101. 421.101. 101. 101. 101. 101. 101.101.10ks1. 43要2. 992. 261. 932. 032. 001. 981. 942. 062. 053. 192. 282. 342. 622.592. 582.562. 772. 76kt参P46881391722122512953183574388118139170200232249278P23839 3252 61707411112140406095113131148181201数3. 154. 938. 3511, 8415.9620.4728.3034. 681. 743. 155. 8710. 6915. 3920. 9527. 2938. 0246. 98V1. 74ha1380500600700790940104041058069081092011001220扩he460520570620670740780500570620670730790840展be18902520300034803940470052102070289034604040461055006110/基Pr7195115135154185206801101321551772042277Φ147±146虫167±167±166±187Φ187±146±167±167Φ166 ±187±187±18础1. 051.551.972. 442.943.854. 451.261. 992. 553.163.864. 975. 81Vc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（七）页次129

设计抗震设防烈度为7(0.15g)、8 (0.2g)度填料内摩擦角=40°基底摩擦系数μ=0.40资料路堤墙边坡高h,≤H边坡宽b,=1. 50xhpqr=30kPa路堑墙边坡坡度1:1.50核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YOD4YQD5YQD6YQD7YQD8YOD9YOD10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000h7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180h400450500550600650700750800400450500550600650700750800截hn160200240290340400450540590160200240350420500570700780面b5005005005005005005005005005005005005005005005009201020尺b;170190210230250270290310340170190210230250270290310340寸Ba109013401580190022702650300035703940109013401580232028203350383046705170m20. 360. 360. 360. 400. 450. 490. 510. 590. 600. 360. 360. 360. 630. 700. 760. 790. 800. 800. 150. 150. 150. 150. 150, 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15L044. 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. 671, 661. 661. 651. 671. 662. 982.171. 822. 012. 012. 022. 012. 152. 14参Pi50941472172653113614124644794155185225263305329368数P234332322418536331745567079108118V1. 763. 184. 987. 4310. 6214.4418. 6724. 9430.531. 763. 184. 989. 0913.2118.2423.8033. 3241.10ha300380450530600710780300420510600690820910扩he440450500550590640680/430500540600640700750展be19702530302035104000471052202000279033904000485054606060基Pr6882100119136159176689611713916018720818±126Φ147±146 ±166Φ166±188±188±127±146Φ166±167±167虫16础6±18Ve1. 051. 341.732.162. 593. 273. 791. 041. 662.142.743.304. 275. 02注：1.表内尺寸单位以亳米计，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，④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=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. 50×hpqr=30kPa路堑墙边坡坡度1:1.50核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YQD4YQD5YQD6YOD7YQD8YQD9YQD10墙高H200030004000500060007000800090001000020003000400050006000700080009000100007601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180h400450500550600650700750800400450500550600650700750800截ha160200240290340400450530590160200240300360420490580650面b500500500500500500500500500500500500500500500500500500尺b;170190210230250270290310340170190210230250270290310340寸Ba1090134015801900227026503000354039401090134015801970240028303240387043000. 360. 360. 360. 400. 450. 490. 510. 580. 600. 360. 360. 360. 440. 510. 560. 590. 680. 70n0. 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. 941. 701. 571. 401. 411. 421. 421. 371. 381. 931. 561. 381. 241. 241. 241. 231. 191.18要kt2. 822. 171. 861. 671. 661. 661. 651. 651. 662. 982. 171. 821. 671. 671. 681. 671. 681. 68参Pi50941472172653113614174644794155224273321373431483数P2343323224125363317013154V1. 763. 184. 987. 4310.6214. 4418. 6724.7130.531. 763.184. 987. 7211.2515.4320.1527. 0433. 40ha300380450530600710780300390480560650770860扩he440450500550590630680430450500550590640680展bc19702530302035104000471052202000263032003760431051305710基P68821001191361571766884103122141164184础8±126±147Φ146±166±167Φ188±188±126 ±147Φ146±167±168±188±20Ve1. 051. 341.732.162.593.213. 791. 041. 391.832. 312.803. 56.4. 16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24截面尺寸及参数表（九）页次131

