建筑工程脚手架计算1

1、Evaluation Warning: The document was created with Spire.Doc for .NET. HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0ab0bbd2c6b515a35549b7d9eb8d188e6adabb4cbe7c81a8df4ec6f0a431cd0c40ecf509f18b9af9b69227b309520ac14658d40045e3e9eac49d3d2f3d5c1eb91cedf450ff&a=28&b=28 HYPERLINK /htt

2、p_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0ab0bbd2c6b515a35549b7d9eb8d188e6adabb4cbe7c81a8df4ec6f0a431cd0c40ecf509f18b9af9b69227b309520ac14658d40045e3e9eac49d3d2f3d5c1eb91cedf450ff&a=28&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0ab0bbd2c6b515a35549b7d9eb8d188

3、e6adabb4cbe7c81a8df4ec6f0a431cd0c40ecf509f18b9af9b69227b309520ac14658d40045e3e9eac49d3d2f3d5c1eb91cedf450ff&a=28&b=28 a）平面图b）柱【解】(1)柱脚手架工程量：每根柱的脚脚手架工工程量=(柱断断面周长长+3.6m)柱高=(0.5+00.3)2+33.6(4.45+0.338+00.122)m22=255.744m210根柱的的脚手架架工程量量=255.744l0mm2=2557.44m2(2)梁脚脚手架工工程量：每根梁的脚脚手架工工程量=设计室室内地坪坪(或楼楼板上表表面)至

4、至梁底的的高度梁净长长6m开间粱粱脚手架架工程量量=(44.455+0.38-0.115)(6-0.55)8m2=2005.992m2212m跨度度梁脚手手架工程程量=44.688(122-0.5)5m2=2699.1mm2(3)假设设该高层层住宅楼楼为122层，现现浇钢混混凝土框框架柱、梁梁按双排排脚手架架计算，若若施工组组织设计计采用钢钢管架，则则总工程程量：(257.4+2205.92+2699.1)m212=87889.004m22综合基价：应执行行48子目目 28111.006元/1000m2综合基价合合计=228111.06687889.004/1100=24770655.1888

5、元5.按图所所示，计计算外脚脚手架及及里脚手手架工程程量及综综合基价价。 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0af5fcf5db1a200d49d5bf29c7e047f0b650dda4494a34d138883e377a516e4e78f659118e1e61c53862240ad2fd6a2d84d1ade6a557e4cf246ff41e722ae1e97205d0d979&a=12&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb313265

6、3c3367feb51a5cf14c0b0af5fcf5db1a200d49d5bf29c7e047f0b650dda4494a34d138883e377a516e4e78f659118e1e61c53862240ad2fd6a2d84d1ade6a557e4cf246ff41e722ae1e97205d0d979&a=12&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0af5fcf5db1a200d49d5bf29c7e047f0b650dda4494a34d138883e377a516e4e

7、78f659118e1e61c53862240ad2fd6a2d84d1ade6a557e4cf246ff41e722ae1e97205d0d979&a=12&b=28 a）平面图图b）剖面面图【解】(11)外脚脚手架工工程量：(38.5+00.244)2+(8+00.244)2(122+0.3)mm2=10089.29mm2综合基价：应执行行4-22子目 7719.97元元/1000m22综合基价合合计=7719.9710889.229/1100=78442.5561元元(2)里脚脚手架工工程量：(8-11.8-0.224)10+(3.5-00.244)8(33-0.12)3+33=9997

8、.32mm2综合基价：应执行行4-220子目目 1147.98元元/1000m22综合基价合合计=1147.989977.322/1000=114755.8334元6.如图所所示，求求外墙脚脚手架工工程量及及综合基基价。 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a9c71f4ecbe9d86d28d2f3cc572e7626ed2c1e732929e7f30715f0f952fba08272014903259fd7455fab84ded577ed656e9271f9d0c85d434ead88400

9、0aff7cebf16a90ca&a=28&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a9c71f4ecbe9d86d28d2f3cc572e7626ed2c1e732929e7f30715f0f952fba08272014903259fd7455fab84ded577ed656e9271f9d0c85d434ead884000aff7cebf16a90ca&a=28&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb5

10、1a5cf14c0b0a9c71f4ecbe9d86d28d2f3cc572e7626ed2c1e732929e7f30715f0f952fba08272014903259fd7455fab84ded577ed656e9271f9d0c85d434ead884000aff7cebf16a90ca&a=28&b=28 【解】外墙墙脚手架架工程量量=13.2+111.44)2+00.2444(4.4+00.3)+(77.83+00.244)1.66+(5.4+111.44)2+00.24443.88)m22=4004.990m22综合基价：应执行行4-11子目 5226.779元/1000m2综合

11、基价合合计=5526.794044.900/1000=221322.9772元7.已知某某砖砌围围墙长1120mm，高22.0mm，围墙墙厚度为为2400mm，围围墙内外外壁柱为为3700mm1200mm，如如图所示示，计算算围墙脚脚手架工工程量。【解】围墙墙脚手架架工程量量=12202.00m2=2440.000m22综合基价：应执行行4-11子目 5266.799元/1100mm2综合基价合合计=5526.792400/1000=112644.2996元 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0

