建筑工程工程量计算函数表（基础梁）.xls

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关键词：: 建筑工程工程量计算函数基础

资源描述：: 1、ASIR工程量计算书柱间基础梁(有垫层)工程名称：*轴线构件名称筋号基本参数构件参数钢筋计算结果计价表基槽土方清单基槽土方100厚垫层砼工程量基础梁三面抹灰基础梁模板砼强度纵轴横轴钢筋名称级别根数规格轴线距离左半柱宽右半柱宽间距肢数加密梁宽梁高中支座长附箍跨数构数独基总长梁顶标高室外地坪单根长度根数钢筋重量接头A1-8DL11上贯 321660002002001115004506.78420.0213011悬A 321660002001115004506.54420.0213012悬B 321660001115004506.30420.0203013 架立筋 32166000200200111
2、5004502.16720.007302 底贯 321660002002001115004506.78420.0213020 悬底0321660001115004505.92020.0193021 次底 321660002002001115004505.98420.0193022 悬底1321660002001115004506.35220.0203023 纯悬底321660002001115004506.00020.0193031 边一321660002002001115004502.45920.0083032 边二321660002002001115004501.99220.0063041
3、中一 321660002002001400115004504.13320.0133042 中二 321660002002001400115004503.20020.01030411 中悬一 321660002002001600 2000115004504.07520.01330412 中悬二 3216600020020014002000115004503.00020.00930431 中边一3216600020020011800115004504.25920.01330432 中边二3216600020020011800115004503.79220.01230414 中一中 3216900
4、012600115004505.60020.01830424 中二中 3216900012600115004504.85020.015305腰筋 321260002002001115004505.96020.011306 拉筋 1860002002004001300115004500.432150.003307 箍筋3860002002002002130070061120005004501.936450.0342.601.620.271.189.527.84307 箍筋3860002002002002130070061125005004501.936450.0342.221.400.271.1
5、89.527.84308 吊筋 32161250700115004502.74320.00930 基础梁合计0.3764.823.020.542.3519.0415.68注:抗扭腰筋时在BU列输入1第 1 页抗震等级1,3,4保护层坡度垫层厚度连接方式固定参数相关理论数据上贯底贯腰筋次梁底贯悬挑梁底筋螺纹螺纹最小直径焊接搭接确定系数25修正系数锚固系数LaE16内单位重量16上单位重量每根长度无接头单根长框ZB框单根长度腰ZB扭腰1腰筋单根长度悬底1ZB34001001281371371.5806.7846.78416.7840034001001281371371.5806.5446.5440
6、0034001001281371371.5806.3046.30400034001001281371371.5802.1672.16700034001001281371371.5806.7846.78416.7840034001001281371371.5805.9205.92000034001001281371371.5805.9845.98400034001001281371371.5806.3526.35200134001001281371371.5806.0006.00000034001001281371371.58000034001001281371371.5800003400100
7、1281371371.58000034001001281371371.58000034001001281371371.58000034001001281371371.58000034001001281371371.58000034001001281371371.58000034001001281371371.58000034001001281371371.58000034001001281371370.88805.9605.960015.960034001001281321320.395000034001001281371370.395000034001001281371370.3950000
8、34001001281371371.580000第 2 页箍筋悬底1长度纯悬底ZB纯悬底长度悬底0ZB悬底0长度架ZB架立筋搭接长度架立筋长度侧ZB墙侧筋单根长度次ZB次梁单根长度悬AZB带梁ZB悬A单根长度悬BZB悬B单根长度单根接头个数接头取整ZB接头计算ZB螺纹ZB单根搭接长度单根焊接长度每根长度ZB加密间距密段增根密段根数非密增根非密根数0001500000001001001-100015000106.544001001001-1000150000016.30401001001-10011502.1670000001001001-10001500000001001001-1015.92
9、001500000001001001-1000150015.98400001001001-16.3520001500000001001001-116.000001500000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000101001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-100
10、01500000001001001-1000150000101001001000015000010101.936110022401500015000010101.9361100224015000150000101001002-1上贯底贯腰筋次梁底贯悬挑梁底筋第 3 页边支座负筋中间支座负筋非密梁ZB非密梁增非密梁根数单跨根数2ZB双箍长度4ZB四箍长度6ZB六箍长度8ZB八箍长度每根长度31ZB单根长度32ZB单根长度每根长度41ZB41单根长度42ZB42单根长度414ZB414单根长度424ZB424单根长度431ZB431单根长度432ZB432单根长度411ZB110000000000