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资料路肩墙A均布荷载q=10kPa均布荷载Q=30kPa简图路肩墙B核选用号ZJDA2ZJDA3ZJDA4ZJDA5ZJDA6ZJDA7ZJDA8ZJDB2ZJDB3ZJDB4ZJDB5ZJDB6墙高HZJDB7ZJDB820003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700截ha2202803604505306006803103804505606307007806500面53066086099011301270940103011301420153016501770校尺180200230250270290320180200230250270290320寸Ba11201410180022502630302034201540189022402780314035203890m0. 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. 8设主Ba193762102142189242325788138186240300要ks1. 241.121. 151. 111. 111.121. 131. 111.101.111. 111. 101. 101.102. 215参kt1. 761. 751. 751. 731. 721.732. 772. 211. 982. 021. 911. 861.81P64114152193234272310601041481821; n数2272703142TP2200000015500000V1. 482. 654. 497.1310. 0113.4317. 352. 254. 006. 209. 6712.9616.7521. 01ha4105206507608709904906107508609801100扩he310350390430480520/350380420460490530展be203025903230379043504930246030403740432049105480基Pr3444576879904252 66778898础6 ±127Φ127±127 ±147±167±187±127虫128虫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。2.选用扩展基础的注意事项见第9、24页，（①为延米钢筋量。图名直立式路肩墙截面尺寸图集号甘12G8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=30°基底摩擦系数μ=0.30简图资料路肩墙A均布荷载q:=10kPa路肩墙B均布荷载9k=30kPa核选用号FJDA2FJDA3FJDA4FJDASFJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8审墙高H20003000400050006000700080002000300040005000600070008000hj400450500550600650700400450500550600650700ha260350440560660780900410490570710800890980截b690890109014801680174018101410160017902240247026902910面b;250280310340370400430250280310340370400430校尺Ba13201750218027903280392045202040245028703550400044504900寸m20. 150. 150. 150. 150. 160. 210. 240. 150. 150. 150. 150. 150. 150. 150. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2032. 832. 832. 832. 832. 631. 731. 232. 832. 832. 832. 832. 832. 832.8设Ba2345741221722433233969106166222287360主1.101.101.101. 101. 111.101.101. 101. 101.10ks1. 111.101.101.10要kt2. 942.532. 342. 452. 392. 472. 505. 063. 653. 073. 082. 872. 712. 60参1:nPi591011441782192512864484127160203246290数P21370611036342936322620V1. 763. 485.769. 4813. 2217.5422. 362. 995. 348. 2412. 8417.2922. 3127. 94ha/45058073087010401200169086099011301260扩he370400450490530580440490520560600展be22602900367043605220602034704290497056506320基Pr4254708395107648194107120础7 ±128±126 ±147 ±146 ±187±208±127 ±147Φ146 ±188±18Vc1. 051. 411. 952.453.123.851.872. 503. 003. 584.20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（一）页次150

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=0.50简图资料路肩墙A均布荷载q:=10kPa路肩墙B均布荷载9k=30kPa核选用号FJDA2FJDA3FJDA4FJDASFJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8墙高20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700ha190290380480570660750220330430530620720810截b5005006608601040122013907907409601200140016001800面bj250280310340370400430250280310340370400430尺Bd12801960255031803780439049901490220028503510414047705390寸m20. 220. 350. 350. 350. 350. 350. 350. 180. 350. 350. 350. 350. 350. 350. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n31. 529. 429. 429. 429. 429. 429, 432.229. 429. 429. 429. 429. 429. 450 7:11Ea2557941542152863674087134209281363456主1. 491. 561. 511. 551. 581. 601. 111. 251. 361. 351. 401. 451. 48ks1. 39要kt2. 322.532. 552.532. 562. 592. 602.182. 342. 432. 432. 472. 502.531: n参Pi7110313817721224728383122156197233269304数P21210100000001V1. 563. 215. 628. 8812.7817.4022. 652. 033. 876. 7110.2414. 7519.8125. 63ha3905106307608801000/4405707008309501080扩he340380430470510560340380430470510560展bc260033904230504058506650294037904680552063507180基P14052 67809310646597487101114础6 ±127虫12±147 ±168 ±188±206 ±127±127±167±188 ±208虫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。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(三)页次152

