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甘12G8-支护与边坡工程.pdf

资料限内部使用，严禁用于商业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qμ=30kPa选用号HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB10核墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000h160020002400280032003600400044004800160020002400280032003600400044004800h2240030003600420048005400600066007200240030003600420048005400600066007200h;500550600650700750800850900500550600650700750800850900截hn180200220240260300340400440180200220260310350390440490面bt21026031036042061080010601300210260310480700830100012301440尺b;310340370400430470500530560310340370400430470500530560寸Ba122013501480162017502030230026402960122013501480173020402320262029403290m20. 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P63110153201252298312309315129209275295294345353358359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P175197221250282105123143172204229260290322础6±186±187±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引用于

资料限内部使用，严禁用于商业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HJA2HJA3HJA4HJA5HJA6HJA7HJA8HJA9HJA10HJB2HJB3HJB4HJB5HJB6HJB7HJB8HJB9HJB1审墙高H400050006000700080009000100001100012000400050006000e700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200h;500截550600650700750800850900500550600650700750800850900ha120140150面160180210230270300120140150180210240270300340bt210260尺31036045065084011001340210260340500740860104013201540b;310340370400430470500530560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. 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. 65ha170190230250280130160180210230270290320350扩he680730770830900510520560620700740800870940展be/17201920226025102780132016001830206023102650292032103500基Pr171194218246278102121142170202227256289319础7±166±187±187±188±187±147±146Φ167Φ167±166Φ187±187Φ188±18Y.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。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）质次86引用于

资料限内部使用，产禁用于商业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Prx≤100kPa基底最大压力Pkmx≤150kPa审选用号XJA2XJA3XJA4XJA4XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H2000300040004500500055006000200030004000450050005500600015902480329037104110451049201590247032903700410045104910ha200310430490570640700200290390440520580640截bi210330530610760860970210240320360440520600面b2250280390430470520570250280390430470520570尺b35409401210139016301810198054095012301420167018502020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. 04b数Pi929998100991009992119137142149149149P201944 547384960618274255676 ±126 ±126 ±126 ±127 ±127±128±126 ±126±126 ±126 ±127 ±127±128±12扩2 ±124 ±126 ±127 ±127虫148±142虫12/4 ±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±122 ±122 Φ122 ±123±123±12础?16 ±126 ±127 ±127Φ128±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（q=10kPa）（一）88引用于

资料限内部使用，严禁用于商业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筒图资料核基底最大压力Prmsxi≤200kPa基底最大压力Prnax≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h,17502620361040704350478052101750262036104070435047805210ha014000230260280014000230250270截220450320360530570660220450320360530530530支学面b2250280390430470520570250280390430470520570尺b37307201520173013201480162073072015201730132014801640寸00400430450470500004004304504705000. 000. 100. 000. 000.100. 100. 100. 000. 100. 000. 000.100. 100. 10E00:1n30. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 030. 0主Ea41821361682212633084182136168221263308H要ks1. 311. 311. 301. 301. 321. 321. 321. 311. 311. 301. 301. 321. 321. 322. 351. 982. 331. 97参kt2. 351. 982. 332. 381. 982. 022.102. 381. 981. 97数Pi9011315616719119919890113156167191209226P210370719103706 ±126±126 ±126 ±127±127Φ128±126 ±126±126 ±126Φ127±127±128±12扩?2±125 ±128 ±127 ±148±147±162±125 ±128±127 ±148±147±16展?6 ±126±126 虫126 ±127 ±127±128±126 ±126±126 ±126±127±127±128±12基2 ±124 ±122 ±123±123±12/2 虫124Φ122 ±123±123Φ12础?6 ±126 ±127±127±128±126 ±126 ±127±127±128±12V.0. 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（q=10kPa）（三）页次90引用于203年0第

资科限内部使用GB／T 38980-2020 锆管探伤对比试样人工缺陷尺寸测量方法，严禁用于商业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H20003000400045005000550060002000300040004500500055006000hi17502730362040804540500054501750273036204080454050005450hn0000000000000截校bi290340390400420490580290340390400420440480面b2250270380420460500550250270380420460500550尺b34808601110128015101680184048086011101280151016801840寸00400430450470500004004304504705000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 0000: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. 30参kt2. 142. 142. 112.112. 152. 232. 322. 142.142. 112. 112. 152. 172. 20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 ±122 ±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引用干

