钢结构工程量计算表格(自动计算).xls
《钢结构工程量计算表格(自动计算).xls》由会员分享,可在线阅读,更多相关《钢结构工程量计算表格(自动计算).xls(44页珍藏版)》请在得力文库 - 分享文档赚钱的网站上搜索。
1、序号构件名称构件数量型号(自定义编号)高(mm)宽(mm)厚度1厚度2 长度(m)数量单重材质分项合计重量C250*75*20*2.525075202.5100018.64H400*200*8*164002008161000173.35 100*100*21001002100016.28426*124261210001122.46序号构件数量型号高(mm)宽(mm)厚度1厚度2 长度(m)数量单重分项合计重量一、主构件1461266.963451Q34558280.31875柱上部节点01020015012.36Q3450柱中部节点082001501.88Q3450牛腿0102001502.3
2、6Q3450柱下部节点082001501.88Q3450山墙柱4368.87Q3451475.4774592梁461874.44048Q34586224.26208主梁0 H400*200*8*164002008161000173.35Q3450梁上部节点082001501.88Q3450梁中部节点0102001502.36Q3450梁下部节点082001501.88Q34503平台柱0 H400*200*8*164002008161000173.35Q3450柱上部节点082001501.88Q3450柱中部节点0102001502.36Q3450柱下部节点082001501.88Q3450
3、4平台梁00Q3450主梁10148.2883840主梁200次梁100梁上部节点082001501.88Q3450梁中部节点0102001502.36Q3450梁下部节点082001501.88Q34505柱间支撑00Q2350梁上部节点0 100*8柱距9300.03800KG/M12.284493.32Q23506屋面系杆154 160*160*3160160380001120.58Q23518568.704屋面水平支撑4830柱距8000.0竖距6000.056.29Q2352702.02338花蓝螺丝482967屋面檩条26 C250*75*20*2.525075202.517600
4、011519.76Q23539513.76屋面檩托2352001802636.74Q235844.9748墙面檩条0 C300*75*20*2.530075202.5100019.62Q2350墙面檩托082001501.88Q23509屋檩拉杆Q235屋面拉杆2212檩距1500.04461.49Q2351352.875154拉杆套管22 33*2.75332.75檩距1500.0824.61Q235541.3290135屋面拉杆2212檩距1000.043.82Q23583.9446344屋面拉杆2212檩距300.041.33Q23529.283012檩条斜拉杆2212竖距2600.0檩
5、距1500.0819.94Q235438.6024791隅撑23*梁高600.0KG/M4.82836.30Q235834.9682524节点082001501.88Q235010檩条拉杆墙面拉杆012檩距1500.011.40Q2350墙面撑杆0 50*3503檩距1500.015.21Q2350墙面斜拉杆012竖距3000.0檩距1500.02.80Q235011 吊车梁LB11 100X63X8长度160.0KG/M9.8820.320.3236-10140601010.6623.738412 雨蓬6 100*3100380002114.77688.594464建筑面积176.436.4
6、86435.072螺栓数96211603.175132.88279837变变量量名名称称默默认认值值说说明明Y20屋面坡度D912上盖板厚H51235加劲板定位N828高强螺栓数量D824高强螺栓直径H41600磨擦板长H100磨擦板高出长D724磨擦板厚N62斜加劲板数量D612斜加劲板厚N52加劲板数量D512加劲板厚N42柱靴数量D40柱靴厚B40柱靴宽L40柱靴高D325底板厚B3300底板宽L3440底板长垫板数量D212垫板厚B260垫板宽L260垫板长N14地脚螺栓数量构件号单重数量总重D124地脚螺栓直径1266.963451 1266.963L1830地脚螺栓长地脚螺栓244
7、 11.78419T214翼缘板厚T110腹板厚B260翼缘板宽H.S.B2428H2400腹板小高H11300腹板大高H8625柱高变变量量名名称称默默认认值值说说明明构件号单重 数量 总重K116700中跨长(-柱腹板长)梁1874.4411874.44048K24700变截面定位中H.S.B00L11500左磨擦板长B1260左磨擦板宽D124左磨擦板厚右H.S.B226H11300左腹板高大H2600左腹板高小260左翼缘板宽T110左腹板厚T214左翼缘板厚D310角板厚34角板数量L4130加劲板长B4120加劲板宽D412加劲板厚N414加劲板数量L51中磨擦板长B51中磨擦板宽
