1、吉林省建筑工程的劳动量定额时间定额和主要施工机械台班产量定额建筑安装工程劳动量定额和主要施工机械台班产量北华大学 汽车与建筑工程学院 土木工程系2013年10月第一章 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局部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、人力土工程 1、人工挖土工日/m3土类别挖土深度m挖地槽沟土1.534.56底宽0.8m，深度 m底宽1.5m，深度 m底宽3
2、.0m，深度 m1.534.534.561.534.56一0.1260.2820.3430.4100.2310.2920.2020.2550.3310.4070.2420.2950.3710.447二0.1970.3530.4140.4810.3450.4060.3000.3530.4290.5050.3630.4160.4920.568三0.3280.4840.5450.6120.5560.6170.4830.5360.6120.6880.5860.6390.7150.791四0.5170.6730.7340.8010.8410.9020.7270.7270.7800.8560.8870.9
3、401.0161.092续表土类别挖地坑土坑底面积2.5m2坑底面积5.0m2坑底面积10.0m2坑底面积20.0m21.534.561.534.561.534.561.534.56一0.3150.3680.4440.4830.2680.3210.3970.4320.2260.2790.3550.4310.2030.2510.3200.388二0.4750.5280.6040.6900.4030.4560.5320.6080.3370.3900.4660.5420.3030.3510.4190.488三0.7740.8270.9030.9910.6530.7060.7820.8580.5430
4、.5960.6720.7480.4890.5360.6050.673四1.1751.2281.3041.3930.9901.0431.1191.1950.8200.8730.9491.0250.7380.7860.8540.9232、人工或机动车运土工日/m3工程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0.2010.0.1450.0.1460.1.0.0.2960.0.2130.0.2380.0301.7040.237 3、人工挖桩工日/m3工程桩径1000mm桩径1000mm挖深度m挖深度m101515152025
5、25土一类土0.8521.0651.2780.8190.9831.1.416二类土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岩极软岩2.4453.3.6712.3532.8243.3894.067软岩2.7483.4404.1282.6463.1753.8104.572较软岩3.3.8214.5852.9393.5274.2325.较坚硬岩3.3544.2025.0403.2323.8784.6545.584坚硬岩3
6、.6574.5835.5003.5254.2305.0766.4、人工灰土、打夯、回填土及场地平整工程工日/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根底地坪夯实厚度mm墙、柱基槽底宽mm根底地坪150200500500综合1.1000.8330.2450.0.2000.1820.0.1430.1180.二、架子工工程外脚手架钢管 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 m202040608010012010m210m34.567.5每增1.2m综合0.6000.750
7、0.9201.2701.6052.0922.7242.7460.3900.5500.3700.4500.5500.6940.8600.125搭设0.3000.3750.4600.6350.8031.1.3672.0390.2900.4100.2600.3600.4400.5570.6880.100撤除0.0.2250.2760.3810.4810.6270.8150.5570.1000.1400.1100.0900.1100.1370.1720.025铺翻板子0.1200.1500.1840.2540.3210.4170.5420.150 1、脚手架工程支模用钢管排架 工日/10m独立柱架子工
8、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1.1.2951.5491.5901.9803.0607.29013.1100.5100.5950.6580.7034.503.154.953.790搭设0.7610.9451.1311.1101.3802.1405.1009.0.3600.4200.4650.4963.152.2053.4652.660撤除0.2810.3500.4180.4800.6000.9202.1903.9300.1
9、500.1750.1930.2071.350.9451.4851.130注：支模用钢管排架以双排立杆为准 2、支模脚架、独立柱架、防护架工程挑出式工日/10m2立挂式工日/10m2平挂工日/10m2全封闭密目网工日/10m2割管、钢管调直及扣件修理第一层每翻搭一次最后一次初挂每翻挂一次割管钢管调直清洗扣件立杆里侧立杆外侧100口100根100个综合0.4200.3200.0.9200.1500.1200.1000.2101.4302.0000.770搭设0.2900.3200.9200.1100.0800.0700.160撤除0.1300.0.0400.0400.0300.050注：1、挑出式
10、平安网以挑出3m为准，如超过者，时间定额乘以系数1。25； 2、挑出式平安网利用架子挑出者，按相应工程时间定额乘以系数0。77。 3、平安网工日/10m2，脚手架钢管的割断、调直及扣件修理三、砌筑工程 1、砖根底工日/m3工程带形(条形)根底圆弧形根底独立根底砌挖桩护壁1砖厚3/2砖厚2砖厚1砖厚1砖厚综合0.9370.9050.8761.0801.0401.1201.410 2、砖墙工日/m3工程双面清水墙单面清水墙多砖墙 墙厚(mm)空心砖墙 墙厚(mm)1/2砖1砖3/2砖2砖1/2砖3/4砖1砖3/2砖2砖150250250150250250综合1.3941.2701.2001.120
11、1.5201.4801.2301.1401.0700.9670.9150.8600.9650.8040.712 续表工程混水墙混水外墙1/2砖3/4砖1砖3/2砖2砖1/2砖3/4砖1砖3/2砖2砖综合1.3801.3401.0200.9940.9171.5001.4401.0901.0401.3、砖柱柱工日/m3工程清水柱混水柱圆、多边形柱3/23/2砖25/2砖25/2砖3/23/2砖25/2砖25/2砖综合1.8901.4701.3001.7701.3501.2201.810工程零星砌体沟道壁、地垄墙、地沟、水池砖明沟房上室室外1/2砖1、3/2砖1/2砖1砖综合2.1501.9001.
