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1、1/24 脚手架专项施工方案第一节编制依据建筑施工计算手册江正荣著中国建筑工业出版社；建筑施工手册第四版中国建筑工业出版社、钢结构设计规范GB50017-2003 中国建筑工业出版社；建筑结构荷载规范 GB50009-2001 中国建筑工业出版社；建筑施工脚手架实用手册（含垂直运输设施）中国建筑工业出版社；建筑施工扣件式钢管脚手架安全技术规范JGJ130-2001 中国建筑工业出版社；建筑地基基础设计规范GB50007-2002 中国建筑工业出版社；建筑施工安全检查标准JGJ59-99中国建筑工业出版社。第二节工程简况例子工程工程位于 _大道，属于框架结构，地上_层，地下 _层，建筑总高度50
2、.0M，建筑总面积 _平方M，标准层层高 _M，总工期 _天。本工程由 _开发公司投资建设，_设计院设计，_地质研究院地质勘查，_监理公司监理，_工程公司组织施工；由 _担任工程经理，_担任技术负责人。第三节脚手架方案选择本工程考虑到施工工期、质量和安全要求，故在选择方案时，应充分考虑以下几点：2/24 1、架体的结构设计，力求做到结构要安全可靠，造价经济合理。2、在规定的条件下和规定的使用期限内，能够充分满足预期的安全性和耐久性。3、选用材料时，力求做到常见通用、可周转利用，便于保养维修。4、结构选型时，力求做到受力明确，构造措施到位，升降搭拆方便，便于检查验收；5、综合以上几点，脚手架的搭
3、设，还必须符合JCJ59-99检查标准要求，要符合江西省文明标化工地的有关标准。6、结合以上脚手架设计原则，同时结合本工程的实际情况，综合考虑了以往的施工经验，决定采用以下1种脚手架方案：落地架。第四节脚手架的材质要求落地架 l、钢管脚落地手架，选用外径48mm，壁厚 3.50mm，钢材强度等级 Q235-A，钢管表面应平直光滑，不应有裂纹、分层、压痕、划道和硬弯，新用的钢管要有出厂合格证。脚手架施工前必须将入场钢管取样，送有相关国家资质的实验单位，进行钢管抗弯、抗拉等力学实验，实验结果满足设计要求后，方可在施工中使用。2、本工程钢管脚手架的搭设使用可锻铸造扣件，应符合建设部钢管脚手扣件标准
4、JGJ22-85的要求，由有扣件生产许可证的生产厂家提供，不得有裂纹、气孔、缩松、砂眼等锻造缺陷，扣件的规格应与钢管相匹配，贴和面应干整，活动部位灵活，夹紧钢管时开口处最小距离不小于5mm。钢管螺栓拧紧力矩达 70N.m 时不得破坏。如使用旧扣件时，扣件必须取样送有相关国家资质的实验单位，进行扣件抗滑力等实验，实验结果满足设计要求后方可在施工中使用。3、搭设架子前应进行保养，除锈并统一涂色，颜色力求环境美观。脚手架立杆、防护栏杆、踢脚杆统一漆黄色，剪力撑统一漆桔红色。底排立杆、扫地杆均漆文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10
5、L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z1
6、0L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z
7、10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3
8、Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ
9、3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:C
10、Q3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:
11、CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N8文档编码:CQ3Z10L7V7N9 HM4Y5H3S4N6 ZO6H10T4C10N83/24 红白相间色。4、脚手板、脚手片采用符合有关要求。5、安全网采用密目式安全网，网目应满足2000目100cm2，做耐贯穿实验不穿透，1.6 1.8m的单张网重量在 3kg以
12、上，颜色应满足环境效果要求，选用绿色。要求阻燃，使用的安全网必须有产品生产许可证和质量合格证，以及由杭州市建筑安全监督管理部门发放的准用证。6、连墙件采用钢管，其材质应符合现行国家标准碳素钢结构（GB/T 700）中Q235A 钢的要求。第五节脚手架的搭设流程及要求落地架落地脚手架搭设的工艺流程为：场地平整、夯实基础承载力实验、材料配备定位设置通长脚手板、底座纵向扫地杆立杆横向扫地杆小横杆大横杆（搁栅）剪刀撑连墙件铺脚手板扎防护栏杆扎安全网。定距定位。根据构造要求在建筑物四角用尺量出内、外立杆离墙距离，并做好标记；用钢卷尺拉直，分出立杆位置，并用小竹片点出立杆标记；垫板、底座应准确地放在定位线
13、上，垫板必须铺放平整，不得悬空。在搭设首层脚手架过程中，沿四周每框架格内设一道斜支撑，拐角除双向增设，待该部位脚手架与主体结构的连墙件可靠拉接后方可拆除。当脚手架操作层高出连墙件两步时，宜先立外排，后立内排。其余按一下构造要求搭设。1、主杆基础本工程脚手架地基础部位应在回填土完后夯实，采用强度等级不低于C15 的混凝土进行硬化，混凝土硬化厚度不小于10cm。地基承载能力能够满足外脚手架的搭设要求（具体计算数据参阅脚手架计算书）。2、立杆间距 (1)脚手架立杆纵距 1.5m，横距 1.05m，步距 1.8m；连墙杆间距竖直 3.6m，水平文档编码:CO3R5V2F8X1 HR1P10K3A3X5
14、 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4
15、L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M1
16、0文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:
17、CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V
18、2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1
19、HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10
20、K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M104/24 4.5m(即二步三跨)：里立杆距建筑物 0.3m。(2)脚手架的底部立杆采用不同长度的钢管参差布置，使钢管立杆的对接接头交错布置，高度方向相互错开500mm 以上，且要求相邻接头不应在同步同跨内，以保证脚手架的整体性
21、。(3)立杆应设置垫木，并设置纵横方向扫地杆，连接于立脚点杆上，离底座20cm 左右。(4)立杆的垂直偏差应控制在不大于架高的1400。3、大横杆、小横杆设置 (1)大横杆在脚手架高度方向的间距1.8m，以便立网挂设，大横杆置于立杆里面，每侧外伸长度为 150mm。(2)外架子按立杆与大横杆交点处设置小横杆，两端固定在立杆，以形成空间结构整体受力。4、剪刀撑脚手架外测立面的两端各设置一道剪刀撑，并应由底至顶连续设置；中间各道剪刀撑之间的净距离不应大于15m。剪刀撑斜杆的接长宜采用搭接，搭接长度不小于1m，应采用不少于 2个旋转扣件固定。剪刀撑斜杆应用旋转扣件固定在与之相交的横向水平杆的伸出端或