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简图资料路肩墙A均布荷载=10kPa路肩墙B均布荷载q==30kPa选用号FJDA2FJDA3FJDA4FJDA5FJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDB5FJDB6FJDB7FJDB8核墙高H20003000400050006000700080002000300040005000600070008000h400450500550600650700400450500550600650700170270360460540630720230310410500590680ha770截500500540720870102011708806608301040122013901550面bb;250280310340370400430250280310340370400430尺Ba11601820243030403610419047701520209027203360396045605150寸20. 160. 300. 350. 350. 350. 350. 350. 150. 340. 350. 350. 350. 350. 350. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n29. 527. 026. 326. 326. 326. 326. 329.726. 426. 326. 326. 326. 326. 350 0:1:Ea2047831361902533253376119185249321403主1. 111. 101. 201. 201. 251. 291. 32ks1. 261. 321. 381. 341. 371. 401. 42要kt2. 272. 462. 562.562.582. 612. 622. 632. 362. 452. 462. 512. 542. 55参I: nPi7010213417220724127570119153193227262297&数P2100110011010110V1. 463. 025. 188. 2411. 8516. 1121. 042. 143. 616. 249. 7013. 7718.4823.82ha/360490610720840950/4205406707909101030扩he340380430470510560340380430470510560展be242032404040481055806350279036204470527060706860基P38516578911034558738699112础6 ±127±128 ±127 ±167±186±226 ±127±126 ±167±187 ±209±20Ve1. 051. 522. 072. 633. 243. 961. 221. 702. 292.893.534.28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（五）页次154

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角9=35°基底摩擦系数μ=0.502简图资料路肩墙A均布荷载9=10kPa路肩墙B均布荷载q=30kPa核选用号FJDA2FJDA3FJDA4FJDASFJDA6FJDA7FJDA8FJDB2FJDB3FJDB4FJDBSFJDB6FJDB7FJDB8审墙高H20003000400050006000700080002000300040005000600070008000eh,400450500550600650700400450500550600650700hn120190260320380440500160220290350420480540截b5005006608701050123014105107509701210142016201820对面61250280310340370400430校尺250280310340370400430Ba12401940256032003800441050201550222028703530417048005430寸20. 200. 340. 350. 350. 350. 350. 350. 350. 350. 350. 350. 350. 350. 35n0. 100. 100.100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100.10028.726. 426. 326.326. 326. 326. 326. 326. 326. 326. 326. 326. 326. 350 设0:1主Ea2149831361902533254377119185249321403ks1. 411. 491. 571. 531. 561. 591. 611. 131. 281. 381. 381. 431. 471. 50要kt2. 312. 512. 592. 582. 612. 632. 652. 27参2. 402. 482. 482. 522. 562. 58I:nPi7110413717621224728285120155196232267303al数P20010000110001V1. 553. 245. 749.1313. 1317. 8723. 331. 843. 996. 9110.7315. 2220. 4326. 41ha260340430510590670300380470560640720扩he330370410460500540330370410460500540展be258034004260507058806690295038104710556063907230基P/395266809310645587487100114础6 ±127±127 虫146 ±188 ±187Φ226 ±128±127±168±188 ±2010吨20Ve/1, 111. 572. 112.733. 374. 061. 271. 772. 343. 003.674. 39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。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（六）页次155

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=0.50简图2资料路堤墙A边坡高h≤H边坡宽b=2.00xh，9=10kPa路堤墙B边坡高h,≤H边坡宽b,=2.00×h，9q±=30kPa选用号FTDA2FTDA3FTDA4FTDA5FTDA6FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8核审墙高H20003000400050006000700080002000300040005000600070008000h;400450500550600650700400450500550600650700ha2503905206507708901020300400510660770880990截b500510700920112013101510860116014601980232026602980面b;250280310340370400430250280310340370400430尺Ba12601970258032303580447050901490202025403290385044204960寸0. 350. 350. 350. 150. 150. 150. 150. 150. 150. 15自自m20. 210. 350. 350. 35n0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2046. 644. 844. 