资科限内部使用产禁用于商业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=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Prmx≤200kPa基底最大压力Pknar≤250kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi17502730363040904560501054701750273036304090456050105470截hn0000000000br230360390430500530620230360390430500510530面b2250270370410440490530250270370410440490530尺b3440660880990110012101320440660880990110012101320寸s0040043045047050000400430450470500n0. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 000. 00E0 '0 :I25. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 025. 0主Ea32631051291712032383263 105129171203238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12 ±124 ±125 ±127虫127±142 ±124±125 ±127±127±14展?6 ±126 ±126 ±126 ±127±127±127±126±126±126 ±126±127±127±127±12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12G82.①~③为延米钢筋量。图名及配筋表（qk=10kPa）（九）页次96

资科限内部使用，产禁用于商业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设计均布荷载q=30kPa简图资基底最大压力Pmx≤100kPa基底最大压力Prmax≤150kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000h15402420324036504040444048501540241032303650403044404840ha270400530600700770840250360480540630700760截校bi290560850980113012701410190310540640760870980面支学250290400440490540590250290400440490540尺590ba790117014201590187020402200810120014601630191020802250寸s00400430450470500004004304504705000. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200 '0 :[30. 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Pi1009910010010010099124148149150150150150P21840627392104115273142 63 74866 ±126 ±126 ±127Φ 127±128±126 Φ126±126 ±127Φ127 ±127±128±12扩5±127 ±148±146 ±187±188±185±127±148 ±146 ±187±188±18展?6 ±126 ±126 ±127 ±127 ±127±128±126±126±126 ±127±127 ±127±128±12基2 ±122 ±122 ±123±123±122±122 ±122 ±122 ±123±123±12础?6 ±127 ±127±127±128±126 ±127±127 ±127±128±12Vc0. 661. 112. 052. 452. 973. 494. 060. 641. 051. 962. 352. 843. 353. 90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页悬臂式路肩墙截面尺寸图集号丨甘12G82.①~③为延米钢筋量。图名及配筋表（q=30kPa）（一）页次97引用于203E40日.

资料限内部使用，产禁用于商业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=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H20003000400045005000550060002000300040004500500055006000h16102510339038304190460051001610251033903820418045905100hn230340290330600660460220310260290540590410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 ±127±127 ±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（q=30kPa）（四）页次100引用于

资科限内部使用，产禁用于商业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qk=30kPa简图资料核基底最大压力Prmar≤100kPa基底最大压力Pkmx≤150kPa选用号XJA2XJA3XJA4XJA4+XJA5XJA5+XJA6XJB2XJB3XJB4XJB4+XJB5XJB5+XJB6墙高H20003000400045005000550060002000300040004500500055006000hi16502590346039004330477052001650259034603900433047705200hn120180240270310350380110160210240280310340截230490780910107012001340160260480590710820930面bb2250280380420460500550250280380420460500550尺b700102012201370161017601900710105012601400165017901940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 971501802322703111. 321. 321. 321. 321. 321, 321. 311. 321. 321. 32要ks1. 321. 311. 311. 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13±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 ±12/2 ±122±122 ±122±122±12础?/6 ±126 ±127±127虫128±126 ±126Φ127±127±128±12Ve0. 651. 071. 952. 352.813.273.820. 631. 021. 872. 252. 703.143. 67注：1.表内尺寸单位以亳米计，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引用干

资料限内部使用，严禁用于商业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qr=10kPa路肩墙B均布荷载q=30kPa串选用号YJDA2YJDA3YJDA4YJDASYJDA6YJDA7YJDA&YJDA9YJDA10YJDB2YJDB3YJDB4YJDBSYJDB6YJDB7YJDB8YJDB9LJDB10墙高H20003000400050006000700080009000100002000300040005000600070008000900010000400450500550600650700750800400450500550600650700750800100130160200230260290340370140170210250280310350400430ha截52070089011401330152017102020222078010101210150017001900210024302640面b;170190210230250270290310340170190210230250270290310340尺660860106013201520173019302250246091011601370167018802090231026502870Ba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. 1538. 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. 451. 411. 41要ks1. 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330380420460510550590640330370420460500550590630hc展1240152019002190249027803230354016601970240027103020332038104130be基395468839711112714142 56718599114129143Pr6±127Φ128±127±147±146±166 ±167±166±127±128±126±147±146±167虫167±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引用于

