(建筑工程管理)危险性较大的分部分项工程的验收
(改)
危险性较大的分部分项工程的验收
编制: ××× 审核: ××× 编制日期:××年××月××日
批准: ××× 目 录
B2-4-1 模板工程安全验收表 ·································································································· (26) B2-4-2 落地式钢管扣件脚手架搭设验收表 ········································································· (27) B2-4-3 悬挑式脚手架验收表 ·································································································· (28) B2-4-4 门型脚手架验收表 ······································································································ (29) B2-4-5 附着式升降脚手架验收表 ························································································· (30) B2-4-6 吊篮式卸料平台验收表 ····························································································· (34) B2-4-7 悬挑式卸料平台验收表 ····························································································· (35) B2-4-8 落地式卸料平台验收表 ····························································································· (36) B2-4-9 移动式操作平台验收表 ····························································································· (37) B2-4-10 安全防护设施验收表 ······························································································· (38) B2-4-11 施工现场临时用电验收表 ······················································································· (39) B2-4-12 桩工机械安装验收记录表 ······················································································· (40) B2-4-13 物料提升机验收表 ··································································································· (41) B2-4-14 施工升降机验收表 ··································································································· (42) B2-4-15 塔式起重机验收表 ··································································································· (50) B2-4-16 施工机具验收记录表 ······························································································· (58) B2-4-17 起重吊装验收表········································································································ (60)
模板支撑系统验收记录表
B2-4-1
模板工程名称: 砼、梁、柱、楼板模板工程 施工部位:
施 工 单 位: 中铁二十五局集团有限公司 支撑材料: 钢管 序号 1 验收项目 施工方案 验 收 要 求 方案完整,绘有施工详图,指导施工,支撑系统设计计算、审批手续齐全,作业前应进行安全交底,交底资料完整 检点记录 查安全资料 结 果 有经审批的方案内容齐全,有交底记录 2 支撑材质 钢管外径不得小于Φ48.3×3.6的钢管,无严重锈蚀、裂纹、变形 查支撑材料 (30根立杆) 查垫块(全数) 查方案与实物(纵、横距各30点) 采用Ф48.3×3.6的钢管,无变形、锈蚀 立柱底部的垫块材料,应符合施工组织设计要求,不得用砖块垫高 钢管支架立柱间距、扫地杆、水平拉杆、剪刀撑的设置应符合规范要求。立柱间距符合设计要求,纵向(1000)mm,横向(1000)mm 3 立柱稳定 立柱接长严禁搭接,必须采用对接扣件连接,相邻两立柱的对接接头不得在同步 内,且对接接头沿竖向错开的距离不宜小于500mm,各接头中心距主节点不宜大于步距 的1/3。 4 5 钢管接长及扣件 作业环境 采用扣件固定其紧固力矩为45~50N·M,钢管支撑接长,应采用对接,不准绑接 2M以上高处支模作业,操作人员应有可靠的立足点,防护设施完善 用5㎝厚木材作垫块 立杆纵距950㎜,横距1000㎜,有二道水平支撑 查接头30点 接头错开 测扣件力矩50点 查现场 采用对接,紧固力矩均大于50N·M 有操作架 验收意见: 经检查验收,模板支撑系统符合方案设计要求,同意上层钢筋施工。 验收人员: 合格牌编号 NO: 验收日期 监理 搭设班组负责人 技术负责人 落地式脚手架搭设验收记录表
B2-4-2
工程名称: 顾村镇宝安公路北侧1号地块 单位名称: 中铁二十五局集团公司 序号 1 2 3 4 5 验收项目 立杆基础 架体与建筑物拉结 防护栏杆及网 施工层底笆满铺 剪刀撑设置 脚手架材质 脚手架扣件 脚手架宽度 立杆间距 大小横杆 四步一隔离 登高设施 杆件搭设 通道口防护、重要设施防护棚 钢管脚手架接地 搭 设 要 求 坚实平整、有排水措施.立杆下铺5cm厚木板、搭设高>24米,应有基础设计方案 拉结点间距、水平、垂直距离符合要求,拉结材料符合要求,高度>24米不准采用柔性连接 自第二步起设栏杆扶手,按规定设置围档封闭,密目网符合要求,操作层及以下二步设踢脚板 踢脚板底笆与大横杆绑扎点不少于4点 每道剪刀撑宽度不应小于4 跨,且不应小于6m,斜杆与地面的倾角应在450~600 之间,自下而上连续设置,高度超过24m时,在脚手拐角及中间沿纵向每隔60°跨横向平面内搭设斜杆 6 7 8 9 10 11 12 13 14 钢管脚手管外径不得小于Φ48.3mm,壁厚不得低于3.6mm,无严重锈蚀、裂纹、变形、钢管无严重锈蚀、裂纹、变形,扣件紧固,抽检50扣件紧固力矩45~50N·m 按设计宽度(1)m搭设 立杆垂直偏差不大于全长的1/100H,立杆间纵距按设计(1.8m)m设置,偏差±50mm 横平竖直、大横杆的固定间距不大于6m、挠度不大于杆长1/150 每四步设一道隔离措施,第一道隔离设在结构的首层 应设在脚手架外侧,斜道坡度按设计(1/3)设置并设防滑条,上下爬梯装设稳固 接头错开,剪刀撑杆件接长不小于l m,立杆对接必须交叉进行 按结构高度,搭设通道防护棚:长度(3)m设计方案要求 四角应设接地保护及避雷装置 注: 1.验收栏目内有数据的,必须在验收栏内填写实测的数据,无数据用文字说明。 2.此验收表只能作一次使用,分阶段验收合格后挂牌,每次验收合格后挂一次牌。验收合格牌必须有编号,并注明验收日期。 3.脚手架在使用过程中,必须要有定期的检查、保养制度。 监理负责人 专业单位技术负责人 只力矩均大于50N·M 按设计宽度1m搭设 立杆纵距按设计(1.8m)m设置,偏差小于50mm 横平竖直,大横杆每一跨一固定 首层已设隔离措施,以上每四步一隔离 登高措施在脚手架外侧,有防滑条 剪刀撑杆件搭接长度为1m,接头错开 按结构高度已搭设双层防坠棚,上层为夹板,下层竹片 四角已设接地保护及避雷装置 每6m设一剪刀撑,夹角在45°~60°之间,连续设置 检验结果 有经审批的方案,基础坚实平整,有排水有垫板 每3步2跨有一拉结点,刚性拉结 第二步以上已设扶手栏杆,围档封闭,并有三步踢脚板 底笆与大横杆四点绑扎 验收意见: 经验收合格,在使用过程中应有专人进行“管、用、养、修” 参加验收人员: 脚手架总高度 验收日期