12、2501.0940.8620.8481.210 4、零星砌工日/m3工程加气混凝土砌块 砌体厚度mm混凝土空心砌块 砌体厚度mm粒混凝土砌块 砌体厚度mm200200200200200200综合0.9430.8060.9020.8500.8870.821 5、砌块砌体工日/m36、勾缝工日/m2工程砖墙砖柱空斗墙砌块墙原浆加浆加浆加浆平缝凸缝综合0.2500.5950.6670.4000.0330.067 7、预制构件安装工程混凝土沟盖板工日/10块窗台板10块混凝土门窗过梁工日/10根阳台栏板安装工日/10m2每块体积m3每块体积m3每块面积m20.040.070.120.040.0712综
13、合0.3770.6381.0200.8380.8031.3102.0002.220四、抹灰工程1、水泥砂浆工日/10m2地楼面找平层压光不压线压光压线随打随抹加浆阶梯式细砼厚40mm踢脚线(工日/10m)压光压线压光不压线压光不压线压光压线0.5220.5820.7260.3760.4720.9090.8331.0400.396墙 面墙、墙裙外墙、外墙裙墙面分格(工日/10m)砖、砼墙墙砖墙、砼墙面拉毛墙面压光麻面1.1201.4901.2501.201.3001.6300.319窗台、楼梯、阳台、雨缝窗台(工日/10m)楼梯斜坡楼梯阳台遮阳板雨缝不出沿出沿水平垂直1.0405.5506.04
14、04.5.9602.0902.5005.000天棚、柱、梁天棚柱梁砼形圆形、多角形出不出捣制预制包括抹板缝钢丝网工日/10m21.1101.2701.5602.3602.3101.870防水防水层五层防水层墙面泛水明沟(工日/10m)散水坡平面立面平面立面压光不压线随打随抹0.5680.9511.2401.6600.5220.6950.6380.3242、水磨工日/10m2楼地面踢脚线(10m)门台阶水池、花坛楼梯不嵌条嵌条嵌条分色分色不分色机磨3.6104.4364.836出不出手磨5.8506.6767.0762.25911.59710.58310.93318.53117.5313、镶贴块
15、料面层工日/10m21、花岗工程楼地面mm楼梯台阶墙 面800800800800拼花碎拼挂贴粘贴干挂挂贴青板、片块、文化单色多色单色多色密缝勾缝综合1.6301.7201.7201.8102.8902.7233.2.3315.3103.4505.0006.3135.986工程柱 面10m2踢脚线门窗套窗台板圆柱腰线阴角线柱墩柱帽小型贴面挂贴粘贴干挂10m10m210m10m2综合6.1604.0006.6530.6805.0003.7381.6161.6425.6985.9045.980 续表工程线条10m 块料宽(mm)型钢骨架及后置件制作安装(t)现场加工刷保护液 10m2挂贴干挂粘贴倒角
16、磨半圆边切450斜边外表光面麻面15025035015025035015025035010m综合1.5281.6511.8381.8852.1282.4021.0501.2661.35821.580.6571.8890.7800.4250.510 续表2面砖板工日/10m2工程楼地面贴地面砖 规格(mm)楼地面贴地面砖踢脚线200200300300400400500500600600800800800800楼梯台阶平面小型饰面10m综合2.5842.2862.1152.0302.2332.3222.4384.7602.6406.7100.741工程粘贴瓷板 规格(mm)粘贴面(板)砖纸皮粘结砖
17、块墙面150150200150200200200250200300立面小型饰面立面小型饰面门窗套腰线10m墙面柱(梁)面墙面柱(梁)面墙面柱(梁)面墙面综合4.5765.2703.3523.8623.2763.7743.2003.6.7507.5006.3751.0004.380 续表 工程粘贴面砖 规格(mm)墙面柱面墙面柱面墙面柱面墙面柱面勾缝不勾缝勾缝不勾缝勾缝不勾缝勾缝不勾缝9595150751949424060综合5.5534.9325.5534.8734.3284.8734.6564.4.6564.6544.4.654 续表工程墙面粘贴面砖 规格(mm)20020030030040
18、0400500500600600800800综合3.3523.2003.2.8963.0083.128续表3马赛克工程楼地面墙面柱小型饰面门窗套腰线拼花不拼花10m210m综合4.2903.4705.5606.4508.3307.1.430 4、铝合金塑钢门窗工日/樘工程铝合金门带扇铝合金窗带扇塑钢门塑钢窗38121620242468381216268综合1.002.003.004.005.006.000.4000.5560.7701.0000.8001.6002.4003.2000.3520.4890.678 5、木楼地面工日/10m2工程搁栅刨光制作安装木搁栅制作安装砼面垫小搁栅毛地板安装
19、粗刨条形实木地板制作安装条形实木地板安装成品复合地板安装成品木踢脚制安成品踢脚线安装木圆木有剪刀撑无剪刀撑企口错口木搁栅上毛地板上砼面上毛地板上砼面上10m综合0.2000.3000.5000.4000.2082.2001.9240.4410.9891.1.2611.0521.0840.4240.269 6、隔墙工日/10m2工程木龙骨隔墙轻钢龙骨隔墙板条刨花、胶合与装饰夹板塑料板纸面膏板吸音板面积m2胶合与装饰板膏板单面双面单面双面单面双面单面双面0.10.20.30.4单面双面单面双面综合0.9441.2920.9991.3980.9241.2481.1241.6481.1981.1.1271.0981.2231.8481.2651.928 续表工程厕所、浴室铝合金玻璃隔断铝合金板条隔断木框玻璃隔断复合板隔断安装墙面墙裙软包柱软包木隔断制安成品复合板隔断安装满包分块嵌压板满包分块嵌压板综合4.6082.1602.8692.5132.6781.8364.2345.1075.0806.1297、吊顶工日/10m2工程装配式U型轻钢龙骨 面层规格mm装配式T型铝合金龙骨 面层规格mm300300450450600600600600
