1、构构件件钢钢筋筋明明细细表表工工程程名名称称:厂房算量构件名称级别 直径钢筋简图计算式根数长度总长ZJ2基础层 0.3/1,0.4/A、0.3/1,-0.4/D、0.3/1,-0.4/D构件数量：42166.bmp8+0.8148.8123.2187.bmp8*sqrt(0.1*0.1+*0.808*0.808)+36*sqrt(0.2*0.2+*0.808*0.808)+2*1.5*2*0.808+2*11.9*0.0080127.41127.411128.bmp*0.756+0.3+2*6.9*0.01252.84114.205ZJ3基础层 2,A、3,A、4,A、5,A、6,A、7,A、
2、8,A、9,A、1,B、3,D、1,B、4,D、5,D、6,D、7,D、3,D构件数量：1621610.bmp8+0.8148.8123.21811.bmp8*sqrt(0.1*0.1+*0.808*0.808)+36*sqrt(0.2*0.2+*0.808*0.808)+2*1.5*2*0.808+2*11.9*0.0080127.41127.4111212.bmp*0.756+0.3+2*6.9*0.01252.84114.205ZJ4基础层 1,C、2,D、2,D构件数量：421614.bmp8+0.8148.8123.21815.bmp8*sqrt(0.1*0.1+*0.908*0.9
3、08)+36*sqrt(0.2*0.2+*0.908*0.908)+2*1.5*2*0.908+2*11.9*0.0080143.085143.08511216.bmp*0.856+0.3+2*6.9*0.01253.15515.775ZJ5基础层 3,C、3,B、3,B、4,C、5,C、6,C、7,C、4,C、5,C、6,C、7,C构件数量：1221618.bmp8+0.8148.8123.21819.bmp8*sqrt(0.1*0.1+*0.908*0.908)+36*sqrt(0.2*0.2+*0.908*0.908)+2*1.5*2*0.908+2*11.9*0.0080143.085
4、143.08511220.bmp*0.856+0.3+2*6.9*0.01253.15515.775ZJ6基础层 2,B构件数量：221622.bmp8+0.8148.8123.21823.bmp8*sqrt(0.1*0.1+*0.908*0.908)+36*sqrt(0.2*0.2+*0.908*0.908)+2*1.5*2*0.908+2*11.9*0.0080143.085143.08511224.bmp*0.856+0.3+2*6.9*0.01253.15515.775ZJ7基础层 2,C构件数量：221626.bmp8+0.8148.8123.21827.bmp8*sqrt(0.1*
5、0.1+*0.908*0.908)+36*sqrt(0.2*0.2+*0.908*0.908)+2*1.5*2*0.908+2*11.9*0.0080143.085143.08511228.bmp*0.856+0.3+2*6.9*0.01253.15515.775ZJ2基础层 0.3/1,0.4/A护壁、0.3/1,-0.4/D护壁、0.3/1,-0.4/D护壁构件数量：41830.bmp1-0.05+0.1+6.25*0.0081431.1157.31631.bmp*(0.9+0.125*2-2*0.02)+0.2+2*6.25*0.006503.762188.1ZJ3基础层 2,A护壁、3
6、,A护壁、4,A护壁、5,A护壁、6,A护壁、7,A护壁、8,A护壁、9,A护壁、1,B护壁、3,D护壁、1,B护壁、4,D护壁、5,D护壁、6,D护壁、7,D护壁、3,D护壁构件数量：161833.bmp1-0.05+0.1+6.25*0.0081381.1151.81634.bmp*(0.9+0.125*2-2*0.02)+0.2+2*6.25*0.006483.762180.576ZJ4基础层 1,C护壁、2,D护壁、2,D护壁构件数量：41836.bmp1-0.05+0.1+6.25*0.0081461.1160.61637.bmp*(1+0.125*2-2*0.02)+0.2+2*6
7、.25*0.006484.076195.648ZJ5基础层 3,C护壁、3,B护壁、3,B护壁、4,C护壁、5,C护壁、6,C护壁、7,C护壁、4,C护壁、5,C护壁、6,C护壁、7,C护壁构件数量：121839.bmp1-0.05+0.1+6.25*0.0081381.1151.81640.bmp*(1+0.125*2-2*0.02)+0.2+2*6.25*0.006464.076187.496ZJ6基础层 2,B护壁构件数量：21842.bmp1-0.05+0.1+6.25*0.0081361.1149.61643.bmp*(1+0.125*2-2*0.02)+0.2+2*6.25*0.0
8、06454.076183.42ZJ7基础层 2,C护壁构件数量：21845.bmp1-0.05+0.1+6.25*0.0081331.1146.31646.bmp*(1+0.125*2-2*0.02)+0.2+2*6.25*0.006444.076179.344楼层名称：基础层 钢筋总重：14488.36(kg)钢筋总重：14488.36(kg)单重(kg)总重(kg)合计：1028.8413.889777.8081.#IO200.5882.52250.444合计：4115.3613.8893111.2321.#IO802.3522.522201.776合计：1059.09213.889777
9、.8081.#IO225.2642.80156.02合计：3177.27613.8892333.4241.#IO675.7922.801168.06合计：529.54613.889388.9041.#IO112.6322.80128.01合计：529.54613.889388.9041.#IO112.6322.80128.01合计：414.6440.433247.6440.835167合计：1597.2160.433955.9360.835641.28合计：426.540.433252.840.905173.7合计：1216.3440.433716.9520.905499.392合计：199.1820.433117.760.90581.422合计：194.7760.433115.1640.90579.612