资料限内部使用，严禁用于商业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d=10kPa路肩墙 B均布荷载=30kPa选用号YJDA2YJDA3YJDA4YJDASYJDA6YJDA7YJDA&YJDA9YJDA1YJDB2YJDB3YJDB4YJDBSYJDB6YJDB7YJDB8YJDB9JDB10核审墙高日20003000400050006000700080009000100002000300040005000600070008000900010000h;400450500550600650700750800400450500550600650700750800ha70709011013015016019021080100120.140160180200220240截b500570720930108012401390164018006508301000123014001560172019902160面170190210230250270290310340170190210230250270290310340校尺Ba6507409101130130014801640191020808009901180143016101790196022502440寸0. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 250. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 10n35. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335. 335.3Ea16264360801021391701424375878101127169203主1. 711. 421. 431. 391. 391. 391. 391. 351. 351. 291. 361. 371. 341. 361. 371. 381. 341. 34ks要1. 811. 411. 381. 381. 361. 361. 351. 351. 351. 541. 481.451. 431. 421. 401. 391. 391. 38kt参Pi6513217722527632037242747993141187239286335384440488数P2900000000000000000V1, 061.782.964. 746. 588. 7911, 2414. 8718.121. 352. 544, 066. 218. 4610. 9813.8317.9621. 65ha110130160190210240270300140170210230260280320350扩he320370410450500540580620320360400450490530570610展bc1070130016201870211023602750301014301700206023202570283032503510基Pr3852 6781951091241384155698498112127142础6虫127±128±128±127±147±146 ±167±166±127Φ128±128±12±147±146±167虫16Ve0. 430. 580. 780. 951.161. 371. 691. 940. 590.750. 971. 191. 401. 631. 982.25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。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。图名及参数表（九）页次122引用于

资料限内部使用，严禁用于商业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,qr=30kPa路堑墙边坡坡度1:1.75核选用号YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YQD2YQD3YOD4YQD5YQD6YQD7YQD8YQD9YQD10审墙高H20003000400050006000700080009000100002000300040005000600070008000900010000h7601150153019102290267030603440382076011501530191022902670306034403820h2124018502470309037104330494055606180124018502470309037104330494055606180h;400450500550600650700750800400450500550600650700750800截hn22026034044052061069084092022028039055066076087010601170校面b500500500500500500500500500500500500650790920106016301810尺b;170190210230250270290310340170190210230250270290310340寸B108013201680222026203030346041804620108014001940275032803810435052905860m20. 360. 360. 440. 590. 620. 650. 680. 790. 800. 360. 430. 620. 800. 800. 800. 800. 800. 80n0. 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Pi6011917221827031936540145053106143169206243280298333数P22380610324242922 3360718191123135V1. 743. 155. 298.7012.2416. 5121. 5429.2035. 791. 743. 326. 0910.8215. 6121.2027.7338. 5847. 60ha34045058070081092010801220340470640760890102012001340扩he390420480520570610680720410460530580630680750800展be1710224029203480404046005420600017102340318038204450508060206690基Pk49 6585102120138164182527399119139159185205/7Φ128Φ127Φ147±146 ±167±167±187±208±127±147Φ146Φ167±16716础6±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，①为延米钢筋量。图名截面尺寸及参数表（五）次127引用于《支护与边坡工程甘12G8》

资料限内部使用，严禁用于商业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YTD2YTD3YTD4YTD5YTD6YTD7YTD8YTD9YTD10YOD2YQD3YOD4YQD5YQD6YOD7YQD8YQD9YQD10墙高H200030004000500060007000800090001000020003000400050006000700080009000100007601150153019102290267030603440382076011501530191022902670306034403820hz124018502470309037104330494055606180124018502470309037104330494055606180hj400450500550600650700750800400450500550600650700750800截ha160200270350410480540640710160200270370450530600730810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he1360410450500540590630680370410460510560600660710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引用于

