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水闸 设计

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乌珠水闸设计,水闸,设计

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1乌乌珠珠水水闸闸工工程程量量计计算算表表项目单位工程量计算公式计算结果扩大系数备注一一. .土土方方工工程程1 土方开挖m32488.782488.781内河侧m3623.5072.5*8.6623.501闸室段m3374.4046.8*8374.401外河侧m31490.88149.32*9+6*7*3.51490.8812 土方回填m33624.533624.531内河侧m31009.69（31.8+43.55）*13.41009.691闸室段m3591.00（33.5+25.6）*10591.001外河侧m31490.40（52.3+68.5）*8+4*4*17+6*7*61490.401大堤内侧道路填土方m3533.4427*1*6+（1.5+2.4）*5.8*0.5*24+100533.4413 购买土方量m31607.691607.694 前后连接段疏浚m3690.002.3*20*15690.001二二. .外外江江连连接接段段11 抛石护底m3140.008*25*0.7140.0012 干砌石护坡72.0010*8*0.5+8*8*0.572.0012 外河侧埋石砼挡墙m311.16（3+0.5）*3.75*0.5*1.711.1613 C25悬臂挡土墙立板m320.11（0.25+0.4）*3.75*0.5*（10+6.5）20.1114 C25悬臂挡土墙底板m322.540.4*3*16.5+（0.35+0.6）*0.35*0.5*16.522.5415 C15砼垫层m34.953*0.1*（10+6.5）4.9516 碎石挤桩头m314.853*0.3*（10+6.5）14.8517 C25砼U型槽侧墙m329.70（6.15+3.75）*6*0.5*0.5*229.7018 C25砼U型槽底板m314.10（4+5.4）*6*0.5*0.514.1019 C25砼U型槽底板齿墙m33.76（1.1+0.5）*0.5*0.5*（4+5.4）3.76110 C15砼垫层m32.82（4+5.4）*6*0.5*0.12.82111 松木桩（尾径不小于80mm，长5m）根198.006*16.5/0.5198.00112 预应力砼管桩（直径400mm，AB型）m3126.007*18126.00113 外河侧砼踏步m34.452.133*1.6+2.59*0.2*24.45114 平面钢模板m2238.66238.661悬臂挡土墙立板模板m2133.82（3.75+0.2+0.25+3.35+0.56）*16.5133.821悬臂挡土墙底板模板m218.98（0.75+0.4）*16.518.981U型槽侧墙模板m262.21（6.15+3.75）*6*0.5*2+（0.25+0.5）*3.75*0.5*262.211U型槽底板模板m26.000.5*6*26.001外河侧埋石砼挡墙模板m213.183.75*1.7+4*1.713.181砼踏步挡墙模板m24.480.15*1.6+2.12*24.48115 钢筋制安t8.598.59116 塑料止水接缝板m212.52（0.5*3.75+0.4*3）*2+0.65*6.8+0.65*312.521三三. .闸闸室室段段11 C25砼闸室底板m348.864.3*0.65*15+（0.65+1.5）*0.75*0.5*4.3*248.8612 C25砼闸室侧墙m3119.936.15*0.65*15*2119.9313 C25砼闸室顶板m320.253*0.45*1520.2515 C30砼交通桥铺装m33.440.1*8*4.33.44126 C15砼垫层m37.920.1*4.5*17.67.9216 C25砼拦板m31.55（0.25+0.15）*0.9*0.5*4.3*21.5517 检修桥不锈钢栏杆m17.264.3*2+1.26*6+1.117.2618 预应力砼管桩（直径400mm，AB型）m288.0016*18288.0019 平面钢模板m2417.09417.091闸室底板模板m225.520.65*2*15+1.4*4.325.521闸室侧墙模板m2364.506.15*15*2+6*15*2364.501闸室顶板模板m25.403*0.45*45.401交通桥铺装模板m22.460.1*4.3*2+8*0.1*22.461交通桥砼栏杆模板m219.21（0.9+0.15+1.1）*4.3*2+（0.15+0.25）*0.9*0.5*419.21110 两布一膜250g/mm/m2m275.684.3*17.675.68112 止水紫铜片m33.00（4+6.25*2）*233.00113 钢筋制安t13.2413.24114 塑料止水接缝板m26.370.65*6.8+0.65*36.37四四. .