444. 244, 143. 943. 847. 646. 946. 446.145. 845. 645. 4S0 70:11:nEa369416428040154370746 93157261367492635主ks1. 141. 191. 201. 141. 151. 151. 161. 111.111. 111. 101. 101.101. 10要kt2. 452. 622. 542. 472. 442. 412. 402. 882. 442. 232. 332. 242. 182.12参1: nPi7010815220224729233864113166205256307363数P291616181817172215615920V1. 523.175. 648. 9512.9317. 5723. 012. 074. 217.1011. 7216. 5322.1728. 49ha49066083099011601320510670850101011701340扩he370410460500540590380410470500540580展be246032804130496057906620254033304230505058706680基Pr506686103120137516685101116132础7 ±128±126 ±14Φ168 ±187±227±128±127±146 ±187±2010 ±20Ve1.161. 652. 252. 873. 554. 341. 221. 662. 342.913. 574.26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。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（三）页次161

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，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=30°基底摩擦系数μ=0.30资料路肩墙A均布荷载=10kPa路肩墙B均布荷载9k=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB1审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200h;500550600650700750800850900500550600650700750800850900截ha250320370430480580640690750310390440490550650710770820面bt61010201270154017602270252027302980101013401540171019202450264029003070尺b;310340370400430470500530560310340370400430470500530560寸Ba165021402490284031803850424046005000206025802940329036004350472051205480m20. 400. 400. 400. 400. 410. 430. 440. 450. 460. 410. 460. 480. 500. 510. 520. 530. 530. 54n0. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15039.939. 639. 639.639. 739. 439. 439. 439. 439. 539. 139. 239.339. 339. 039. 039.139.1主ks1.101.111.101. 111, 111. 111. 111. 111. 111. 101.101. 111. 101. 111. 111.111. 11要kt2. 312. 412. 342. 312. 272. 442. 432. 392. 402. 562. 602.502. 422. 392.542. 502. 482. 44参Pi139172215255297317355396432147187231275316338380417460数P249 67717985113123129141708690941021311371481535. 218.2111. 3615. 0819.3125.7731. 5537.7244.776. 139. 5213. 0717.1821. 9128.8034. 8641. 6448.81ha290370440500570670740810880350430510570640750820890960扩he480530570620660720770810860490530580620660720770810860展be191024502910334037704460492053805840231029003370383042904990546059306400基Pk8110412214216118620622524598121140159178204223244263础7±147±146±167Φ167±166Φ187±187±187±187±147±146Φ167Φ167±166±187±187±188±18Vc1.101. 531.902. 332.763. 544.124. 685. 351. 371.832.262. 693.163. 994. 595.205.87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。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2018【DL】-造价案例-《一本通》，①为延米钢筋量。图名及参数表（一）页次168

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9k=10kPa路肩墙B均布荷载qk=30kPa核选用号HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA&HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB&HJDB9HJDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900ha150190220250280340370400440180230面260290320380420450480尺bt42076098011801380180019602160235078010401200132014701910208022402400b;310340370400430470500530560310340370400430470500寸530560Ba1460189022002490281034003700404044001840229026102900322038304180448048300. 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Pi179223274333383409466514560189239294354408438488545595数P2152018873024252732 363233 18404033324. 827. 5510. 4913.7817.7523. 6728.7334. 5741. 035. 708. 8012.1115. 8420.1526. 4532.1738. 0944.88ha190240280330370440480530570230290330370420490540580630扩hc430470510550590640680730770430480510550590650690730800展be187024202840328037104380481052605730228028503310375042004890536058006280基Pr759511312914717118820722589111129146163187206223241础8±127±147±146 ±167±167虫18±208±208±228±127±147±147±167Φ188±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页图名衡重式路肩墙截面尺寸2.