11、0001100000000000001100000000000001100000000000001100000000000001100000000000001100000000000001100000000000001100000000000001100002.45912.459000000001100001.992011.9920000000110000004.13314.133000000110000003.200013.20000000110000004.0750000001110000003.0000000000110000004.259000014.25900110000003.79
12、20000013.7920110000005.6000015.6000000110000004.85000014.850000110000000000000120000000000000024511.936000000000000024511.936000000000000110000000000000箍筋第 4 页拉筋吊筋I钢筋明细表ZBII钢筋明细表ZB411单根长度412ZB412单根长度单根长度接头数量螺纹ZB螺纹连接汇总焊接ZB焊接长度ZB d=6长度增加根数单跨根数ZB每根长度(m)梁高系数6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32Z
13、B6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32ZB000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000
14、000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.41400000000000000000000000004.13300100101.41400000000000000000000000003.20000100101.4140000000000000000000000004.07504.07500100101.41400000000000000000000000013.0003.0000010
15、0101.41400000000000000000000000004.25900100101.41400000000000000000000000003.79200100101.41400000000000000000000000005.60000100101.41400000000000000000000000004.85000100101.414000000000000000000000000000100101.4140000000000000000000000000001100.43221501.414010000000000000000000000000100201.414000000
16、000000000000000000000100201.414000000000000000000000000000100112.7431.414000000000000000000000000I+II钢筋明细表ZB第 5 页III钢筋明细表ZBI钢筋明细表II钢筋明细表6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32ZBI6I8I10I12I14I16I18I20I22I25I28I32II6II8II10II12II14II16II180000010000000000010000000000010000000000010000000000010000
17、000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000001000000000000000000000.0030100000000000100000000000000010000000.003III钢筋明细表ZBI6I8I10I12I14I16I18I20I22I25I28I32II6II8II10II12II
18、14II16II18第 6 页III钢筋明细表II20II22II25II28II32III6III8III10III12III14III16III18III20III22III25III28III320.0210.0210.0200.0070.0210.0190.0190.0200.0190.0080.0060.0130.0100.0130.0090.0130.0120.0180.0150.0110.0340.0340.0090.0690.0110.294II20II22II25II28II32III6III8III10III12III14III16III18III20III22III25I
19、II28III32第 7 页ASIR工程量计算书柱间基础梁(无垫层)工程名称：*轴线构件名称筋号基本参数构件参数钢筋计算结果计价表基槽土方清单基槽土方砼工程量基础梁四面抹灰基础梁模板砼强度纵轴横轴钢筋名称级别根数规格轴线距离左半柱宽右半柱宽间距肢数加密梁宽梁高中支座长附箍跨数构数独基总长梁顶标高室外地坪单根长度根数钢筋重量接头A1-8KL11上贯 321660002002001115004506.78420.0213011悬A 321660002001115004506.54420.0213012悬B 321660001115004506.30420.0203013 架立筋 321660002
20、002001115004502.16720.007302 底贯 321660002002001115004506.78420.0213020 悬底0321660001115004505.92020.0193021 次底 321660002002001115004505.98420.0193022 悬底1321660002001115004506.35220.0203023 纯悬底321660002001115004506.00020.0193031 边一321660002002001115004502.45920.0083032 边二321660002002001115004501.99220
21、.0063041 中一 321660002002001400115004504.13320.0133042 中二 321660002002001400115004503.20020.01030411 中悬一 321660002002001600 2000115004504.07520.01330412 中悬二 3216600020020014002000115004503.00020.00930431 中边一3216600020020011800115004504.25920.01330432 中边二3216600020020011800115004503.79220.01230414 中一中
22、 3216900012600115004505.60020.01830424 中二中 3216900012600115004504.85020.015305腰筋 321260002002001115004505.96020.011306 拉筋 1860002002004001300115004500.432150.003307 箍筋3860002002002002130070061120005004501.936450.0342.301.431.1811.209.52307 箍筋3860002002002002130070061125005004501.936450.0341.961.241.