内内江江连连接接段段11 抛石防冲槽m367.50（0.5+1）*5*0.5*1867.5012 M7.5浆砌石护底m397.68178.85*0.5+（1+0.5）*0.5*0.5*（5.4+16.6）97.6813 埋石砼挡墙恢复m381.545.4*（8.3+6.8）81.5414 恢复挡墙底板砼m320.293.36*0.4*（8.3+6.8）20.2913 C25悬臂挡土墙立板m319.85（0.25+0.4）*3.45*0.5*（7.1+10.6）19.8514 C25悬臂挡土墙底板m321.240.4*3*（7.1+10.6）21.2415 粗砂反滤层m311.683.3*0.2*（7.1+10.6）11.6816 碎石反滤体m31.770.5*0.2*（7.1+10.6）1.7717 C15砼垫层m35.313*0.1*（7.1+10.6）5.3118 碎石挤桩头m315.933*0.3*（7.1+10.6）15.9317 C25砼U型槽侧墙m328.80（6.15+3.45）*6*0.5*0.5*228.8018 C25砼U型槽底板m314.10（4+5.4）*6*0.5*0.514.1019 C25砼U型槽底板齿墙m33.76（1.1+0.5）*0.5*0.5*（4+5.4）3.76110 C15砼垫层m32.82（4+5.4）*6*0.5*0.12.82111 碎石反滤层m38.46（4+5.4）*6*0.5*0.38.46112 土工布250g/m2m256.40（4+5.4）*6*0.5*256.40116 埋石砼挡土墙1m3369.6015.4*24369.60117 埋石砼挡土墙2m319.9912.3*1.62519.99118 埋石砼挡土墙3m36.557.7*0.856.55118 砼路面防护拦m311.0525.7*0.4311.05114 松木桩（尾径不小于80mm，长5m）根396.006*36+6*15*2396.00113 80PVC排水管m8.600.35*（7.1+10.6）/2+0.45*6+0.7*48.60115 砼预应力管桩（直径400mm，AB型）m126.007*18126.00116 平面钢模板m2521.47521.471悬臂挡土墙立板模板m2146.79（3.75+0.2+0.25+3.35+0.56）*（7.3+10.8）146.791悬臂挡土墙底板模板m214.480.4*2*（7.3+10.8）14.481U型槽侧墙模板m261.99（6.15+3.75）*6*0.5*2+（0.25+0.5）*3.45*0.5*261.991U型槽底板模板m26.000.5*6*26.001埋石砼挡土墙1模板m2194.0412.6*15.4194.041埋石砼挡土墙2模板m234.4412.3*2.834.441埋石砼挡土墙3模板m24.627.7*0.64.621砼路面防护拦模板m259.1125.7*2.359.111317 钢筋制安t7.717.71118 塑料止水接缝板m25.521.38*45.52119 U型槽侧壁排水管m6.000.5*6*26.001五五. .引引堤堤道道路路11 砼路面水泥石粉垫层m3208.001040*0.2208.0012 C30砼路面m3239.201040*0.23239.2013 草砖护坡m2345.82345.82345.8214 预制砼块护坡 m2302.60302.6302.6015 外河侧坡面水泥石粉垫层m330.26302.6*0.130.261六六. .临临时时工工程程11 外河竹排围堰填充砂土 m3272.7010.1*27272.701 需拆除2 外河围堰土工膜（250g/m2）m2168.505*27.2+2.5*13168.501 需拆除3 外河竹排桩围堰袋装砂m3132.574.91*27132.571 需拆除4 外河砂包围堰袋装砂m367.605.2*1367.601 需拆除5 内河围堰土工膜（250g/m2）m2126.003.5*2*18126.001 需拆除6 内河围堰填充砂m3174.609.7*18174.601 需拆除9 桩基工作平台石粉垫层m363.10126.2*0.563.101 0.5m厚需清除10 杉桩根182.0055*2+36*2182.001 需拆除11 基坑支护松木桩根1048.0010481048.001 需拆除七七. .其其它它11 DV镀锌灌浆管m34.757.2*2+5.6+4.7+2.55+7.534.751 502 回填灌浆面