全部
搜索
稻壳儿首页 >

表格模板

 >当前作品

建筑工程锚杆支护及砂浆耗量参考

收藏
  • 建筑工程锚杆支护及砂浆耗量参考-表格模板锚杆支护工程中锚杆及砂浆耗量参考表,单位：100根,序号规格Φ18Φ20Φ22Φ25Φ28Φ32备注,长度,1.0L=2m411.7940.200332508.4080.1884615.1160.20096794.3360.178823996.4220.3692641301.5080.331584,2.0L=2.5m514.74250.250415635.510.2355768.8950.2512992.920.223528751245.52750.461581626.8850.41448,3.0L=3m617.6910.300498762.6120.2826922.6740.301441191.5040.26823451494.6330.5538961952.2620.497376,4.0L=3.5m720.63950.350581889.7140.32971076.4530.351681390.0880.312940251743.73850.6462122277.6390.580272,5.0L=4m823.5880.4006641016.8160.37681230.2320.401921588.6720.3576461992.8440.7385282603.0160.663168,6.0L=4.5m926.53650.4507471143.9180.42391384.0110.452161787.2560.402351752241.94950.8308442928.3930.746064,7.0L=5m1029.4850.500831271.020.4711537.790.50241985.840.44705752491.0550.923163253.770.82896,8.0L=5.5m1132.43350.5509131398.1220.51811691.5690.552642184.4240.491763252740.16051.0154763579.1470.911856,9.0L=6m1235.3820.6009961525.2240.56521845.3480.602882383.0080.5364692989.2661.1077923904.5240.994752,10.0L=6.5m1338.33050.6510791652.3260.61231999.1270.653122581.5920.581174753238.37151.2001084229.9011.077648,11.0L=7m1441.2790.7011621779.4280.65942152.9060.703362780.1760.62588053487.4771.2924244555.2781.160544,12.0L=7.5m1544.22750.7512451906.530.70652306.6850.75362978.760.670586253736.58251.384744880.6551.24344,13.0L=8m1647.1760.8013282033.6320.75362460.4640.803843177.3440.7152923985.6881.4770565206.0321.326336,14.0L=9m1853.0730.9014942287.8360.84782768.0220.904323574.5120.80470354483.8991.6616885856.7861.492128,15.0L=10m2058.971.001662542.040.9423075.581.00483971.680.8941154982.111.846326507.541.65792,16.0L=11m2264.8671.1018262796.2441.03623383.1381.105284368.8480.98352655480.3212.0309527158.2941.823712,17.0L=12m2470.7641.2019923050.4481.13043690.6961.205764766.0161.0729385978.5322.2155847809.0481.989504,钢筋理论重量1.999082.4682.986283.856254.837286.31808单位kg/m,注：Φ18-Φ20锚杆钻孔直径按40mm算,Φ22-Φ25锚杆钻孔直径按42mm算,Φ28-Φ32锚杆钻孔直径按56mm算.5m以下用手风钻,5m以上用潜孔钻.锚杆损耗按3%计., 每100根锚杆用量=锚杆长度×锚杆每米重量×1.03×100 （锚杆长度为入岩石部分，外露部分似工程情况而定） , 每100根砂浆用量=(钻孔体积-锚杆体积)×100（钻孔直径似钻头直径大小而定）,,建筑工程锚杆支护及砂浆耗量参考表,单位：100根,序号 规格Φ18Φ20Φ22Φ25Φ28Φ32备注,长度,1.0L=2m452.9940.2303818549.6080.21666656.3160.231104835.5360.205646451037.6220.42465361342.7080.3813216,2.0L=2.5m566.24250.28797725687.010.270825820.3950.288881044.420.25705806251297.02750.5308171678.3850.476652,3.0L=3m679.4910.3455727824.4120.32499984.4740.3466561253.3040.3084696751556.4330.63698042014.0620.5719824,4.0L=3.5m792.73950.40316815961.8140.3791551148.5530.4044321462.1880.35988128751815.83850.74314382349.7390.6673128,5.0L=4m905.9880.46076361099.2160.433321312.6320.4622081671.0720.41129292075.2440.84930722685.4160.7626432,6.0L=4.5m1019.23650.518359051236.6180.4874851476.7110.5199841879.9560.46270451252334.64950.95547063021.0930.8579736,7.0L=5m1132.4850.57595451374.020.541651640.790.577762088.840.5141161252594.0551.0616343356.770.953304,8.0L=5.5m1245.73350.633549951511.4220.5958151804.8690.6355362297.7240.56552773752853.46051.16779743692.4471.0486344,9.0L=6m1358.9820.69114541648.8240.649981968.9480.6933122506.6080.616939353112.8661.27396084028.1241.1439648,10.0L=6.5m1472.23050.748740851786.2260.7041452133.0270