本资料限内部使用，严禁用于商业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ha160200240290340400450540590160200240350420500570700780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he440450500550590640680430500540600640700750展be19702530302035104000471052202000279033904000485054606060基Pr688210011913615917668961171391601872088±126Φ147±146 ±166Φ166±188±188±127±146Φ166Φ167±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引用于《支护与边坡工程甘12G8》203年40月第

资料限内部使用，严禁用于商业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0. 160. 300. 350. 350. 350. 350. 350. 150. 340. 350. 350. 350. 350. 35m20. 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 0:1Ea2047831361902533253376119185249321403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: nPi7010213417220724127570119153193227262297B数P2100110011010110V1. 463. 025. 188. 2411.8516. 1121. 042. 143. 616. 249. 7013. 7718.4823.82ha360490610720840950/4205406707909101030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引用于

资料限内部使用，产禁用于商业计抗震设防烈度为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,=1.75xh，9=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.75xh，9k=30kPa核选用号FTDA2FTDA3FTDA4FTDA5FTDA6FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8审墙高H20003000400050006000700080002000300040005000600070008000h,400450500550600650700400450500550600650700hn2403404505906908009103004105206707909001020截b58086011401620192022402560880120015002060240027603100面b;250280310340370400430250280310340370400430校尺Ba12201720223029303460400045501510206025803370393045205080寸m20. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 150. 200. 200. 200. 20d0. 200. 200. 200. 200. 200. 200. 200. 200. 200. 20042.341, 841. 541, 341, 241, 141. 042. 842.141, 741. 341. 140. 940. 8501081842643584663979133221311417538主Ea2862ks1.121. 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I: 8Pi62 10715318823427932354 95140171216258304B数P2151272016151330312844444443V1. 573. 405. 9510.1214. 3919. 5525. 492. 104. 317. 2412. 0716.9522.7829. 34ha/4405807408901040119063081096011201270扩he3804104705105506001440500540580620展be21802910372044605200595031504030480055906350基Pk476182971131296990106122139础7 ±128±127 ±147 Φ147±187±208±127±147±147 168±18Ve11. 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引用于

资料限内部使用，产禁用于商业设计抗震设防烈度为7(0.15g)、88(0.2g)度填料内摩擦角β=40°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,=1.50×h，±=10kPa路堤墙B边坡高h,≤H边坡宽b,=1.50×hp9x=30kPa选用号FTDA2FTDA3FTDA4|FTDA5FTDA6]FTDA7FTDA8FTDB2FTDB3FTDB4FTDB5FTDB6FTDB7FTDB8核审墙高H20003000400050006000700080002000300040005000600070008000400450500550600650700400450500550600650700h230340480590700810930260350450570660760880截hn500500500640780910105066088010401520178020402180面b;250280310340370400430250280310340370400430尺11401720239029503520407046401300174022502830332038004410寸Ba0. 150. 270. 350. 350. 350. 350. 350. 150. 150. 180. 150. 150. 150. 18m20. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 200. 2037. 635. 834. 634. 434. 334, 234. 138.137. 536.736.736. 536. 335. 850 *0:1Ba24651312233184325623368120190267358486主1. 191.121. 131.131.131. 121. 111. 101. 101. 101.101.10ks1. 251.17要2. 512. 642.502. 472. 432. 422. 862. 382. 242. 262. 172.112.13kt2. 671: n参Pi6210514219323728232662 112162205256309354式B数P213121817171514201259200V1. 422. 864. 937. 7111.1115. 0919.731. 713. 465. 789. 6713. 6418.2923.5214406007509101060121044059074088010301190h扩he370410460500540590380410460500540580展be218030103770454052906060220029503690441051305950基4664829811413049638297112128P7 ±128±126 ±146 ±167±186±227±128±126 ±147±168 ±187±22础Ve1. 021. 522.062. 623. 233. 951. 051, 472. 002. 523. 093. 79注：1.表内尺寸单位以毫米计两座450立方高炉工程筑炉施工组织设计，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（八）页次166引用于