22、立杆上，旋转扣件中心线离主节点的距离不宜大于150mm。5、脚手板、脚手片的铺设要求 (1)脚手架里排立杆与结构层之间均应铺设木板：板宽为200mm，里外立杆应满铺脚手板，无探头板。(2)满铺层脚手片必须垂直墙面横向铺设，满铺到位，不留空位，不能满铺处必须采取有效的防护措施。(3)脚手片须用 18铅丝双股并联绑扎，不少于4点，要求绑扎牢固，交接处平整，铺设时要选用完好无损的脚手片，发现有破损的要及时更换。6、防护栏杆 (1)脚手架外侧使用建设主管部门认证的合格绿色密目式安全网封闭，且将安全网固定在脚手架外立杆里侧。(2)选用18铅丝张挂安全网，要求严密、平整。文档编码:CO3R5V2F8X1
23、HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10
24、K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5
25、 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4
26、L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M1
27、0文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:
28、CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V
29、2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M105/24 (3)脚手架外侧必须设 1.2m高的防护栏杆和 30cm 高踢脚杆，顶排防护栏杆不少于2道，高度分别为 0.9m和1.3m。(4)脚手架内侧形成临边的(如遇大开间门窗洞等)，在脚手架内侧设 1
30、.2m的防护栏杆和 30cm 高踢脚杆。7、连墙件 (1)脚手架与建筑物按水平方向4.5m，垂直方向 3.6m，设一拉结点。楼层高度超过4m，则在水平方向加密，如楼层高度超过6m 时，则按水平方向每 6m 设置一道斜拉钢丝绳。(2)拉结点在转角范围内和顶部处加密，即在转角lM以内范围按垂直方向每3.6M设一拉结点。(3)拉结点应保证牢固，防止其移动变形，且尽量设置在外架大小横杆接点处。(4)外墙装饰阶段拉结点，也须满足上述要求，确因施工需要除去原拉结点时，必须重新补设可靠，有效的临时拉结，以确保外架安全可靠。8、架体内封闭 (1)脚手架的架体里立杆距墙体净距为200mm，如因结构设计的限制大于
31、200mm的必须铺设站人片，站人片设置平整牢固。(2)脚手架施工层里立杆与建筑物之间应采用脚手片或木板进行封闭。(3)施工层以下外架每隔 3步以及底部用密目网或其他措施进行封闭。第六节脚手架计算书落地架一、参数信息:1.脚手架参数双排脚手架搭设高度为 24.0 M，立杆采用单立管；文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8
32、F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6
33、M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编
34、码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R
35、5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X
36、1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P
37、10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3
38、X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M106/24 搭设尺寸为：立杆的纵距为 1.50M，立杆的横距为 1.05M，大小横杆的步距为1.80 M；内排架距离墙长度为 0.30M；大横杆在上，搭接在小横杆上的大横杆根数为 2 根；脚手架沿墙纵向长度为 120 M；采用的钢管类型为 483.5；横杆与立杆连接方式为单扣件；取扣件抗滑承载力系数为 0.80；连墙件采用两步两跨，竖向间距 3.60 M，水平间距 3.00 M，采用扣件连接；连墙件连接方式为单扣件；2.活荷载参数施工均布活荷载标准值:3.000 kN/m2；脚手架用
39、途:结构脚手架；同时施工层数:2 层；3.风荷载参数本工程地处浙江省杭州市，基本风压为0.45 kN/m2；风荷载高度变化系数 z为0.84，风荷载体型系数 s为0.65；脚手架计算中考虑风荷载作用；4.静荷载参数每M 立杆承受的结构自重标准值(kN/m2):0.1248；脚手板自重标准值(kN/m2):0.350；栏杆挡脚板自重标准值(kN/m2):0.110；安全设施与安全网(kN/m2):0.005；脚手板铺设层数:4；脚手板类别:竹串片脚手板；栏杆挡板类别:栏杆、冲压钢脚手板挡板；每M 脚手架钢管自重标准值(kN/m2):0.038；5.地基参数文档编码:CO3R5V2F8X1 HR1
40、P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A
41、3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD
42、8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P
43、6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档
44、编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3
45、R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8
46、X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M107/24 地基土类型:碎石土；地基承载力标准值(kN/m2):500.00；立杆基础底面面积(m2):0.09；地面广截力调整系数:0.40。文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8
47、F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6
48、M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编
49、码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R
50、5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X1 HR1P10K3A3X5 ZD8F4L1P6M10文档编码:CO3R5V2F8X