8、D50中磨擦板厚N50中磨擦板数量D60中高强螺栓直径N60中高强螺栓数量H3600右腹板高大H4600右腹板高小260右翼缘板宽T38右腹板厚T414右翼缘板厚Y20坡度L8800右磨擦板长B8260右磨擦板宽D820右磨擦板厚D922右高强螺栓直径N912右高强螺栓数量K1K2说明一半K1K2变变量量名名称称默默认认值值说说明明8625主柱高6000抗风柱定位600梁高L01地脚螺栓长D024地脚螺栓直径N04地脚螺栓数量L1440底板长B1220底板宽D125底板厚L2400底板加劲板长B2200底板加劲板宽D220底板加劲板厚N20底板加劲板数量H400腹板高B180翼缘板宽T16腹板
9、厚T28翼缘板厚L3120加劲板长B3100加劲板宽构件号单重数量 总重 说明D310加劲板厚梁368.869361 368.87N30加劲板数量中H.S.B220D48顶板厚Y20坡度地脚螺栓2440.2848D522上高强螺栓直径N50上高强螺栓数量K1K2变变量量名名称称默默认认值值说说明明构件号单重 数量总重K110000柱距梁148.28841 148.2884H0500柱腹板高1左H.S.B206H1300柱腹板高2H2220梁腹板高B216梁翼缘板宽右H.S.B206T38梁腹板厚T45梁翼缘板厚L3220磨擦板长1B3100磨擦板宽1D38磨擦板厚1N34磨擦板数量1L44腹板
10、磨擦板长2B4136腹板磨擦板宽2D4120腹板磨擦板厚2N48腹板磨擦板数量2L54磨擦板长3B51磨擦板宽3D51磨擦板厚3N50磨擦板数量3D620高强螺栓直径N66高强螺栓数量K1说明变变量量名名称称默默认认值值说说明明构件号单重 数量总重K110000柱距梁154.0661154.066H2220梁腹板高B216梁翼缘板宽右H.S.B2020T38梁腹板厚T45梁翼缘板厚右H.S.B2020L3220磨擦板长1B3100磨擦板宽1D38磨擦板厚1N34磨擦板数量1L44腹板磨擦板长2B4136腹板磨擦板宽2D4120腹板磨擦板厚2N48腹板磨擦板数量2L54磨擦板长3B51磨擦板宽3
11、D51磨擦板厚3N50磨擦板数量3D620高强螺栓直径N620高强螺栓数量K1说明变变量量名名称称默默认认值值说说明明构件号单重 数量总重K110000柱距梁177.51991 177.5199500主梁腹板高B0500柱翼缘板高1左H.S.B202012左支承板厚500主梁腹板高B1300柱翼缘板高210右支承板厚200左支承板宽300右支承板宽H2220梁腹板高B216梁翼缘板宽右H.S.B2020T38梁腹板厚T45梁翼缘板厚D620高强螺栓直径N620高强螺栓数量K1B0K2B1K3说明I字钢(GB706-88)单重(kg/m)长度(m)h(高度)b(腿宽)d(腰厚)件数重量小计(kg
12、)I1011.2611100684.51.011.261I12*13.9871120745.01.013.987I12.614.2231126745.01.014.223I1416.8901140805.51.016.890I1620.5131160886.01.020.513I1824.1431180946.51.024.143I20a27.92912001007.01.027.929I20b31.06912001029.01.031.069I22a33.07012201107.51.033.070I22b36.52412201129.51.036.524I24a*37.4771240116
13、8.01.037.477I24b*41.245124011810.01.041.245I25a38.10512501188.01.038.105I25b42.030125011810.01.042.030I27a*42.82512701228.51.042.825I27b*47.084127012410.51.047.084I28a43.49212801228.51.043.492I28b47.888128012410.51.047.888I30a*48.08413001269.01.048.084I30b*52.794130012811.01.052.794I30c*57.504130013
14、013.01.057.504I32a52.71713201309.51.052.717I32b57.741132013211.51.057.741I32c62.765132014013.51.062.765I36a60.037136013610.01.060.037I36b65.689136013812.01.065.689I36c71.341136014014.01.071.341I40a67.598140014210.51.067.598I40b73.878140014412.51.073.878I40c80.158140014614.51.080.158I45a80.4201450150
15、11.51.080.420I45b87.485145015213.51.087.485I45c94.550145015415.51.094.550I50a93.654150015812.01.093.654I50b*101.504150016014.01.0101.504I50c109.354150016216.01.0109.354I55a*105.355155016612.51.0105.355I55b*113.970155016814.51.0113.970I55c*122.605155017016.51.0122.605I56a106.316156016612.51.0106.316I
