钢构量计算表 |
工程名称:(略) |
序号 | 图名 | 图号 | 部位 | 构件名称 | 规格 | 单位重量 | 公式 | 单长 | 构件数量 | 总重 (㎏) | 备注 |
| | | | | | | 钢结构合计 | | | (略).7 | |
| 窑灰仓结构图 | CK(略)-(略)C-S(略) | 仓顶结构图 | I(略)a通长 | I(略)a | (略).(略) | 4 | 4 | 2 | (略).4 | |
| | | | I(略)a通长 | I(略)a | (略).(略) | 4.7 | 4.7 | 1 | (略).1 | |
| | | | | I(略) | (略).(略) | 2.1*2+1.2+0.(略) | 6.(略) | 1 | (略).9 | |
| | | | | [(略) | (略).(略) | 1.2+0.9+0.(略)*3 | 4.(略) | 1 | (略).7 | |
| | | | | [(略)a | (略).(略) | 1.2 | 1.2 | 6 | (略).7 | |
| | | | 钢板 | (略)×(略)×(略) | (略).5 | 0.2*0.2 | 0.(略) | 4 | (略).6 | |
| | | 仓顶(略)高方形凸台 | 钢板 | t=8 | (略).8 | 1*4*0.1 | 0.4 | 1 | (略).1 | |
| | | | | t=6 | (略).(略) | 0.8*0.(略)*4+0.(略)*0.1*(略) | 0.(略) | 1 | (略).1 | |
| | | 仓顶(略)高方形凸台(大) | 钢板 | t=8 | (略).8 | 0.8*4*0.1 | 0.(略) | 1 | (略).1 | |
| | | | | t=6 | (略).(略) | 0.6*0.(略)*4+0.(略)*0.1*(略) | 0.(略) | 1 | (略).2 | |
| | | 仓顶(略)高方形凸台(小) | 钢板 | t=8 | (略).8 | (0.1*2+0.(略)*2)*4*0.1 | 0.(略) | 1 | (略).1 | |
| | | | | t=6 | (略).(略) | 0.(略)*4*0.(略)+0.(略)*0.1*(略) | 0.(略) | 1 | (略).4 | |
| | | 仓顶(略)高圆形凸台 | 钢板 | t=8 | (略).8 | 3.(略)*(0.3*0.3-0.(略)*0.(略)) | 0.(略) | 1 | 5.4 | |
| | | | | t=6 | (略).(略) | 3.(略)*2*0.(略)*0.(略)+0.(略)*0.1*8 | 0.(略) | 1 | (略).8 | |
| | | 仓顶(略)高圆形凸台 | 钢板 | t=8 | (略).8 | 3.(略)*(0.(略)*0.(略)-0.(略)*0.(略)) | 0.(略) | 1 | (略).8 | |
| | | | | t=6 | (略).(略) | 3.(略)*2*0.(略)*0.(略)+0.(略)*0.1*8 | 0.(略) | 1 | (略).2 | |
| | | | 6厚花纹钢板 | | (略).5 | 3.(略)*(2.(略)+0.(略))*(2.(略)+0.(略)) | (略).(略) | 1 | (略).4 | |
| | | 见节点① | | —(略)*(略) | (略).5 | 0.2*0.(略) | 0.(略) | (略) | (略).9 | |
| | | | | —(略)*8 | (略).8 | 0.(略)*0.(略)+(0.(略)+0.(略))*0.(略)/2 | 0.(略) | (略) | (略).7 | |
| | | 见节点② | 钢板 | t=8 | (略).8 | 0.(略)*(0.(略)+0.(略))+(0.(略)+0.(略))*0.(略)/2 | 0.(略) | (略) | (略).5 | [(略)a |
| | | | 钢板 | t=8 | (略).8 | 0.(略)*(0.(略)+0.(略))+(0.(略)+0.(略))*0.(略)/2 | 0.(略) | (略) | 7.4 | [(略) |
| | | | 方管 | 8 | 0.(略) | 0.(略)+0.(略) | 0.(略) | (略) | 1.5 | |
| | | 见节点③ | | L(略)*6 | 9.(略) | 2*3.(略)*2.(略) | (略).(略) | 2 | (略).6 | |
| | | 见节点④ | | L(略)*6 | 9.(略) | 2*3.(略)*2.(略) | (略).(略) | 1 | (略).3 | |