资料限内部使用，严禁用于商业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=0.40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HJDA2HJDA3HJDA4HJDA5HJDA6HJDA7HJDA&HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9HJDB10审墙高H400050006000700080009000100001100012000400050006000700080009000100001100012000hi160020002400280032003600400044004800160020002400280032003600400044004800hz240030003600420048005400600066007200240030003600420048005400600066007200截h;500550600650700750800850900500550600650700750800850900ha130150180200230270300330370140170210230270300330370410面尺bt2103605507309301190136015801870370600740870102012201400158018706310340370400430470500530560310340370400430470500530560寸Ba12501490178020402330268029803340373014101750206023502650304033403690411020. 400. 400. 400. 400. 400. 400. 410. 420. 420. 400. 410. 440. 460. 470. 490. 490. 500. 50n0. 100. 100. 100. 100. 100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 100. 1036. 636. 336.736.736. 736. 536. 536.536.536. 536.236. 336. 336. 436. 136.136. 236.2主ks1. 251.181.201. 221. 241. 191. 211. 241. 271.111. 121. 171.191. 221. 191. 201. 231. 27要kt1. 781. 671. 701. 691. 711. 701. 721. 771. 831. 691. 701. 731. 731. 741. 751. 751. 791. 86参Pi179251296349395458504534560221282330383431489538574596数P21845480524 452154881024 50V4. 346. 419. 0111. 9815. 5019.7824. 3829. 8635.964. 717. 1710.1113. 4617.3322.2227. 0832. 8539.52ha160200240270310360400440480190230270310350400440480530扩he440470510550600640680740790410460500550590640680730790展be159019702360271030803570395043604790187023302730312035004020441048205270基P789611313315317219221423684106127146166188207229252础8±127±147±146 Φ166±166Φ187188±186± 228±126 ±147±146±167±168±187±208±209±20Ve0. 831. 061. 341.631. 992.422.823. 353. 91.0. 921. 241. 541.892.252.753.173. 684. 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。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，①①为延米钢筋量。图名及参数表（五）页次172引用于《支护与边坡工程甘12G8》2013年10月第，

资料限内部使用，严禁用于商业设计抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角9=40°基底摩擦系数μ=0.50资料路肩墙A均布荷载k=10kPa路肩墙B均布荷载9=30kPaHJDA6HJDA7HJDA8HJDA9HJDA10HJDB2HJDB3HJDB4HJDB5HJDB6HJDB7HJDB8HJDB9选用号HJDA3HJDA4HJDA5JDB10核HJDA2700080009000100001100012000400050006000700080009000100001100012000审墙高H40005000600032003600400044004800160020002400280032003600400044004800hi160020002400280048005400600066007200240030003600420048005400600066007200hz2400300036004200750800850900500550600650700750800850900h,500550600650700截000000000hn0000面6709001160145017802104205806708301010128015401820bt210260310450尺430470500530560310340370400430470500530560b;310340370400寸2410276031403550126015601810205023402690308034903890Ba126014001540177020900.400. 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. 00000. 000. 00n0. 000. 000. 0033. 833. 933. 633.733.733. 733. 233. 333. 433. 533. 533. 333. 333. 433. 4633.733. 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. 633583874504744945 09223282338395436496516531553参Pi14322730624 184372105742012124174101数P255319310.9414.4418.4623.16228.6034.844. 386. 659.1812.1915.8220. 3425. 4831.5037. 95V4. 386. 178.23ha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. 351. 692. 072.482.993. 550. 791. 051. 351. 561.892.302.793. 303.85Vc0. 790. 941.12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。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（九）页次176引用于