16、56b115.108156016814.51.0115.108I56c123.900156017016.51.0123.900I63a121.407163017613.01.0121.407I63b131.298163017815.01.0131.298I63c141.189163018017.01.0141.189槽钢(GB707-88)单重(kg/m)长度(m)h(高度)b(腿宽)d(腰厚)件数重量小计(kg)55.433150374.51.05.4336.36.634163404.81.06.6346.5*6.709165404.81.06.70988.045180435.01.08.0
17、451010.0071100485.31.010.00712*12.0591120535.51.012.05912.612.3181126535.51.012.31814a14.5351140586.01.014.53514b16.7331140608.01.016.73316a17.2401160636.51.017.2401619.7521160658.51.019.75218a20.1741180687.01.020.1741823.0001180709.01.023.00020a22.6371200737.01.022.6372025.7771200759.01.025.77722a2
18、4.9991220777.01.024.9992228.4531220799.01.028.45324a*26.8601240787.01.026.86024b*30.6281240809.01.030.62824c34.39612408211.01.034.39625a27.4101250787.01.027.41025b31.3351250809.01.031.33525c35.26012508211.01.035.26027a*30.8381270827.51.030.83827b*35.0771270849.51.035.07727c*39.31612708611.51.039.316
19、28a31.4271280827.51.031.42728b35.8231280849.51.035.82328c40.21912808611.51.040.21930a*34.4631300857.51.034.46330b*39.1731300879.51.039.17330c*43.88313008911.51.043.88332a38.0831320888.01.038.08332b43.10713209010.01.043.10732c48.13113209212.01.048.13136a47.8141360969.01.047.81436b53.46613609811.01.05
20、3.46636c59.118136010013.01.059.11840a58.928140010010.51.058.92840b65.204140010212.51.065.20440c71.488140010414.51.071.488角钢(GB9787-88)b(边宽)d(边厚)单重(kg/m)长度(m)件数重量小计(Kg)20*3203.00.889110.88920*4204.01.145111.14525*3253.01.124111.12425*4254.01.459111.45930*3303.01.373111.37330*4304.01.786111.78636*3363
21、.01.656111.65636*4364.02.163112.16336*5365.02.654112.65440*3403.01.852111.85240*4404.02.422112.42240*5405.02.976112.97645*3453.02.088112.08845*4454.02.736112.73645*5455.03.369113.36945*6456.03.985113.98550*3503.02.332112.33250*4504.03.059113.05950*5505.03.770113.7750*6506.04.465114.46556*3563.02.624
22、112.62456*4564.03.446113.44656*5565.04.251114.25156*8568.06.568116.56863*4634.03.907113.90763*5635.04.822114.82263*6636.05.721115.72163*8638.07.469117.46963*106310.09.151119.15170*4704.04.372114.37270*5705.05.397115.39770*6706.06.406116.40670*7707.07.398117.39870*8708.08.373118.37375*5755.05.818115.
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 钢结构 工程量 计算 表格 自动
限制150内