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1、敏感非加密文件Sensitive non encrypted file排风机安装的悬挑平台和安全通道防护方案Suspended Platform for Exhaust Fan Installation and Safety Passage Plan目 录Catalog第一章悬挑施工平台搭设方案Chapter 1Suspended Construction Platform Setup plan第一节工程概况3Section 1General Profile3第二节平台构造（构造要求及各项数据）4Section 2Structure (with requirement and supporti
2、ng data)4第三节平台数据说明7Section 3Platform Data and Remark7第四节悬挑式平台安装、使用、转移安全防护措施7Section 4Precaution for the Platform Installation, Use, Transfer7第五节平台的检查与验收10Section 5Platform Check and Acceptance10第六节拆除及使用规定要求11Section 6Demolition and Use Guidance11第二章悬挑平台上脚手架搭设方案Chapter 2Suspended Platform Scaffolding
3、 Building Plan第一节做法12Section 1Procedure12第二节脚手架在平台的安装做法14Section 2Building scaffolding on the Platform14第三章安全通道防护方案Chapter 3Safety Passage Protection Plan第一节平面安装位置16Section 1Plan Installation Location16第二节材料要求16Section 2Material Requirements16第三节悬挑式脚手架搭设流程及要求18Section 3Suspended Scaffolding Setup Pr
4、ocedure and Requirement18第四节拆除方案21Section 4Removal Plan21第一章 悬挑施工平台搭设方案Chapter 1: Suspended Construction Platform Setup plan第一节 工程概况Section 1: General Profile本工程位于武汉市新华路396号，民生银行大厦5F-6F美国驻武汉总领事馆项目，本方案将原有部分玻璃幕墙进行拆除，搭设施工平台，用于装运设备；拆除玻璃：3轴交M轴-N轴及3轴-4轴交N轴、2F-6F：14轴-15轴交N轴，约为100；搭设施工平台位置和拆除玻璃的位置在六楼14轴到16轴
5、，详见附图一、二：The project is located at 5F-6F Minsheng Bank Building, No. 396 Xinhua road, Wuhan. United States Consulate General in Wuhan project. This plan will be dismantling the glass curtain wall, building the construction platform for moving equipments; Dismantling glass panels: 3 Axis M Axis -N Sh
6、aft and 3 Axis -4 Axis N Shaft, 2F-6F : 14 Axis -15 Axis N Shaft, approximately 100; Location of setting construction platform and glass demolition is on the sixth floor of the glass Axis 14 to the 16 Shaft, see attached drawing I and II:平台的布置 Platform layout根据本工程特点以及立面的情况和周边环境决定布置受料平台，以便将无法用施工电梯运输的
7、大件材料、照明用具等设备等由汽车先吊运至受料平台上，再转运至使用或安装地点。根据本工程施工进度的要求及现场实际情况编制本方案。We build this platform according to the characteristics of the project as well as the surrounding environments in order to lift the bulk of construction materials, such as lighting, appliances and other equipments from automobiles to the
8、 unloading platform, then transfer to installation location. This plan is made in line with construction schedule, project requirements and field situation. 民生银行大厦整体立面照片Mingsheng Bank Building Photo六层此四边形位置玻璃拆除8块，竖向位置为从地面起到梁底第一、二排，作为室外施工平台设施安装位。 On the 6th Floor, remove 8 pieces of glass at the quad
9、rilateral place on the drawing above. Vertical position from the ground up to the first to second row, as the platform installation location.第二节 平台构造（构造要求及各项数据）Section 2 Structure (Structural requirements and supporting data)1. 荷载参数1. Load Data脚手板类别：冲压钢脚手板，脚手板自重标准值(kN/m2)：0.30；Scaffold Board type: S
10、tamped steel scaffold, scaffold dead weight standard values (kN/m2)：0.30；栏杆、挡杆类别：栏杆冲压钢Rail types：Stamped steel railings栏杆、挡板脚手板自重标准值(kN/m2)：0.11Railing, scaffold dead load standard value(kN/m2)：0.11施工人员等活荷载(kN/m2):1.00Operators and other live load(kN/m2):1.00最大堆放材料荷载Maximum stacking material load(kN
11、):25.002.悬挑参数2.Cantilever data 内侧钢绳与墙的距离(m)：1.00The distance between the inside wire rope and the wall (m)：1.00外侧钢绳与内侧钢绳之间的距离(m)：1.00The distance between the inside wire rope and outside wire rope (m)：1.00上部拉绳点与墙支点的距离(m)：5.00The distance between the upper pulling point and the fulcrum of the wall (m
12、)：5.00钢丝绳安全系数K：10.00Wire rope safety coefficient K：10.00计算条件: 铰支Calculation condition: hinged预埋件的直径(mm)：16.00diameter of the embed(mm)：16.003.水平支撑梁3. Horizontal supporting beam 主梁槽钢型号：14a号槽钢槽口水平；Model of the main beam channel steel: 14a # channel steel notch level次梁槽钢型号：10号槽钢槽口水平；Model of the second
13、ary beam channel steel: 10# channel steel notch level次梁槽钢距：0.50Distance of secondary beam channel steel (m)：0.50最近次梁与墙的最大允许距离(m)：0.20Maximum allowable distance between the nearest secondary beam and the wall：0.204. 卸料平台参数4. Unloading Platform Data水平钢梁(主梁)的悬挑长度：3.00Cantilevered Length of the horizont
14、al steel beam (the main beam)(m)：3.00水平钢梁(主梁)的锚固长度：1.00Anchorage length of the horizontal steel beam (main beam)：1.00；计算宽度(m)：0.50Calculation width：0.505.平台做法图Platform 脚手架和立柱拉接详细图纸附件Scaffolding and column pull drawing detailed drawings平台做法图1 Plan 1 平台钢丝索做法图2 Plan-platform wire rope 2 节点做法图3详细图纸附件1第三节 平台数据说明Section 3: Platform data and remark平台宽3m，长2.5m，锚入建筑物2m，悬挑建筑物外3m，实际承载面积为3m x2.5 m=7.5 ，单元板块均为面板形式。 Platform width 3m, length 2.5m, anchor into the building 2m, cantilevered outside the building 3