资料限内部使用，严禁用于商业抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角0=30°基底摩擦系数μ=0.40设计简图均布荷载9k=10kPa资料基底最大压力Pmx≤150kPa基底最大压力核Pkmax≤200kPa审选用号XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6XJDA2400045005000550060002000300040004500500055006000墙高H2000300038404270469051201650257034103840427046905120hi165025703410220250300340380120170220250290320350ha120170截320370510620730200240320360400440480校bi200240面280400440480530580250280400440480530580br250尺120015301740204022402440730120015301740205022602460ba730寸4304504705000040043045047040050000. 100. 100. 100. 100. 100. 100. 100. 10a0. 100.100. 100. 100. 100. 1031. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 531. 5主44 881461802382833324488146180238283332Ea1. 151. 151.151. 151, 151. 151.151.151. 151. 151. 151. 15要ks1. 151. 152. 352. 402. 472. 552. 822. 953. 072. 352. 402. 472. 532. 652. 702.73参k14314915015015089118143151168177187数P891181320385062 141319273339P2146 ±126 ±127 ±127±127虫128±126±126±126 ±127Φ127±127±128±126 ±12扩4±125 ±146±167±167±187±204±125 ±146 ±167 ±167±187±20展6 ±127 ±127±127虫128±126 ±126±126 ±127±127±127±127虫126 ±126±122 ±122 ±122 ±122虫142±142 虫122 虫122 ±145 ±126±12基6 ±127 ±127虫127虫128±126 ±127Φ127±127±128±12础11. 962. 352. 833. 353.920. 651. 041.962. 342.803. 293.82Ve0. 651. 04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。悬臂式路肩墙截面尺寸图集号|甘12G8图名2.①~③为延米钢筋量。及配筋表(qk=10kPa)（二）页次178引用于

资料限内部使用，严禁用于商业抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=35°基底摩擦系数μ=0.30设计均布荷载k=10kPa简图资料核基底最大压力Pkmax≤100kPa基底最大压力Prmr≤150kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高日20003000450050005500600020003000400045005000550060004000hi16402560340038304260470051201640256034003830426047005120130180260300340380430130180240280310340380截hn1602404605907609001040160240320360400470580校面bib2250280390430470510560250280390430470510560尺ba880133017301950221024302650880133017401970221024302650寸040043045047050004004304504705000. 1000 :10. 100. 100. 100. 100.100. 100. 100. 100. 100. 100. 100. 100. 10n设029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 029. 0主Ea39781291592102502933978129159210250293要ks1. 151.121. 151. 151.121. 121. 121. 151.121. 151.151. 111. 111. 11:n参3. 163.123. 623.834. 074. 244. 403. 163. 123. 283. 333. 313. 413. 57kt数739810099100991007398119128145150150Pi152144 5672 849515213238455466P26 ±126±126 ±126 ±127 ±127±128±126 ±126±126 ±126 ±127±127±128±12扩2 ±124 ±146 ±146 ±164± 227±182±124±146 ±146 ±164±227±18展6 ±126 ±126 ±126 ±127 ±127±128±126 ±126±126 ±126±127 ±127±128±12?基2 ±122 ±122 ±122Φ142Φ12/2 ±122 ±142 ±124 ±124±126 ±126 ±127±127Φ128±126 ±126 ±127 ±127Φ128±12础Ve0. 671. 072. 032. 452. 943. 444. 020. 671. 071. 992. 382.813. 273.84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)（四）页次180引用于

资料限内部使用，产禁用于商业抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=35°基底摩擦系数μ=0.40计均布荷载=30kPa简图资料串基底最大压力Pkms≤150kPa基底最大压力Prnax≤200kPa选用号XJDA2XJDA3XJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+XJDB6墙高H20003000400045005000550060002000300040004500500055006000hi16502580343038704300473051501650258034303870430047305150ha130180240270310350380130180220250290320350截b29041066078094010701200290410510540660770870面b2250280400440480530590250280400440480530590尺17002000720109013301490173018802030ba7201090131014701850寸00400430450470500004004304504705000. 100. 100. 100. 100. 100. 100. 1000:1n0. 100. 100.100. 100. 100.100. 10029. 029. 029. 029. 029. 029.029. 029. 029. 029. 029. 029. 029. 029. 0主Ea 6711918422228633338467119184222286333384H要1.151. 151. 151. 151. 151. 151. 15ks1. 151. 151. 151. 151. 151. 151. 15:n参2. 252. 242. 432. 552. 752.842.922. 252. 242. 202. 192. 382. 462. 54kt数P1116146149148150150150116146180195199198200P201213250617201111931416 Φ126±126 ±127±127±128±127±146 ±126126±127±127±128±127±14护5 ±144 ±204 ±227±207±207±225±144±204±227 ±206±227±22展6 ±126±126 ±127 ±127±127±128±126±126±126 ±127±127 ±127±128±12?基2 ±122 虫122 ±122 ±122虫142 ±122±122 ±144虫124 ±125±125±12础6 ±127 ±127±128±127±146 ±127±127 ±128±127Φ14?0.661. 062. 002. 402.883. 394. 000. 661. 061. 962. 332. 793. 293. 87Vc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)（五）页次190引用于