选用扩展基础的注意事项见第9、24页，①为延米钢筋量。图集号甘12G8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=35°基底摩擦系数μ=0.30资料路肩墙A均布荷载戋q=10kPa路肩墙B均布荷载==30kPa选用号HJDA4HJDASHJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDA2HJDA3JDB10核审墙高H50006000700080009000100001100012000400050006000700080009000100001100012000400020002400280032003600400044004800160020002400280032003600400044004800hi1600420048005400600066007200240030003600420048005400600066007200h2240030003600550600650700750800850900500550600650700750800850900h;500240310350420460500540240290330370410480520560600hn190280面460780930133014801580178053080089098010901370152016301780尺br210620400430470500530560310340370400430470500530560310340370寸15901840209023202820309033303620157019502200245027103170345037304000Ba12500. 400. 400. 400. 410. 420. 420. 400. 410. 440. 460. 470. 490. 490. 500. 50m20. 400. 400. 400. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15设n0. 1536. 636.736.736.736.536.536.536. 536. 536. 236.336. 336. 436.136.136.236. 236. 6主1. 111. 111. 111. 111. 111.101. 111. 101. 111. 111. 111.111. 101. 111. 111.11ks1. 111.11要1. 851. 811. 771. 891. 871. 831. 842. 042. 051. 971. 911. 871. 931. 911. 891. 88kt1. 841. 90262316374398447506552174223279336393429481533585参Pi16921034 2955575255475652 4843646362 63数P2738379. 2012.1415.4120. 3924. 9029. 6735. 085. 047. 6810. 5313.8017.4922.7827. 5532. 8838. 57V4. 326. 66290350400450530580640690280350410460520590650710760ha230扩510550590630690740780820470510550590630690730770460820he265029803530389042304610187023402700306034303950434047205080展be15501960230010112013815718120121923993116135154172197216235255基Pr796 146±167±167虫166±187±188±187±147±146±166虫167±167±167虫188±188±20础7±146虫161.421.712. 022.603. 023. 423. 881. 051. 391. 692. 002. 352.933. 353.844. 30Ve0.841.15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12G8图名2.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（四）页次171

抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角9=40°基底摩擦系数μ=0.30设计料路肩墙A均布荷载k=10kPa路肩墙B均布荷载q=30kPaHJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDA6HJDB10核选用号HJDA2HJDA3HJDA4HJDAS110001200040005000600070008000900000001100012000墙高H40005000600070008000900010000400044004800160020002400280032003600400044004800hi1600200024002800320036005400600066007200240030003600420048005400600066007200hz24003000360042004800800850900500550600650700750800850900500550600650700750截330380440490190210250280330370420480540ha190210230250290校面72096012301490210280430500670830104012801540bt210260310360540尺47050053056031034037040043047050053056061310340370400430寸2210254029003240125014101650187021702490281032003580Ba125013901530167019400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 420. 430. 450. 450. 460. 46m20. 400. 400. 400. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 15n0. 150. 150. 1533.933.733.733.733. 232.933. 433.533.533. 333. 333. 433. 433.733.433. 533. 533. 61. 291. 361. 411. 191.111.141. 171, 241. 211. 271.341. 40主ks1. 611.371. 311. 271. 311.231. 861. 931. 811. 621. 631. 62.691. 711, 771. 871. 96要kt2. 271. 921. 771. 661. 711. 681. 761.341372442461473493191288337396425480505514530参Pi120193264981273997326335898129数P27864513145326210. 4717. 2721, 6626. 7432. 254. 326. 158. 5511. 3314.8419. 0723. 6529.2435. 21V4. 326. 098.1413. 67320370430480530580230280330370420480530590650ha200240280690750810870470490530570630680740800860扩he53054057060065024502850318035403880153018502180248028103210355039304310展be134016201880213016518420923425994113130150174199223249274基Pr921101281467Φ166±187±187±187±14±147±146±167±167±166±187±187±18础7虫 146±166虫166Φ167±162. 052. 482.973. 490. 