新機場連接道路擋土墻防護.xls
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上傳人:Le****97
編號:820223
2023-11-23
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新機場連接道路工程量表豎曲線表EXCEL表格全套資料
1、2854.67529003100311031103130313032503685370041304185418542704620465046504665493049804980511054005445674067807380740074507470809081008280832583508360848085108510853085308630989099301015510180110301109011540115501381013820138201388014460144801471014720147201474014800149301493014980.01203602050022970222、99024260242852429224305283302834074207480748075101016010180217102175021750218602427524285242922432024915249602521025230252302539025800258502693026950269502703027030270802717027190271902722027220272302723027240272402725527430274902781027835279802802028120281552818028205仰斜式路肩墻45.50274283.6仰斜式路肩墻9.56773、1635.0仰斜式路肩墻19.16324108.4仰斜式路肩墻119.70571092.4仰斜式路堤墻16.0799987.5仰斜式路堤墻54.75078313.3楔形護腳-云南85142.81.5仰斜式路肩墻29.6842420.0仰斜式路肩墻14.8420829.3仰斜式路堤墻48.81578457.0仰斜式路堤墻127.86241448.7仰斜式路堤墻47.44507209.8仰斜式路堤墻40122.7俯斜式路肩墻20.3116471.3仰斜式路堤墻20.468662.8俯斜式路肩墻10.2856536.1仰斜式路堤墻45.79163140.5俯斜式路肩墻10.0051119.4路塹擋墻4、30.26741.6俯斜式路肩墻25.329200.8仰斜式路堤墻20.23898189.5仰斜式路堤墻100.1042537.4仰斜式路堤墻42.66448487.4仰斜式路堤墻24.2616476.5仰斜式路堤墻60133.3俯斜式路肩墻85142.8仰斜式路肩墻10.1199941.0仰斜式路肩墻60.71999461.22仰斜式路堤墻20.6895563.51.5楔形護腳-云南9.98159722.6楔形護腳-云南20.0123933.7仰斜式路堤墻137.1987583.9仰斜式路堤墻51.5322219.3楔形護腳-云南140234.8俯斜式路肩墻19.9255280.01.5楔形5、護腳-云南25.647243.11.5楔形護腳-云南13.3412722.4仰斜式路堤墻10.0070836.2仰斜式路堤墻58.37976129.72仰斜式路堤墻29.4919665.51.5仰斜式路堤墻20.6141157.2仰斜式路肩墻38.4265127.2仰斜式路肩墻109.2448618.1矮腳墻9.78612322.1矮腳墻27.3446.0仰斜式路堤墻43.5486293.0仰斜式路堤墻19.4588882.8仰斜式路堤墻153.476975.9仰斜式路堤墻50.35035274.0仰斜式路肩墻19.9270680.7仰斜式路肩墻79.2151203.6仰斜式路肩墻49.9206、16182.8仰斜式路肩墻20.05782196.8仰斜式路肩墻30.10624545.8仰斜式路肩墻10.03541221.9仰斜式路肩墻10.0354183.6仰斜式路肩墻15.04126146.9俯斜式路肩墻60.1447742.3仰斜式路肩墻25.2480157.3俯斜式路肩墻39.67661139.3仰斜式路肩墻34.11154231.1俯斜式路肩墻24.8603266.9266202670026700267202672026760268002688527040270602706027080270802709027090271002710027110271102712027180277、19027190272002720027220272202724027240272602734027350273502736527365273902739027400274002742027420274302743027440274402745027450274602746027470274702748027480275152751527525275252754527640276502765027670276702770027700277102771027720.0012777027780278652787527940279602796027980281402816028160281702818、70281802826028280282802829028290283002840028420284202843028430284402844028460285402856028560285702857028590265702658026580265902659026600266002662026620267002670026720267202676026800268402684026880270402705027050270602706027085S3-23 第 15 頁 共 