资料限内部使用，严禁用于商业抗震设防烈度为7(0.15g)、8(0.2g)度填料内摩擦角=40°基底摩擦系数μ=0.30设计简图均布荷载=30kPa资料基底最大压力Prx≤100kPa基底最大压力Prmx≤150kPaXJDA4XJDA4+XJDA5XJDA5+XJDA6XJDB2XJDB3XJDB4XJDB4+XJDB5XJDB5+选用号XJDA2XJDA3XJDB645005000550060002000300040004500500055006000墙高H20003000400047005130161025603410384042704700513016102560341038504280h270310360400430210190240280320360390hn220200740880105012001360360240400520650770900b420430面430470520570250280390430470520570b2250280390尺16101780207022402400440133016501820211022802450ba4401330寸43045047050000400430450470500s004000.100. 100. 100. 100. 100 '0:10. 200. 100. 100. 100. 100. 100. 100. 200.10n26.526.526. 526.526.526. 526.526.526.526. 526. 526. 526.526. 5主11017020526430835562110170205264308355Ea62 1.131. 151. 151. 151. 151. 151. 261. 121. 151.151.151. 151. 15要ks1. 272. 473. 633. 754. 054. 154. 252. 222. 752. 943. 083. 363. 463. 57参k3. 2999100100116136150149149149149数Pi971009910073921031142163345657087P21540637±127Φ128±126±126±126 ±127Φ127 Φ127±128±126 ±126±126 ±127 ±127 ±187±206±224±146 ±167±167 ±187±206±22扩4±146 ±167 ±167 ±127±127虫128±126 ±126±126 ±127Φ127±127±128±12展?6 ±126±126 ±122 ±122±122±142 ±144 ±124±124 ±125 ±125±12基2 ±122 ±122 ±127 ±127±127±128±126 ±127Φ127 ±127Φ128±12础?6 ±122. 082.503. 003. 534. 110. 611. 071. 992. 392. 863. 383.94Ve0. 621. 12注：1.表内尺寸单位以毫米计深圳市新华医院项目主体工程幕墙专项施工方案.doc，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12G8图名2.①~为延米钢筋量。及配筋表（gk=30kPa)（七）页次192引用干

资料限内部使用，产禁用于商业抗震设防烈度为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: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. 15参kt2.122. 062. 222. 292. 462.532. 602.122. 062. 042. 022. 132. 212. 27数Pi113140149149149150150113140174188200199199P211182746566711111325366 Φ126 ±126 ±127 ±127±127±128±126 ±126±126±127±127 ±127±128±12扩14±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12 ±122 ±122 ±122Φ142 Φ142 ±122 虫122 ±122 ±142虫14础?6 Φ127±127 ±127±128±126 127Φ127 ±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，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（q=30kPa)（八）页次193引用于

资料限内部使用，严禁用于商业抗震设防烈度为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Pkuax≤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. 20E0'0 :I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. 121.121.12: 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 ±128虫127±146 ±126±126 ±126 ±126 ±127±128±12扩12虫 125 ±128 ±128 ±146虫186±2012±125 ±128±128 ±146±186±20展?6 ±126±126 ±126 ±126 ±127虫127±126 ±126±126 ±126±126 Φ127Φ127±12基12 ±124 ±126 ±127±127±1412±124 ±126 ±128 ±127±148Φ14础?6 ±127 ±128 ±128Φ127±14/6 ±126 ±126 ±127±128Φ12Ve0. 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引用干