841. 021. 281.531. 892.302.753. 283.85Ve0. 841. 001.181. 381. 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。衡重式路肩墙截面尺寸图集号甘12G8图名2.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（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?=40°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HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA&HJDA9HJDA10HJDB2HJDB3HJDB4HJDBSHJDB6HJDB7HJDB&HJDB9JDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900ha130140150170200230面260300340130150170190220250290330370尺b210260310360580790104012801580210320480560740860112013601630b;310340370400430470500530560310340370400430470500530560寸Ba125013901540168019802290262029503350125014501700193022302540290033003680m20. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 420. 430. 450. 450. 460. 46n0. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100.100. 1033.733. 433. 533.533. 933. 633.733. 733.733. 233.333. 433.533. 533. 333.333. 433.4主ks1. 691. 481. 431. 391. 441. 391. 451. 491. 561.321. 251. 311. 341.4401. 361. 421. 491. 54要kt2. 191. 871. 721. 621. 701, 701. 781. 841. 941. 751, 621. 641. 631. 701. 691. 781. 881. 96参P127204278358380440461487498201286337394425492508519536数P271543513353161831192926326185390121V4. 346.128.1710. 5113. 8717. 7222.2227.1633. 084. 346. 298.7611. 6115. 2119. 3524. 2429. 9736. 09ha140170190220250300330360400160190220260290330370410450扩he500520540570630660720780840440460510550610650710770830展be137016601940220025302950329036504040156019302250256028903330368040804460基P9110812514216218320823125692108130149174195221246271础7Φ 147Φ147±146 Φ167±167Φ166 ±187±187±188±127±147±146Φ167Φ167±166Φ187±187±180. 820. 991.171. 361. 702. 062.492.963. 530. 821. 021.281.541.902. 292.763. 293. 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。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）页次175

设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=40°基底摩擦系数μ=0.50资料路肩墙A均布荷载k=10kPa路肩墙B均布荷载9=30kPaHJDA5HJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9选用号HJDA3HJDA4JDB10核HJDA2700080009000100001100012000400050006000700080009000100001100012000审墙高H40005000600032003600400044004800160020002400280032003600400044004800hi160020002400280048005400600066007200240030003600420048005400600066007200hz2400300036004200750800850900500550600650700750800850900h,500550600650700截000000000hn00000面6709001160145017802104205806708301010128015401820bt210260310450尺430470500530560310340370400430470500530560b;310340370400寸20902410276031403550126015601810205023402690308034903890Ba12601400154017700.400. 400. 400. 400. 400. 400. 400. 400. 400. 420. 430. 450. 450. 460. 460. 400. 400. 400. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00n0. 000. 000. 0033. 833. 933. 633.733.733. 733. 233. 333. 433. 533. 533. 333. 333. 433. 4033.733. 433. 51. 301. 341. 311. 351. 391.431. 211. 221. 251.281. 311. 291. 331. 381. 42主ks1. 461. 331. 291. 621. 701, 691. 771. 851. 941. 651. 661. 661. 651. 691.701. 791. 881. 95要kt2. 051. 761. 63358387450474494509223282338395436496516531553参Pi143227306184372105742012124174101数P2553193248.2310.9414.4418.4623.16228.6034.844. 386. 659.1812.1915.8220. 3425. 4831.5037. 95V4. 386. 17ha扩570660720780390430470510560600660710760hc4504604905206103150353039204330166020602410273030803540396043704790展be1450175020202350271010312013615917920222725287108128148170193216242266基Pr867±187±187±128±127±147±147±167±188±188±188±20础8±126±147±147±146±167Φ166±181. 692. 072.482.993. 550. 791. 051. 351. 561.892.302.793. 303.85Vc0. 790. 941.121. 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。衡重式路肩墙截面尺寸图集号甘12G8图名2.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（九）页次176

