线芩河互通连接线-涵洞工程数量表

1、沙市至公安高速公路观音垱至杨家厂段SGSJ-1标段 K线 岑河连接线涵洞(盖板涵)工程数量表编制：复核：审核：C6-1-4-34 第 1 页 共 2 页序号中桩心号结类构型交角(度)孔数及孔径（孔-m)长度（m）洞口型式主要工程数量备注进口出口洞身洞口C20片石砼洞外铺砌(m3)挖基土方(m3)基础换填砂砾垫层(m3)台背回填(m3)C30砼盖板(m3)盖板铺装搭板钢筋台帽钢筋基础钢筋C20砼帽石(m3)C30砼台身(m3)C25砼台身基础(m3)C20片石砼涵底铺砌(m3)基底碎砾石垫层(m3)C20砼墙身(m3)C20砼基础(m3)C20片石砼 洞口铺砌(m3)HPB300钢筋(kg)HR

2、B400钢筋(kg)HPB300钢筋(kg)HPB300钢筋(kg)HRB400钢筋(kg)1234567891011121314151617181920212223242526271NK+218盖板涵901-32.330.0八字墙八字墙42.81050.03399.0149.4273.0666.30.9131.043.236.025.29.76.415.93.44885485782NK+793盖板涵1002-42.526.5八字墙八字墙126.41855.06004.9366.1482.31177.12.2255.276.384.844.511.87.422.18.69946095593NK

3、1+277盖板涵802-42.015.5八字墙八字墙73.91085.03512.3366.1282.1688.52.2127.644.649.626.07.85.818.18.35813712584NK1+416盖板涵801-21.58.5八字墙八字墙5.7297.5963.1116.577.4188.80.725.812.26.87.14.23.87.62.31171401085NK1+431盖板涵801-41.68.5八字墙八字墙20.3297.5963.1183.177.4188.81.130.212.213.67.15.34.715.24.01591951146NK1+571盖板涵8

4、01-32.08.5八字墙八字墙12.1297.5963.1149.877.4188.80.933.612.210.27.17.55.514.03.31381741417NK1+837盖板涵801-22.08.5八字墙八字墙5.7297.5963.1116.577.4188.80.731.812.26.87.17.15.19.92.51171461418NK1+942盖板涵801-22.08.5八字墙八字墙5.7297.5963.1116.577.4188.80.731.812.26.87.17.15.19.92.51171461419NK2+042盖板涵751-22.08.5八字墙八字墙5.

5、7297.5963.1116.977.4188.80.731.812.26.87.17.15.19.92.511714614110NK2+142盖板涵801-21.58.5八字墙八字墙5.7297.5963.1116.577.4188.80.725.812.26.87.14.23.87.62.311714010811NK2+447盖板涵951-21.58.5八字墙八字墙5.7297.5963.1116.377.4188.80.725.812.26.87.14.23.87.62.311714010812NK3+367盖板涵1001-42.08.5八字墙八字墙20.3297.5963.1183.1

6、77.4188.81.135.012.213.67.17.85.818.14.115920114113NK3+582盖板涵1051-42.08.5八字墙八字墙20.3297.5963.1183.677.4188.81.135.012.213.67.17.85.818.14.115920114114NK3+947盖板涵901-43.633.5八字墙八字墙79.91172.53795.6182.6304.9744.01.1212.948.253.628.124.311.431.54.7628734109315NK4+021.8盖板涵961-31.529.0八字墙八字墙41.41015.03285.

7、7149.5263.9644.10.994.241.834.824.44.54.110.93.147152036816NK4+438盖板涵1001-41.630.5八字墙八字墙72.71067.53455.7183.1277.6677.41.1108.543.948.825.65.34.715.24.057263941017NK4+572盖板涵501-41.648.0八字墙八字墙114.51680.05438.4191.7436.81066.11.1170.769.176.840.35.34.715.24.0900993645编制：复核：审核：沙市至公安高速公路观音垱至杨家厂段SGSJ-1标段

8、 K线 岑河连接线涵洞(圆管涵)工程数量表C6-1-4-34第 2 页 共 2 页序中心交结构孔数填涵洞口型式工程及材料数量号桩号角(度)类型及孔径(孔-m)土高度(m)长(m)进口出口管节管基端墙洞口基底换填砂砾垫层（m3）挖基土方（m3）基础换填砂砾碎石（m3）C30砼（m3）HPB300钢筋(kg)HRB400钢筋(kg)C20砼（m3）砂砾垫层（m3）C20砼 墙身（m3）C20砼 基础（m3）C20砼砼 墙身（m3）C20砼砼 基础（m3）C20片石砼铺砌（m3）C20片石砼隔水墙（m3）C20砼 帽石（m3）急流槽M7.5浆砌片石（m3）1234567891011121314151

9、61718192021222324251NK0+050105圆管涵1-1.51.431.0八字墙八字墙23.1592.03230.431.913.45.84.211.68.23.92.00.522.598.0237.5458.92NK0+385100圆管涵1-1.00.829.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.93NK0+526100圆管涵1-1.00.829.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.14