23、1811.209.52308 吊筋 32161250700115004502.74320.00930 基础梁合计0.3764.252.662.3522.4019.04注:抗扭腰筋时在BS列输入1第 8 页抗震等级1,3,4保护层坡度连接方式固定参数相关理论数据上贯底贯腰筋次梁底贯悬挑梁底筋螺纹螺纹最小直径焊接搭接确定系数25修正系数锚固系数LaE16内单位重量16上单位重量每根长度无接头单根长框ZB框单根长度腰ZB扭腰1腰筋单根长度悬底1ZB34001281371371.5806.7846.78416.7840034001281371371.5806.5446.5440003400128137
24、1371.5806.3046.30400034001281371371.5802.1672.16700034001281371371.5806.7846.78416.7840034001281371371.5805.9205.92000034001281371371.5805.9845.98400034001281371371.5806.3526.35200134001281371371.5806.0006.00000034001281371371.58000034001281371371.58000034001281371371.58000034001281371371.5800003400
25、1281371371.58000034001281371371.58000034001281371371.58000034001281371371.58000034001281371371.58000034001281371371.58000034001281371370.88805.9605.960015.960034001281321320.395000034001281371370.395000034001281371370.395000034001281371371.580000第 9 页箍筋悬底1长度纯悬底ZB纯悬底长度悬底0ZB悬底0长度架ZB架立筋搭接长度架立筋长度侧ZB墙侧筋单
26、根长度次ZB次梁单根长度悬AZB带梁ZB悬A单根长度悬BZB悬B单根长度单根接头个数接头取整ZB接头计算ZB螺纹ZB单根搭接长度单根焊接长度每根长度ZB加密间距密段增根密段根数非密增根非密根数0001500000001001001-100015000106.544001001001-1000150000016.30401001001-10011502.1670000001001001-10001500000001001001-1015.92001500000001001001-1000150015.98400001001001-16.3520001500000001001001-116.000
27、001500000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000101001001-1000150000001001001-1000150000001001001-1000150000001001001-1000150000001001001-10001500000001001001-1000150000101001001000015000010101.9361100224015000150000101
28、01.9361100224015000150000101001002-1上贯底贯腰筋次梁底贯悬挑梁底筋第 10 页边支座负筋中间支座负筋非密梁ZB非密梁增非密梁根数单跨根数2ZB双箍长度4ZB四箍长度6ZB六箍长度8ZB八箍长度每根长度31ZB单根长度32ZB单根长度每根长度41ZB41单根长度42ZB42单根长度414ZB414单根长度424ZB424单根长度431ZB431单根长度432ZB432单根长度411ZB11000000000000011000000000000011000000000000011000000000000011000000000000011000000000000
29、01100000000000001100000000000001100000000000001100002.45912.459000000001100001.992011.9920000000110000004.13314.133000000110000003.200013.20000000110000004.0750000001110000003.0000000000110000004.259000014.25900110000003.7920000013.7920110000005.6000015.6000000110000004.85000014.85000011000000000000
30、0120000000000000024511.936000000000000024511.936000000000000110000000000000箍筋第 11 页拉筋吊筋I钢筋明细表ZBII钢筋明细表ZB411单根长度412ZB412单根长度单根长度接头数量螺纹ZB螺纹连接汇总焊接ZB焊接长度ZB d=6长度增加根数单跨根数ZB每根长度(m)梁高系数6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32ZB6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32ZB000100101.4140000000000000000
31、00000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.414000000000000000000000000000100101.41400000000000000000000
32、0000000100101.414000000000000000000000000000100101.41400000000000000000000000004.13300100101.41400000000000000000000000003.20000100101.4140000000000000000000000004.07504.07500100101.41400000000000000000000000013.0003.00000100101.41400000000000000000000000004.25900100101.41400000000000000000000000003
33、.79200100101.41400000000000000000000000005.60000100101.41400000000000000000000000004.85000100101.414000000000000000000000000000100101.4140000000000000000000000000001100.43221501.414010000000000000000000000000100201.414000000000000000000000000000100201.414000000000000000000000000000100112.7431.414000
34、000000000000000000000I+II钢筋明细表ZB第 12 页III钢筋明细表ZBI钢筋明细表II钢筋明细表6ZB8ZB10ZB12ZB14ZB16ZB18ZB20ZB22ZB25ZB28ZB32ZBI6I8I10I12I14I16I18I20I22I25I28I32II6II8II10II12II14II16II180000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000
35、000010000000000010000000000010000000000010000000000010000000000010000000000010000000000010000000001000000000000000000000.0030100000000000100000000000000010000000.003III钢筋明细表ZBI6I8I10I12I14I16I18I20I22I25I28I32II6II8II10II12II14II16II18第 13 页III钢筋明细表II20II22II25II28II32III6III8III10III12III14III16III
36、18III20III22III25III28III320.0210.0210.0200.0070.0210.0190.0190.0200.0190.0080.0060.0130.0100.0130.0090.0130.0120.0180.0150.0110.0340.0340.0090.0690.0110.294II20II22II25II28II32III6III8III10III12III14III16III18III20III22III25III28III32第 14 页ASIR工程量计算书柱间基础梁汇总工程名称：*项目名称钢筋重量接头计价表基槽土方清单基槽土方100厚垫层砼工程量基础梁
37、三面抹灰基础梁四面抹灰基础梁模板I钢筋明细表I6I8I10I12I14I16I18I20I22I25基础梁有垫层0.3764.823.020.542.3519.0415.680.003基础梁无垫层0.3764.252.662.3522.4019.040.003合计0.7519.075.680.544.7019.0422.4034.720.005第 15 页II钢筋明细表III钢筋明细表I28I32II6II8II10II12II14II16II18II20II22II25II28II32III6III8III10III12III14III16III18III200.0690.0110.2940.0690.0110.2940.1380.0210.587第 16 页III22III25III28III32第 17 页

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