xx家園雙排扣件式鋼管落地腳手架施工方案.doc

目錄
1 編制依據(jù) 1
2 工程概況 1
3 施工部署 1
3.1 組織機構(gòu) 1
3.2 設(shè)計總體思路 1
3.3 勞動力準(zhǔn)備 2
3.4 材料準(zhǔn)備 2
3.5 機具準(zhǔn)備 3
3.6 技術(shù)準(zhǔn)備 3
4 腳手架構(gòu)造要求 3
4.1 總的設(shè)計尺寸 3
4.2 縱向水平桿 3
4.3 橫向水平桿 4
4.4 腳手板 4
4.5 立桿 4
4.6 連墻件 4
4.7 門洞 4
4.8 剪刀撐 5
4.9 扣件 5
4.10 基礎(chǔ) 5
4.11 上人斜道 5
5 腳手架的搭設(shè)和拆除施工工藝 5
5.1 落地腳手架搭設(shè)施工工藝 5
5.2 腳手架的拆除施工工藝 6
6 目標(biāo)和驗收標(biāo)準(zhǔn) 6
7 安全文明施工保證措施 6
7.1 材質(zhì)及其使用的安全技術(shù)措施 6
7.2 腳手架搭設(shè)的安全技術(shù)措施 7
7.3 腳手架上施工作業(yè)的安全技術(shù)措施 7
7.4 腳手架拆除的安全技術(shù)措施 7
7.5 文明施工要求 8
7.6 應(yīng)執(zhí)行的強制性條文 9
8 設(shè)計計算 10
8.1 荷載傳遞路線 10
8.2 橫向水平桿強度計算 10
8.3 縱向水平桿強度計算 11
8.4 連接扣件抗滑承載力計算 12
8.5 立桿穩(wěn)定性計算 12
8.6 連墻件驗算 15
8.7 立桿地基承載力計算 15

Directory
1 prepared according to a
2 Project Overview 1
3 Construction of the deployment of a
3.1 Organization 1
3.2 The general idea of a design
Workforce preparation 2 3.3
3.4 Material preparation 2
3.5 equipment to prepare 3
3.6 Technical Preparation 3
Scaffolding construction requirements 4 3
4.1 The overall design size 3
4.2 Longitudinal horizontal bar 3
4.3 lateral horizontal bar 4
4.4 Scaffold board 4
4.5 Pole 4
Wall pieces 4 4.6
4.7 doorway 4
4.8 bridging 5
4.9 fastener 5
4.10 based on 5
4.11 Master ramps 5
5 scaffolding erection and dismantling of Construction Technology 5
5.1 Floor Scaffolding Construction Technology 5
5.2 Construction Technology 6, the removal of scaffolding
6 of 6 goals and acceptance criteria
Measures to ensure safe and civilized construction 7 6
7.1 Material and its use of security technology measures 6
7.2 Scaffolding safety technical measures 7
7.3 Construction work on scaffolding safety technical measures 7
7.4 Scaffold Safety Measures 7 removed
7.5 civilized construction requirements 8
7.6 should implement the mandatory provisions of the 9
8 Calculation 10
8.1 Load transfer line 10
8.2 lateral horizontal bar strength calculation 10
Longitudinal strength calculation of 8.3 bar 11
Capacity of 8.4 to connect fastener slide 12
8.5 Pole Stability 12
8.6 Checking with the wall piece 15
Foundation bearing capacity of 8.7 pole 15

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