| | | 3-3剖面 | 钢板 | t=(略) | (略).6 | 3.(略)*(2.(略)*2.(略)-2.(略)*2.(略)) | 4.(略) | 1 | (略).1 | |
| | | | | t=(略) | (略) | 3.(略)*(2.(略)*2.(略)-2.(略)*2.(略)) | 4.(略) | 1 | (略).1 | |
| | | | | t=(略) | (略).9 | 0.3*0.(略) | 0.(略) | (略) | (略).0 | |
| | | 4-4剖面 | 钢板 | t=(略) | (略).6 | 0.3*0.4 | 0.(略) | 4 | (略).3 | |
| | | | | t=(略) | (略) | 0.4*0.(略) | 0.(略) | 4 | (略).4 | |
| | | | | t=(略) | (略).9 | 0.3*0.4 | 0.(略) | 4 | (略).8 | |
| | | | | —(略)*(略) | (略).9 | 0.(略)*0.(略) | 0.(略) | (略) | (略).3 | |
| | | | | —(略)*(略) | (略).9 | 0.(略)*0.(略)+0.(略)*(0.(略)-0.(略)-0.(略))/2 | 0.(略) | (略) | (略).7 | |
| | | | | t=(略) | (略).9 | (0.(略)+0.(略))*0.(略)/2*2 | 0.(略) | (略) | (略).8 | (略)块均匀分布 |
| | | c-c剖面 | | t=(略) | (略).5 | 0.(略)*4*0.(略) | 0.(略) | 1 | (略).7 | |
| | | | | t=8 | (略).8 | 0.(略)*4*0.1 | 0.(略) | 1 | (略).6 | |
| | | | 不规则图形 | t=8 | (略).8 | (0.(略)+0.(略))*0.1/2+(0.(略)+0.(略))*0.2/2 | 0.(略) | 8 | (略).0 | |
| | | 1-1剖面 | 仓壁 | t=(略) | (略).5 | 2*3.(略)*2.(略)*3.(略) | (略).(略) | 1 | (略).2 | |
| | | | | t=(略) | (略).2 | 3.(略)*(2.(略)+0.(略))*3.(略) | (略).(略) | 1 | (略).2 | S侧=π(R+r)l |
| | | | GZJ-1 | 2][(略)a | (略).(略) | 1*2 | 2 | 2 | (略).7 | |
| | | | | 2][8 | 8.(略) | 1.(略)*2 | 2.(略) | 2 | (略).5 | |
| | | T5-(略) | 侧边 | [(略)a通长 | (略).(略) | 2*3.(略)*3.2/4*1.(略) | 7.(略) | 1 | (略).3 | 外侧 |
| | | | 侧边 | [(略)a通长 | (略).(略) | 2*3.(略)*2.6/4*1.(略) | 5.(略) | 1 | (略).4 | 内侧 |
| | | | 花纹钢板踏步 | t=4 | (略).4 | (0.(略)+0.(略)+0.(略)+0.(略))*0.6 | 0.(略) | (略) | (略).2 | 2*3.(略)*3.2/4/0.(略) |
| | | | B.C/8 | L(略)*8 | 8.(略) | 0.(略) | 0.(略) | 2 | 1.3 | |
| | | | | L(略)*(略)*(略) | (略).(略) | 0.(略) | 0.(略) | 2 | (略).7 | |
| | | | A.D/8 | Ф(略)*4钢管立杆 | 4.(略) | 1.(略)+0.(略) | 1.(略) | (略) | (略).4 | 2*3.(略)*3.2/4/0.(略) |
| | | | | Ф(略)*4钢管扶手 | 4.(略) | 2*3.(略)*3.2/4*1.(略) | 7.(略) | 1 | (略).3 | 外侧 |
| | | | | Ф(略)*4钢管扶手 | 4.(略) | 2*3.(略)*2.6/4*1.(略) | 5.(略) | 1 | (略).2 | 内侧 |
| | | | | Ф(略).5*3.(略)钢管扶手 | 2.(略) | 2*3.(略)*3.2/4*1.(略) | 7.(略) | 2 | (略).5 | 外侧 |
| | | | | Ф(略).5*3.(略)钢管扶手 | 2.(略) | 2*3.(略)*2.6/4*1.(略) | 5.(略) | 2 | (略).0 | 内侧 |
| | | T7-(略) | | | (略).(略) | 1 | 1 | 1 | (略).0 | |
| | | T1-(略) | | | (略).(略) | 1 | 1 | 1 | (略).7 | |
