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1、四川省建筑工程劳动量定额、时间定额和主要施工机械台班产量定额 4 作者： 日期：2 建筑安装工程劳动量定额和主要施工机械台班产量绵阳职业技术学院建筑工程系2013年4月several group number, then with b a, =c,c is is methyl b two vertical box between of accurate size. Per-23 measurement, such as proceeds of c values are equal and equal to the design value, then the vertical installa
2、tion accurate. For example a, b, and c valueswhile on horizontal vertical errors for measurement, General in iron angle code bit at measurement level points grid errors, specific method is from baseline to methyl vertical box center line distance for a, to b vertical box distance for b, list can mea
3、sured目 录第一章 建筑安装工程主要分项工程劳动量定额2一、人力土方工程2二、架子工程3三、砌筑工程3四、抹灰工程5五、模板工程8六、钢筋工程9七、砼及钢筋砼工程（捣制构件部分）11八、防水工程13九、变形缝13十、成品排水制品安装13十一、保温隔热14第二章 主要施工机械台班产量15第一章 建筑安装工程主要分项工程劳动量定额一、人力土方工程 1、人工挖土（工日/m3） 土类别挖土方（深度m）挖地槽（沟）土方1.534.56底宽0.8m，深度 m底宽1.5m，深度 m底宽3.0m，深度 m1.534.534.561.534.56一0.1260.2820.3430.4100.2310.292
4、0.2020.2550.3310.4070.2420.2950.3710.447二0.1970.3530.4140.4810.3450.4060.3000.3530.4290.5050.3630.4160.4920.568三0.3280.4840.5450.6120.5560.6170.4830.5360.6120.6880.5860.6390.7150.791四0.5170.6730.7340.8010.8410.9020.7270.7270.7800.8560.8870.9401.0161.092 续表土类别挖地坑土方坑底面积2.5m2坑底面积5.0m2坑底面积10.0m2坑底面积20.0
5、m21.534.561.534.561.534.561.534.56一0.3150.3680.4440.4830.2680.3210.3970.4320.2260.2790.3550.4310.2030.2510.3200.388二0.4750.5280.6040.6900.4030.4560.5320.6080.3370.3900.4660.5420.3030.3510.4190.488三0.7740.8270.9030.9910.6530.7060.7820.8580.5430.5960.6720.7480.4890.5360.6050.673四1.1751.2281.3041.3930.
6、9901.0431.1191.1950.8200.8730.9491.0250.7380.7860.8540.923 2、人工或机动车运土石方（工日/m3）项目人工双（单）轮车机动翻斗车汽车运距20m每增加10m运距50m每增加50m运距200m每增200m运距1km每增加1km土方0.2010.0210.1450.0350.1460.0221.0830.187石方0.2960.0310.2130.0350.2380.0301.7040.237 3、人工挖桩（工日/m3）项目桩径1000mm桩径1000mm挖孔深度（m）挖孔深度（m）10151515202525土方一类土0.8521.0651
7、.2780.8190.9831.1801.416二类土1.1401.4251.7101.0961.3151.5781.894三类土1.4282.4102.8921.8542.2252.6703.204四类土2.1422.6783.2142.0602.4722.9663.560岩石极软岩2.4453.0593.6712.3532.8243.3894.067软岩2.7483.4404.1282.6463.1753.8104.572较软岩3.0513.8214.5852.9393.5274.2325.079较坚硬岩3.3544.2025.0403.2323.8784.6545.584坚硬岩3.657
8、4.5835.5003.5254.2305.0766.0914、人工灰土、打夯、回填土及场地平整项目工日/m3工日/10m2灰土打夯夯填就地回填土 原土打夯（两遍）场地平整基础地坪夯实厚度（mm）墙、柱基槽底宽（mm）基础地坪150200500500综合1.1000.8330.2450.1990.2000.1820.0710.1430.1180.162二、架子工项目外脚手架（钢管） 工日/10m2整体提升架里脚手架（钢管） 工日/10m2满堂脚手架（钢管） 工日/10m2单排双 排单排双 排工具式地（楼）面至架板面高度（ m）地面至架顶高度（ m）202040608010012010m210m
9、34.567.5每增1.2m综合0.6000.7500.9201.2701.6052.0922.7242.7460.3900.5500.3700.4500.5500.6940.8600.125搭设0.3000.3750.4600.6350.8031.0481.3672.0390.2900.4100.2600.3600.4400.5570.6880.100拆除0.1800.2250.2760.3810.4810.6270.8150.5570.1000.1400.1100.0900.1100.1370.1720.025铺翻板子0.1200.1500.1840.2540.3210.4170.5420
10、.150 1、脚手架 项目支模用钢管排架 工日/10m独立柱架子（工日/座）垂直防护架（钢管） 工日/10m2水平防护架（钢管） 工日/10m2地面至梁（墙）底高度（ m）地面至架顶高度（ m）地面至顶横杆高（ m）单层双层34.564.5710152110152025独立式外挑式独立式外挑式综合1.0421.2951.5491.5901.9803.0607.29013.1100.5100.5950.6580.7034.503.154.953.790搭设0.7610.9451.1311.1101.3802.1405.1009.1800.3600.4200.4650.4963.152.2053.4652.660拆除0.2810.3500.4180.4800.6000.9202.1903.9300.1500.1750.1930.2071.350.9451.4851.130注：支模用钢管排架以双排立杆为准 2、支模脚架、独立柱架、防护架 项目挑出式（工日/10m2）立挂式（工日/10m2）平挂（工日/10m2）全封闭密目网（工日/10m2）割管、钢管调