24 頁 路路基基支支擋擋、防防護護工工程程數數量量表表(擋擋土土墻墻)1121工程新機場分散營區連接道路(寧鄉段)9、工程序號起 訖 樁 號位 置擋墻實際長度防護平均高度(m)擋墻類型工 程 項 目 及 數 量片石混凝土M10漿砌片石碎石墊層砂礫反濾層夯填粘土100mmPVC瀝青軟木板墻頂M10砂漿抹面M10砂漿灌縫挖基土方墻背回填(開山石碴)防滲土工布15cm帶孔波紋管錐坡備注左右(m)泄水管回填土方M10漿砌片石(m3)(m3)(m3)(m3)(m3)(m)(m2)(m2)(m2)(m3)(m3)(m2)m(m3)(m3)1234567891011121314151617181920212223遠遠連連線線1BYK0+095.0 BYK0+110.015.03.0仰斜式路塹墻46.116.212.061.10、88.313.811.316.297.157.018.015.04.71.0發發連連線線2FK0+150.0 FK0+180.030.01.0護腳墻24.610.118.08.724.610.23FK0+050.0 FK0+060.010.03.0衡重式路肩墻43.49.94.513.48.612.07.515.237.422.812.010.04.71.04FK1+180.0 FK1+200.020.02.0護肩墻35.032.010.016.0發連線小計103.09.936.513.418.712.035.523.978.033.012.010.04.71.0塔塔連連線線5TK0+010.11、0 TK0+050.040.03.0仰斜式路塹墻122.843.232.0164.822.036.830.043.2258.8152.048.040.04.71.0雷雷達達連連線線(A A線線)6LDAK0+120.0 LDAK0+140.020.01.0護肩墻11.42.015.016.07LDAK0+300.0 LDAK0+310.010.01.0護肩墻5.71.07.58.08LDAK0+640.0 LDAK0+650.010.02.0護肩墻17.516.05.08.0雷雷達達連連線線(B B線線)9LDBK0+060.0 LDBK0+100.040.03.0仰斜式路塹墻122.843.12、232.0164.822.036.830.043.2258.8152.048.040.04.71.0雷達連線小計157.443.251.0164.822.036.857.543.2290.8152.048.040.04.71.0油油內內連連線線10YNK0+060.0 YNK0+080.020.03.0仰斜式路塹墻61.421.616.082.411.018.415.021.6129.476.024.020.04.71.0軍軍械械連連線線11JXK0+060.0 JXK0+110.050.02.0仰斜式路塹墻69.037.520.0187.515.530.025.024.0260.074.0613、0.050.00.60.312JXK0+620.0 JXK0+640.020.01.0護肩墻11.42.015.016.0軍械連線小計80.437.522.0187.515.530.040.024.0276.074.060.050.00.60.3南南近近連連線線13NJK0+020.0 NJK0+051.831.81.5護腳墻53.416.725.418.734.311.814NJK0+030.0 NJK0+051.821.81.5護腳墻36.611.417.412.823.58.1南近連線小計89.928.142.831.657.819.8南南遠遠連連線線 編制:復核:審核:S3-23 第 14、16 頁 共 24 頁 15NYK1+040.0 NYK1+060.020.01.0護肩墻11.42.015.016.016NYK1+080.0 NYK1+100.020.01.0護肩墻11.42.015.016.017NYK0+300.0 NYK0+310.010.01.0護肩墻5.71.07.58.018NYK0+600.0 NYK0+610.010.01.0護肩墻5.71.07.58.019NYK1+040.0 NYK1+100.060.01.0護肩墻34.26.045.048.020NYK1+200.0 NYK1+260.060.01.0護肩墻34.26.045.048.021NYK115、+300.0 NYK1+480.0180.01.0護肩墻102.618.0135.0144.022NYK1+520.0 NYK1+560.040.01.0護肩墻22.84.030.032.023NYK2+040.0 NYK2+060.020.01.0護肩墻11.42.015.016.024NYK2+100.0 NYK2+300.0200.01.0護肩墻114.020.0150.0160.025NYK2+360.0 NYK2+370.010.01.0護肩墻5.71.07.58.026NYK2+400.0 NYK2+410.010.03.0衡重式路堤墻54.18.510.28.510.313.3716、.515.260.648.012.010.04.71.027NYK2+600.0 NYK2+610.010.03.0仰斜式路塹墻30.710.88.041.25.59.27.510.864.738.012.010.04.71.0南遠連線小計443.919.381.249.715.822.5487.526.0629.386.024.020.09.42.0合合計計1104.91104.9300.8300.8441.4441.41139.81139.8241.5241.5271.6271.61382.91382.9378.4378.43149.13149.11014.61014.6378.0378.17、0315.0315.053.153.111.411.4路路基基支支擋擋、防防護護工工程程數數量量表表(擋擋土土墻墻)1121工程新機場分散營區連接道路(寧鄉段)工程序號起 