.7510882715.4920.66835096253372.27151.38012424363.8011.2392952,11.0L=7m1585.4790.80633631923.6280.758312297.1060.8088642924.3760.7197625753631.6771.48628764699.4781.3346256,12.0L=7.5m1698.72750.863931752061.030.8124752461.1850.866643133.260.77117418753891.08251.5924515035.1551.429956,13.0L=8m1811.9760.92152722198.4320.866642625.2640.9244163342.1440.82258584150.4881.69861445370.8321.5252864,14.0L=9m2038.4731.03671812473.2360.974972953.4221.0399683759.9120.9254090254669.2991.91094126042.1861.7159472,15.0L=10m2264.971.1519092748.041.08333281.581.155524177.681.028232255188.112.1232686713.541.906608,16.0L=11m2491.4671.26709993022.8441.191633609.7381.2710724595.4481.1310554755706.9212.33559487384.8942.0972688,17.0L=12m2717.9641.38229083297.6481.299963937.8961.3866245013.2161.23387876225.7322.54792168056.2482.2879296,钢筋理论重量1.999082.4682.986283.856254.837286.31808单位kg/m,注：Φ18-Φ20锚杆钻孔直径按40mm算,Φ22-Φ25锚杆钻孔直径按42mm算,Φ28-Φ32锚杆钻孔直径按56mm算。5m以下用手风钻，5m以上用潜孔钻或似技术选型而定。, 每100根锚杆用量=(锚杆长度+0.2)×锚杆每米重量×1.03×100 （锚杆长度均指嵌入岩石的有效长度，外露部分似工程情况而定） , 每100根砂浆用量=(钻孔体积-锚杆体积)×1.15×100（钻孔直径似钻头直径大小而定）, 短锚杆应采用先注浆后插杆的施工方法，长锚杆采用先插杆后注浆的施工方法，但采用先注浆后安装锚杆，钻头直径应大于锚杆直径的15mm以上，采用先,安装锚杆后注浆，钻头直径应大于锚杆直径的25mm以上。,,锚杆支护工程中锚杆及砂浆耗量参考表,单位：100根,序号规格Φ18Φ20Φ22Φ25Φ28Φ32备注,长度,1.0L=2m452.9940.2512549.6080.2512656.3160.276948835.5360.2769481037.6220.4923521342.7080.492352,2.0L=2.5m566.24250.314687.010.314820.3950.3461851044.420.3461851297.02750.615441678.3850.61544,3.0L=3m679.4910.3768824.4120.3768984.4740.4154221253.3040.4154221556.4330.7385282014.0620.738528,4.0L=3.5m792.73950.4396961.8140.43961148.5530.4846591462.1880.4846591815.83850.8616162349.7390.861616,5.0L=4m905.9880.50241099.2160.50241312.6320.5538961671.0720.5538962075.2440.9847042685.4160.984704,6.0L=4.5m1019.23650.56521236.6180.56521476.7110.6231331879.9560.6231332334.64953021.093,7.0L=5m1132.4850.6281374.020.6281640.790.692372088.840.692372594.0551.230883356.771.23088,8.0L=5.5m1245.73350.69081511.4220.69081804.8690.7616072297.7240.7616072853.46051.3539683692.4471.353968,9.0L=6m1358.9820.75361648.8240.75361968.9480.8308442506.6080.8308443112.8661.4770564028.1241.477056,10.0L=6.5m1472.23050.81641786.2260.81642133.0270.9000812715.4920.9000813372.27151.6001444363.8011.600144,11.0L=7m1585.4790.87921923.6280.87922297.1060.9693182924.3760.9693183631.6771.7232324699.4781.723232,12.0L=7.5m1698.72750.9422061.030.9422461.1851.0385553133.261.0385553891.08251.846325035.1551.84632,13.0L=8m1811.9761.00482198.4321.00482625.2643342.1444150.4881.9694085370.8321.969408,14.0L=9m2038.4731.13042473.2361.13042953.4221.2462663759.9121.2462664669.2992.2155846042.1862.215584,15.0L=10m2264.971.2562748.041.2563281.581.384744177.681.384745188.112.461766713.542.46176,16.0L=11m2491.4671.38163022.8441.38163609.7381.5232144595.4481.5232145706.9212.7079367384.8942.707936,17.0L=12m2717.9641.50723297.6481.50723937.8961.6616885013.2161.6616886225.7322.9541128056.2482.954112,钢筋理论重量1.999082.4682.986283.856254.837286.31808单位kg/m,注：Φ18-Φ20锚杆钻孔直径按40mm算,Φ22-Φ25锚杆钻孔直径按42mm算,Φ28-Φ32锚杆钻孔直径按56mm算。5m以下用手风钻，5m以上用潜孔钻或似技术选型而定。, 每100根锚杆用量=(锚杆长度+0.2)×锚杆每米重量×1.03×100 （锚杆长度均指嵌入岩石的有效长度，外露部分似工程情况而定） , 每100根砂浆用量=钻孔体积×100（钻孔直径似钻头直径大小而定）, 砂浆用量中未扣锚杆体积，也未加施工损耗。
模板介绍：
这个模板还没有相关介绍