10、31.94NK0+594100圆管涵1-1.01.029.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.95NK0+684100圆管涵1-1.00.829.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.96NK0+84495圆管涵1-1.50.828.0八字墙八字墙21.6555.03028.528.812.15.84.211.68.23.92.00.522.588.5214.5418.47NK0+95395圆管

11、涵1-1.00.828.0八字墙八字墙21.6555.03028.528.812.15.84.211.68.23.92.00.522.588.5214.5418.48NK1+023100圆管涵1-1.00.929.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.99NK1+12660圆管涵1-1.00.832.0八字墙八字墙24.5629.03432.333.013.85.84.211.68.23.92.00.522.5101.1245.1472.410NK1+14160圆管涵1-1.00.832.0八字

12、墙八字墙24.5629.03432.333.013.85.84.211.68.23.92.00.522.5101.1245.1472.411NK1+26280圆管涵1-1.00.829.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.912NK1+29280圆管涵1-1.01.029.0八字墙八字墙21.6555.03028.529.912.55.84.211.68.23.92.00.522.591.6222.1431.913NK1+55680圆管涵1-1.51.932.0八字墙八字墙24.5629.03

13、432.333.013.85.84.211.68.23.92.00.522.5101.1245.1472.414NK1+65480圆管涵1-1.52.032.0八字墙八字墙24.5629.03432.333.013.85.84.211.68.23.92.00.522.5101.1245.1472.415NK1+92780圆管涵1-1.02.032.0八字墙八字墙24.5629.03432.333.013.85.84.211.68.23.92.00.522.5101.1245.1472.416NK2+02775圆管涵1-1.01.331.0八字墙八字墙23.1592.03230.431.913.

14、45.84.211.68.23.92.00.522.598.0237.5458.917NK2+15780圆管涵1-1.00.728.0八字墙八字墙21.6555.03028.528.812.15.84.211.68.23.92.00.522.588.5214.5418.418NK2+21690圆管涵1-1.51.330.0八字墙八字墙23.1592.03230.430.913.05.84.211.68.23.92.00.522.594.8229.8445.419NK2+543100圆管涵1-1.51.330.0八字墙八字墙23.1592.03230.430.913.05.84.211.68.2

15、3.92.00.522.594.8229.8445.420NK2+647100圆管涵1-1.51.631.0八字墙八字墙23.1592.03230.431.913.45.84.211.68.23.92.00.522.598.0237.5458.921NK2+760110圆管涵1-1.00.930.0八字墙八字墙23.1592.03230.430.913.05.84.211.68.23.92.00.522.594.8229.8445.422NK3+051115圆管涵1-1.01.433.0八字墙八字墙24.5629.03432.334.014.35.84.211.68.23.92.00.522.

16、5104.3252.8485.823NK3+121110圆管涵1-1.01.131.0八字墙八字墙23.1592.03230.431.913.45.84.211.68.23.92.00.522.598.0237.5458.924MK3+250115圆管涵1-1.02.135.0八字墙八字墙26.0666.03634.236.115.15.84.211.68.23.92.00.522.5110.6268.1512.825MK3+471105圆管涵1-1.00.328.0八字墙八字墙21.6555.03028.528.812.15.84.211.68.23.92.00.522.588.5214.5

17、418.426MK3+76090圆管涵1-1.00.327.0八字墙八字墙20.2518.02826.627.811.75.84.211.68.23.92.00.522.585.3206.8405.0编制：复核：审核：沙市至公安高速公路观音垱至杨家厂段SGSJ-1标段 K线 岑河连接线涵洞(圆管涵)工程数量表C6-1-4-34第 2 页 共 2 页计算坡率填土高度路幅宽(m)1.52.624.51.5224.51.5224.51.52.224.51.5224.51.5224.51.5224.51.52.124.51.5224.51.5224.51.5224.51.52.224.51.53.12

18、4.51.53.224.51.53.224.51.52.524.51.51.924.51.52.524.51.52.524.51.52.824.51.52.124.51.52.624.51.52.324.51.53.324.51.51.524.51.51.524.5黄冈至鄂州高速公路团风段K线涵洞工程数量表C4-1-5 第 2 页 共 2 页序号中心交结构孔数及孔径(孔-m)涵长（m）洞口型式主要工程及材料数量备注管节管基竖 井回挖基桩号角类型进口出口C50砼C30砂浆高强5钢丝冷拨5钢丝 (kg)C20砼R2358钢筋砂砾垫层C20砼R235钢筋HRB335钢筋M5砂浆砌片石水渠填砂砾挖沟土方(度)（m3）（m3）(kg)（m3）(kg)（m3）（m3）(kg)(kg)（m3）（m3）（m3）12345567891011121314151617181920211K2+78090倒虹吸1-1.245.0竖井竖井28.25.31110.185.0144.4210.230.951.8396.83206.320.352.41348.42K4+736115倒虹吸1-1.270.0竖井竖井43.88.31726.9132.2224.6327.048.063