訖 樁 號位 置擋墻實際長度防護平均高度(m)擋墻類型工 程 項 目 及 數 量片石混凝土M10漿砌片石碎石墊層砂礫反濾層夯填粘土100mmPVC瀝青軟木板墻頂M10砂漿抹面M10砂漿灌縫挖基土方墻背回填(開山石碴)防滲土工布15cm帶孔波紋管錐坡備注左右(m)泄水管回填土方M10漿砌片石(m3)(m3)(m3)(m3)(m3)(m)(m2)(m2)(m2)(m3)(m3)(m2)m(m3)(m3)123456789101118、121314151617181920212223 編制:復核:審核:衡重式路肩墻類 別內摩擦角35斷面尺寸地基(Kpa)墻高H(m)H1(cm)H2(cm)B1(cm)2003120180754160240752205200300756240360757280420752508320480759360540753001040060075114406607535012480720100衡重式路堤墻(A=4m)類 別斷面尺寸內摩擦角地基(Kpa)墻高H(m)H1(cm)H2(cm)353003120180416024052003006240360728042083204809360540仰斜式路肩19、墻內摩擦角地基承載力(KPa)墻高H(m)斷面尺寸(cm)H0H135%D200215050325050250435050545050654060300763070872080仰斜式路堤墻(A=4m)內摩擦角地基承載力(KPa)墻高H(m)斷面尺寸(cm)BB135%D200211030314030250417030520040623045300725050827060仰斜式路堤墻(A=8m)內摩擦角地基承載力(KPa)墻高H(m)斷面尺寸(cm)BB135%D200213030317040250421045525050629060300732065835070仰斜式路塹矮墻墻高23護肩墻墻高20、H墻頂寬b墻底寬B漿砌片石墻身C25砼mmm3m/m3m/m10.7510.570.4120.751.251.750.41衡重式路堤墻(A=8m)類 別斷面尺寸內摩擦角地基(Kpa)墻高H(m)H1(cm)H2(cm)353003120180416024052003006240360728042083204809360540主要工程數量B2(cm)B21(cm)H3(cm)n1n2n3n4圬工體積3(m/m)C20砼墊層3(m/m)7030500.050.250.10.254.340.998030500.050.250.10.256.191.058030500.050.250.10.257.921、61.058040600.050.30.10.2510.551.179050700.050.350.10.2514.161.3810060800.050.40.10.2518.561.6410060900.050.40.10.2521.811.67110901100.050.40.10.2526.391.98110901100.050.40.10.2530.092.031201001200.050.350.10.2535.692.22圬工體積3(m/m)B1(cm)B2(cm)B21(cm)H3(cm)n1n2n3n48010030500.050.350.10.255.40780130305022、0.050.350.10.258.2499014030500.050.350.10.2511.5199017030600.050.350.10.2515.47510020035700.050.350.10.2520.77113024040800.050.350.10.2529.04815028045900.050.350.10.2537.708圬工體積3m/m反濾層3(m/m)泄水管(m/10m)墻頂抹面2(m/m)B0B1B2n1n270301170.150.21.890.283.080.780301360.150.23.190.693.880.890301550.150.24.81.09423、.680.9110301840.150.27.251.56.851.1120402140.150.29.711.97.851.2130452380.150.212.452.312.531.3150502720.150.216.362.7114.781.5圬工體積3m/m反濾層3(m/m)泄水管(m/10m)墻頂抹面2(m/m)夯實黏土3(m/m)B2H1n1n2155500.150.22.80.284.681.13.35194500.150.25.190.696.281.43.74233500.150.28.311.099.351.74.17282600.150.212.311.511.35224、4.77內摩擦角35斷面尺寸斷面尺寸斷面尺寸(cm)斷面尺寸(cm)325700.150.2171.919.282.35.34359800.150.221.682.321.532.57.52398900.150.226.972.7130.72.78.64圬工體積3m/m反濾層3(m/m)泄水管2(m/10m)墻頂抹面2(m/m)夯實黏土3(m/m)B2H1n1n2175500.150.23.260.285.481.33.54233600.150.26.350.697.481.74.93286700.150.210.361.0911.352.16.02340800.150.215.341.34125、3.652.57.22398900.150.221.371.716.12.98.644421000.150.227.512.0626.333.29.94851100.150.234.42.4329.253.511.24圬工體積透水土工布挖方回填方墻背回填開山石碴21.381.25.23.751.4833.071.26.474.123.8M10砂漿