关注稻壳领福利

相关推荐 查看更多
工程监理台账表.xlsx
工程监理台账表.xlsx

工程监理台账表

竣工工程结算-年终结算单.xls
竣工工程结算-年终结算单.xls

竣工工程结算-年终结算单

建筑物测量记录表.xlsx
建筑物测量记录表.xlsx

建筑物测量记录表

工程量清单计价表.xls
工程量清单计价表.xls

工程量清单计价表

工程验收登记表.xlsx
工程验收登记表.xlsx

工程验收登记表

工程结算审定表.xlsx
工程结算审定表.xlsx

工程结算审定表

工程测量复核记录.xls
工程测量复核记录.xls

工程测量复核记录

工程材料重量自动计算器.xls
工程材料重量自动计算器.xls

工程材料重量自动计算器

建筑工程安全生产事故隐患排查表.xlsx
建筑工程安全生产事故隐患排查表.xlsx

建筑工程安全生产事故隐患排查表

结算表-工程竣工决算单.xls
结算表-工程竣工决算单.xls

结算表-工程竣工决算单

工程材料结算表-自动计算.xlsx
工程材料结算表-自动计算.xlsx

工程材料结算表-自动计算

工程施工材料送检台帐.xlsx
工程施工材料送检台帐.xlsx

工程施工材料送检台帐

模板单价：￥9.99
开通会员可免费下载任意模板与19项权益包
登录后使用
以9.99元购买此模板
  • 页数：1页
  • 时间：2020-04-30
  • 编号：20388013
  • 类型：VIP模板
  • 格式：et
  • 提示：数字产品不支持退货
    数字产品本身（包括但不限于文字模板、表格模板、演示模板等）及其包含的全部素材 （包括但不限于字体、图片、图标、文本框、艺术字等）均不支持商用，仅能为个人学习、研究或欣赏目的使用。

雪宇

设计作品748 独家高品质原创文档

举报

猜你在找

    我的

    关注稻壳领福利

    福利

    反馈

    微信咨询在线客服

    客服