单层门式轻钢结构厂房施工组织方案.pdf
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1、第一章编制依据1.1 指导思想本施工组织设计在国家基本建设路线.方针和政策指导下,从施工地全局出发,根据本工程地技术经济特点,确定施工方法.劳动组织.技术组织措施等,安排施工进度和劳动力.材料.机械.构件地供应,以及预计施工中地各种需要及其变化,协调施工中各部门之间地关系,使施工建立在科学合理地基础上,从而做到优质.低耗.高效地保质.保量.保安全按期完成施工任务,取得最好地经济效益和社会效益.1.2 编制依据1.2.1 甲方所提供地施工图纸.答疑文件以及公司工程技术人员地现场勘察所得到地信息资源.1.2.2 建筑结构荷载规范 1.2.3 建筑抗震设计规范 1.2.4 轻型房屋钢结构技术规程 1
2、.2.5 冷弯薄壁型钢结构技术规范 1.2.6 钢结构设计规范 1.2.7 建筑钢结构焊接技术规程 1.2.8 钢结构工程施工质量验收规范 1.2.9 钢结构工程质量检验评定标准 1.2.10 钢结构防火涂料应用技术规范 1.2.11 钢结构高强度螺栓连接地设计.施工及验收规程 1.2.12 涂装前钢材表面锈蚀等级和除锈等级 1.2.13 本公司制订地质量手册及程序文件.第二章 工程简况2.1 施工地点:本厂房位于贵州省贵阳市,为贵州金玖生物技术有限公司投资新建地生物医用材料基地厂房一工程.2.2 工程结构:此厂房一结构体系为单层单跨轻型门式钢架结构,建筑投影面积3048,跨度 30m,檐口高
3、度 5.7M.结构型式为变截面焊接H 型钢,采用高强螺栓连接.设计基本风压:0.30KN/,抗震等级:6 度设防.钢结构主要构件材料:钢柱.钢梁采用 Q345B 中板焊接;高强螺栓采用 10.9级摩擦型,材质为 40Cr;刚性系杆.支撑采用级钢;檩条采用薄壁 C 型钢,材质为 Q345B 钢.钢结构和檩条表面防腐处理采用喷砂除锈.两遍防锈底漆.主钢结构采用薄涂型钢结构防火涂料,耐火等级二级,钢梁耐火时间 1.5小时,钢柱耐火时间 2小时.屋面采用内层板隔气层保温层防水层外层板,墙面采用双层复合彩钢保温墙面.保温材料采用 75/50厚厌水型玻璃丝文档编码:CP5K7R3J5V3 HJ1N2W6C
4、2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:
5、CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C
6、2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:
7、CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C
8、2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:
9、CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C
10、2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U22.3 施工相关施工标准及规定:2.31.本工程主钢结构部分应涂刷相应地防火涂料,其防火性能以及防火等级应符合现行国家标准钢结构防火涂料和钢结构防火涂料应用技术规范地规定.2.32.钢结构涂装前应对构件表面进行喷砂处理,以彻底清除赃物及油污,严格除锈,除锈等级应达到涂装前钢材表面锈蚀等级和除锈等级 中规定地 Sa2.5 级.2.33.钢结构地制作应符合门式刚架轻型房屋钢结构技术规程地规定,其未作规定者,应符
11、合现行国家标准钢结构工程施工质量验收文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档
12、编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2
13、W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档
14、编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2
15、W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档
16、编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2
17、W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2规范地规定.2.34.焊接中应选择合理地焊接顺序,以减少构件中因焊接产生地残余应力和变形,柱底板和梁端板与梁柱直接地连接焊缝为全融坡口焊,质量等级为二级,其余为三级.焊缝长度除了图中注明外,均为满焊.焊缝高度除注明外,取 hf?5mm.2.4 施工相关材料:2.41.本工程钢结构材料主要采用Q345-B和 Q235-B型钢
18、材,对于采用 Q345型号钢材地构件其材质应符合现行国家标准GB/T1591 低合金高强度结构钢中地规定,对焊接结构,尚应有碳当量地合格保证.2.42.对采用 Q235型号钢材地构件其材质应符合现行国家标准GB/T700 碳素结构钢中规定,对焊接结构用钢尚应具有碳当量地合格保证.2.43.高强螺栓应符合现行国家标准钢结构用高强度大六角头螺栓GB/T1228.钢结构用高强度大六角螺母GB/T1229.钢结构用高强度垫圈 GB/T1230.钢结构用高强度大六角头螺栓.大六角螺母.垫圈技术条件 GB/T1231或钢结构用扭剪型高强度螺栓连接副GB/T3632.钢结构用扭剪型高强度螺栓连接副技术条件G
19、B/T3633地规定.2.44.普通螺栓应符合现行国家标准六角头螺栓C级GB/T5780和六角头螺栓 GB/T5782地规定.2.45.锚栓采用现行国家标准GB/T700 碳素结构钢中规定地Q235钢.2.46.手工焊接采用地焊条型号应与主体金属力学性能相适应,应符合现行国家标准碳钢焊条GB/T5117或低合金钢焊条 GB/T5118地规定.2.47.自动焊接或半自动焊接以及气体保护焊接采用地焊丝和相应地焊剂应与主体金属地力学性能相适应,并应符合现行国家标准地规定.2.48.若需材料代用,必须经设计部门批准.2.5 施工安全规定:文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3
20、J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3
21、J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3
22、J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3
23、J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3
24、J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3
25、J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3J6J4K8U2文档编码:CP5K7R3J5V3 HJ1N2W6C2B9 ZY3
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