灌縫挖土方碎石反濾層2(m/m)3m/m3m/m0.20.80.10.610.81.6圬工體積3(m/m)B1(cm)B2(cm)B21(cm)H3(cm)n1n2n3n49013030500.050.350.10.256.3411016030500.26、050.350.10.2510.3412019030500.050.350.10.2514.7713022030600.050.350.10.2519.9914024035700.050.350.10.2525.5718027040800.050.350.10.2534.8722032045900.050.350.10.2546.78斷面尺寸(cm)斷面尺寸反濾層(砂礫)3(m/m)泄水管(0.1mPVC)/10m瀝青軟木板2(m/10m)M10砂漿灌縫2(m/m)開挖基礎3(m/m)回填土方3(m/m)防滲土工布2(m/m)夯實黏土3(m/m)0.458.631.21.523.742.28127、.21.341.4813.851.522.173.862.291.21.342.5115.351.832.793.862.291.21.343.5823.652.163.694.972.711.21.394.4530.152.54.966.743.561.21.435.4532.982.866.58.164.051.21.466.441.543.167.638.984.431.22.957.2351.243.549.2413.455.521.23.448.2859.673.8510.5313.625.531.23.459.1566.784.2112.4915.396.081.23.82C20砼28、墊層3(m/m)夯實粘土3(m/m)反濾層(砂礫)3(m/m)泄水管(0.1mPVC)/10m瀝青軟木板2(m/10m)M10砂漿灌縫2(m/m)開挖基礎3(m/m)回填土方3(m/m)防滲土工布2(m/m)0.853.371.0210.321.331.526.064.81.21.093.711.5611.251.722.177.098.461.21.3142.0913.62.12.797.9712.941.21.544.292.6324.952.473.698.8818.241.21.764.573.1327.92.844.969.7224.071.22.275.193.6738.83.2729、6.511.5231.081.22.996.064.2855.353.737.6313.9639.741.2夯實黏土3(m/m)瀝青軟木板2(m/10m)防滲土工布2(m/m)挖基土方3(m/m)C20砼墊層3(m/m)回填土方3(m/m)C25砼基座3(m/m)3.510.81.25.40.511.120.4753.61.131.25.90.613.230.4753.711.451.26.420.715.940.4753.831.81.27.220.899.270.4754.022.141.28.071.0813.220.4754.132.481.28.81.2617.760.4754.2730、2.831.29.871.5322.970.475瀝青軟木板2(m/10m)防滲土工布2(m/m)挖基土方3(m/m)C20砼墊層3(m/m)回填土方3(m/m)C25砼基座3(m/m)0.871.250.711.570.4751.231.25.930.953.770.4751.61.26.931.226.610.47521.28.281.6110.120.475主要工程數量2.351.29.592.0114.270.4752.71.213.632.3518.350.4753.071.215.952.7723.540.475瀝青軟木板2(m/10m)防滲土工布2(m/m)挖基土方3(m/m)C31、20砼墊層3(m/m)回填土方3(m/m)C25砼基座3(m/m)0.911.25.450.831.590.4751.311.28.061.223.570.4751.71.210.351.666.330.4752.091.212.912.159.740.4752.481.215.952.7713.820.4752.861.218.673.2818.480.4753.231.221.63.8323.770.475反濾層C20墊層泄水管軟木板砂漿灌縫0.40.753.10.60.480.81.085.50.921.08C20砼墊層3(m/m)夯實粘土3(m/m)反濾層(砂礫)3(m/m)泄水管(032、.1mPVC)/10m瀝青軟木板2(m/10m)M10砂漿灌縫2(m/m)開挖基礎3(m/m)回填土方3(m/m)防滲土工布2(m/m)0.853.371.0210.321.331.526.064.81.21.093.711.5611.251.722.177.098.461.21.3142.0913.62.12.797.9712.941.21.544.292.6324.952.473.698.8818.241.21.764.573.1327.92.844.969.7224.071.22.275.193.6738.83.276.511.5231.081.22.996.064.2855.353.737.6313.9639.741.2擋墻編號路基左/右側擋墻內側離中線垂直距離備注1左3.252右3.253右14.754左11.255右11.256右10.25-12.25大樁號靠近,小樁號遠離7右4.258右3.759右3.7510右3.7511左2.2512左2.2513左2.2514左2.2515左2.2516左2.2517左2.2518左2.2519左2.2520左2.2521左2.2522左2.2523左2.2524左2.2525右2.2526左6.527右6.5
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