河北省装配式钢结构工程定额(试行)

1.10 1.30
0.95
- 1 -
ຫໍສະໝຸດ Baidu
25kg
0.25
15m
70m
3t 1.50
1.50
0.25
- 2 -
600mm
3.6m 1m 1m
3.6m 6m
6m
1m
0.85
- 3 -
1.5%
0.3
8.
0.3 0.3m
2
- 4 -
1.
0.3
2. 0.3 3. 4. ±0.00 “m
2
- 5 -
1. 1.1 t 1-1 1-2 1-3
30.620 t t t E43 1.6 kg kg (1.000) — — 7.519 3.574 2.200 2.530 1.012 kg kg kg kg kg 6.630 4.240 0.339 — — — kg — 0.060 kg 8.200 0.034 % 25t 10t 32kV·A 500A 500A 2.000 0.530 0.060 0.238 0.238 —
- 6 -
1.2 1-4 1-5 1-6
2.000
2.400
2.800
(1.000)
—
—
—
(1.000)
—
—
—
(1.000)
E43
kg
1.071
0.721
0.371
kg
0.734
0.734
0.734
0.704
0.462
0.264
0.270
0.270
0.270
0.107
0.107
0.107
14.500 — (1.000) — — — — 1.200 0.480 3.570 4.240 0.339 — 19.890 — — 0.060 8.200 0.034 2.000 0.530 0.060 — — —
14.500 — — (1.000) — — — 2.530 1.012 6.630 — — 10.043 — 7.975 0.155 0.060 8.200 0.034 2.000 0.530 0.060 — — 0.475
附件 1：
河北省装配式钢结构 工程定额
(试行)
目
录
说 明 .........................................................................................................................................1 工程量计算规则......................................................................................................................................4 一、预制钢构件安装 ........................................................................................................... 6 1. 钢网架结构 ............................................................................................................... 6 1.1 钢网架 ............................................................................................................. 6 1.2 钢支座 ............................................................................................................. 7 2. 厂 ( 库 ) 房钢结构 ....................................................................................................... 8 2.1 钢屋架 ............................................................................................................. 8 2.2 钢柱 ................................................................................................................ 10 2.3 钢梁 ................................................................................................................ 11 2.4 钢吊车梁 ......................................................................................................... 12 2.5 螺栓 .......................................................................................................1 3 2.6 栓钉 ...............................................................................................................1 3 2.7 钢平台、钢楼梯 ............................................................................................14 2.8 其他钢构件 ....................................................................................................1 5 2.9 现场拼装平台摊销 ........................................................................................1 6 3. 住宅、公共建筑钢结构 ..........................................................................................1 7 3.1 钢柱 ............................................................................................. ..................17 3.2 钢梁 ...............................................................................................................1 8 3.3 钢支撑 ........................................................................................................... 19 3.4 钢拉索安装 .................................................................................................... 20 3.5 踏步式钢楼梯 ................................................................................................21 3.6 其他构件安装 ................................................................................................22 二、围护体系安装 .............................................................................................................2 3 1. 钢楼承板 .................................................................................................................2 3 2. 墙面板 ....................................................................................................................2 4 3. 屋面板 ....................................................................................................................2 6 4. 现场后浇筑 ...........................................................................................................2 8 三、措施项目 ..................................................................................................................... 29 1. 支撑安装 ................................................................................................................. 29 2. 楼板边模 ................................................................................................................. 30 3. 临时定位 .................................................................................................................3 1 4. 垂直运输 .................................................................................................................3 2 4.1±0.00 以下垂直运输.................................................................................................................32 4.2±0.00 以上垂直运输.................................................................................................................33