12、a5c2d4c9a7b7d0128fe94ce5faf7c029516b95ac23998044c274a7afda8d514a75e03942e1e11c9c351de57901794efd760100a8f1acf17ab8bb4563debf8262d2c73dbe4&a=25&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a5c2d4c9a7b7d0128fe94ce5faf7c029516b95ac23998044c274a7afda8d514a75e03942e1e11c9c351d

13、e57901794efd760100a8f1acf17ab8bb4563debf8262d2c73dbe4&a=25&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a5c2d4c9a7b7d0128fe94ce5faf7c029516b95ac23998044c274a7afda8d514a75e03942e1e11c9c351de57901794efd760100a8f1acf17ab8bb4563debf8262d2c73dbe4&a=25&b=28 8.如图所所示的单单层建筑筑，计算算其脚

14、手手架工程程量及综综合基价价。 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a777ffe4cea9c81a303f9a2270009bc5fe69ebc15dd4f21d666262f7605c6a3283f38ec499d860fa9b67381e0eed79e1c99d8a699ea20f24b5d1e82847a6d6df0306a5578&a=25&b=12 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0

15、a777ffe4cea9c81a303f9a2270009bc5fe69ebc15dd4f21d666262f7605c6a3283f38ec499d860fa9b67381e0eed79e1c99d8a699ea20f24b5d1e82847a6d6df0306a5578&a=25&b=12 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0a777ffe4cea9c81a303f9a2270009bc5fe69ebc15dd4f21d666262f7605c6a3283f38ec499d860fa9b67

16、381e0eed79e1c99d8a699ea20f24b5d1e82847a6d6df0306a5578&a=25&b=12 【解】工程程量=(3.334+00.244+6+0.224)（4+0.55）=888.556m22应执行41子目目， 5526.79元元1000m22综合基价合合计=5526.7922388.56/1000=4666.5525元元9.如图所所示高低低联跨的的单层工工业厂房房，计算算该建筑筑物的脚脚手架综综合基价价。【解】边跨跨坡屋面面建筑面面积F=45.5(100+0.3-00.3)m2=4555.000m22边跨平均高高度h=(6+0.55+32)mm=8mm，增加

17、加层(886)mm=2mm计2层层套定额4-1子目目，综合合基价：（6339.337+990.5552）元元/1000m22=8220.447元/1000m2定额直接费费=4555/11008200.477元=337333.144元边跨平屋面面建筑面面积=4455.00 m2高度=（99.0+0.55）m=9.55m，增增加层（99.56）mm=3.5m计计3层套定额(同同上)，基基价为（6639.37+90.553）元元/1000m22=9111.002元/1000m2定额直接费费=4555.00010009111.022元=441455.144元中跨建筑面面积=(45.0+00.5)(18

18、8+0.6)mm2=8446.330m22平均高度=(100+32+00.5)m=112m，增增加层(126)mm=6mm计6层层。套定额(同同上)，基基价为：(6339.337+990.5556)元元1000m22=11182.67元元1000m22定额直接费费=(8846.30100011882.667)元元=1000088.944元所以定额直直接费合合计：(37333.144+41145.14+100008.94)元=1178887.222元边跨坡屋面面建筑面面积=445.55（100+188+100+0.32）=17556.330m22工程量=【445.55+（110+00.3）2】（

19、6+0.5+32）+【45.5+（10+0.3）2】（9+0.5）+18（10+0.5）2=1534.75m2综合基价：应执行行4-44子目 8477.800元/1100mm2综合基价合合计=8847.8015334.775/1100=130011.6111元 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0aa08024ad82868c533ab33dfd65a8eb6e3340df73a1254887c71cb31ebcce5a646e217959df0203dc7d9130e6682e284b3db5

20、dd41b65429a8f3d48450794f0d6371bb8cd6&a=28&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=04fb3132653c3367feb51a5cf14c0b0aa08024ad82868c533ab33dfd65a8eb6e3340df73a1254887c71cb31ebcce5a646e217959df0203dc7d9130e6682e284b3db5dd41b65429a8f3d48450794f0d6371bb8cd6&a=28&b=28 HYPERLINK /http_imgload.cgi?/rurl4_b=

21、04fb3132653c3367feb51a5cf14c0b0aa08024ad82868c533ab33dfd65a8eb6e3340df73a1254887c71cb31ebcce5a646e217959df0203dc7d9130e6682e284b3db5dd41b65429a8f3d48450794f0d6371bb8cd6&a=28&b=28 10.如图图所示多多层建筑筑，计算算其综合合脚手架架综合基基价。【解】此建建筑物技技术层层层高2.3m，应应计算建建筑面积积。建筑面积=(33.66+77.2+0.224)(5.42+22.4+0.224)5+(4.55+0.3)1.883m

22、=19600.133m2檐高为177m，综综合基价价：11109.91元元/1000m22综合基价合合计=119600.133i0007088.611元=1138889.668元若该题中技技术层层层高改为为1.88m，则则不计算算建筑面面积，因因而不计计综合脚脚手架，但但因1.8ml.2mm，故需需将该技技术层计计算单项项脚手架架费用；若技术术层改为为1.00m，则则不计脚脚手架部部分的费费用。套定额9-10，但但基价为为53.672元l000m2=1007.334元l000m2定额直接费费=6000100053.672元=6444.044元由于是多层层建筑按按照建筑筑规则，应应分别计计算：多层工程量量=