抗震设防烈度为7(0.15g）、8(0.2g)度填料内摩擦角=40°基底摩擦系数μ=0.50设计均布荷载q=10kPa简图资料核基底最大压力Pkmx≤200kPa基底最大压力Pkmx250kPa审选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000h17502730362040804540500054501750273036204080454050005450截hn000000000校br290420460500570620710290420460500570590610面尺bz250270380420460500550250270380420460500550b34406608809901100121013204406608809901100121013204寸S0400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00E0'0 :[26. 526.526.526.526. 526.526.526. 526. 526. 526. 526. 526. 526.5主36721191471942302703672119147194230270要ks1. 241.161. 171. 151. 121. 111. 111. 241.161.171. 151.121. 111. 11参k2.101. 991. 981. 951. 941. 962. 022.101. 991.981. 951. 941. 921. 91数Pi8611315016318819819986113150163188206223P2111115161111100?6 ±126 ±126 ±126 ±127±127Φ128±126±126±126 ±126±127 ±127±128±12扩2 ±124 ±125 ±146 ±146±167虫162±124 ±125 ±146 ±146±167±16展?6 ±126±126 ±126 ±127±127Φ128±126±126±126 ±126 ±127 ±127±128±12基2 ±122 ±122 ±122虫122 ±122 ±122Φ122 虫122±122±12础?6 ±126 ±127 ±127虫128±126 ±126 Φ127 ±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、20、221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)（九）页次185

抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=40°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Prmx≤150kPa基底最大压力Prmax≤200kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hi16802620348039304370480052401680262034803930437048005240ha110160210230270300320110160200220250270300截校br4205807809001090120013204205806807308409401040面b2250280390430470520570250280390430470520570尺440690880990112012401350440690880990114012601370b3寸s00400430450470500004004304504705000. 100.100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100 '0:1设026. 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:n参kt2.122. 062. 222. 292. 462.532. 602.122. 062. 042. 022. 132. 212. 27b,b数Pi113140149149149150150113140174188200199199P211182746566711111325366 Φ126 ±126 ±127 ±127±127Φ128±126 ±126±126±127±127 ±127±128±12扩4±145 ±164 ±207 ±185 ± 227±204Φ145 ±164±207 ±185 ±227±20展?6 ±126 ±126 ±127 ±127 ±127虫128±126±126±126 ±127±127 ±127±128±12基/2 ±122 ±122 ±122Φ142 Φ142 ±122 虫122 ±122 ±142虫14础?6 Φ127±127 ±127±128±126 Q127Φ127 ±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CJJ75-97城市道路绿化规范，有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（q=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=40°基底摩擦系数μ=0.30设计边坡高h≤H边坡宽b,=1.50xh。均布荷载qk=30kPa简图资料核基底最大压力Pkax≤100kPa基底最大压力Pkmx≤150kPa审选用号XTDA2XTDA3XTDA4XTDA4+XTDA5XTDA5+XTDA6XTDB2XTDB3XTDB4XTDB4+XTDB5XTDB5+XTDB6墙高H20003000400045005000550060002000300040004500500055006000ht15902500332037404150456049701590250033103740415045604970hn190300410480550600670190280380450510570630截校bi1803806007408309001050160270440570640720860面b2250280390430470520570250280390430470520570尺ba5308401080122014401590173053084010901230145016001740寸s0400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20设n39. 638.938. 638. 438. 238.138. 039. 638. 938. 638. 438. 238. 138. 0主Ea5411418923532739246154114190236328393463要ks1. 111. 121. 121.121. 121. 121. 121. 111. 111. 121. 121. 121.121.12I: t参kt2. 642. 943. 153. 263. 473. 503. 582. 512. 462. 712. 843. 033. 123. 22数Pi959798999697100106150150148150147146P242 8512414118721122634 46901091521801996 ±126±126 ±127 ±128 ±128Φ127±146 ±126±126 ±126 ±126 ±127±128±12扩12虫 125 ±128 ±128 ±146虫186±202±125 ±128±128 ±146±186±20展?6 ±126±126 ±126 ±126 ±127虫127±126 ±126±126 ±126 Φ126 Φ127Φ127±12基/2 ±124 ±126 ±127±127±1412±124 ±126 ±128 ±127±148±14础?6 ±127 ±128 ±128虫127±14/6 ±126 ±126 ±127±128Φ12Vc0. 590.981.852.232. 663. 123. 660. 580. 951.802.182.593. 063. 59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.~③为延米钢筋量。图名及配筋表（六）页次200