| | | 仓顶及平台栏杆 | | Ф(略)*4钢管扶手 | 4.(略) | 3.(略)*2.(略)*2-2.8+2.5+1.9+2 | (略).(略) | 1 | (略).3 | |
| | | | | Ф(略)*4钢管立柱 | 4.(略) | ((略).(略)/0.9+1)*1.(略) | (略).(略) | 2 | (略).0 | |
| | | | | Ф(略).5*3.(略)钢管 | 2.(略) | (略).(略) | (略).(略) | 2 | (略).0 | |
| | | | | —(略)*2 | 1.(略) | (略).(略) | (略).(略) | 1 | (略).8 | |
| | | 标高(略)m处楼梯平台 | | [(略) | (略).(略) | 2*3.(略)*3.2/(略) | 0.(略) | 1 | 8.4 | 弧形外侧 |
| | | | | [(略) | (略).(略) | 2*3.(略)*3.2/(略)/2 | 0.(略) | 1 | 4.2 | 弧形内侧 |
| | | | 6厚花纹钢板 | | (略).5 | (0.(略)+0.(略))*0.6/2 | 0.(略) | 1 | (略).1 | |
| | | 6-6剖面 | | 2][(略)a | (略).(略) | (0.1+0.(略)+1.(略))*2 | 3.(略) | 2 | (略).3 | |
| | | | | 2][(略) | (略).(略) | SQRT(1.(略)^2+0.(略)^2)*2 | 4.(略) | 2 | (略).0 | |
| | | | | [8 | 8.(略) | SQRT(0.(略)^2+1.(略)^2) | 1.(略) | 2 | (略).1 | |
| | | | | [8 | 8.(略) | 0.(略) | 0.(略) | 2 | 5.5 | |
| | | | | [(略) | (略).(略) | SQRT(0.(略)^2+0.(略)^2) | 1.(略) | 2 | (略).5 | |
| | | | | [(略) | (略).(略) | SQRT(0.(略)^2+0.(略)^2) | 0.(略) | 2 | (略).7 | |
| | | | | I(略) | (略).(略) | 2.6 | 2.6 | 2 | (略).7 | |
| | | | 6厚花纹钢板 | | (略).5 | 2.6*1.(略) | 5.(略) | 1 | (略).6 | |
| | | 见节点⑥及d-d详图 | | —(略)*(略)*8 | (略).8 | 0.(略)*0.(略)+(0.(略)+0.(略))*0.1/2 | 0.(略) | (略) | (略).0 | |
| | | | | —(略)*(略)*(略) | (略).5 | 0.2*0.2 | 0.(略) | 4 | (略).6 | |
| | | 7-7剖面 | | [(略) | (略).(略) | 0.(略)+0.(略) | 1.(略) | 2 | (略).1 | |
| | | | | [(略) | (略).(略) | 2+1 | 3 | 2 | (略).1 | |
| | | | | [(略) | (略).(略) | (0.(略)+1.(略))*2 | 4.(略) | 1 | (略).8 | 标高(略)m处 |
| | | | 支柱架 | Φ(略)×5 | (略).(略) | 1.9 | 1.9 | 4 | (略).8 | |
| | | | | 2L(略)*5 | 3.(略) | SQRT(0.(略)^2+1.9^2) | 2.(略) | 8 | (略).0 | |
| | | | 连接板 | t=8 | (略).8 | 0.1*0.1 | 0.(略) | 4 | 2.5 | |
| | | 8-8剖面 | | [(略) | (略).(略) | SQRT(0.(略)^2+1.9^2) | 2.(略) | 4 | (略).9 | |
| | | | | —(略)*(略)*(略) | (略).2 | 0.(略)*0.(略) | 0.(略) | 4 | 5.4 | |
| | | 吊耳详图 | | t=(略) | (略).6 | 0.2*0.(略) | 0.(略) | 4 | (略).1 | |
| | | | | | | | | | | |
| | | | | | | 锚筋 | | | 3.9 | |
| | S(略) | 6-6剖面 | | Φ(略) | 1.(略) | 0.2 | 0.(略) | (略) | 3.9 | |
| | | | | | | | | | | |
埋件 按审计部单个重量*个数 |
钢梯 按审计部单个重量*个数 |
栏杆 按审计部单米重量*长度 |