地下室顶板专项施工技术方案.pdf
地下室顶板模板专项施工方案一?编制依据:1.本工程设计施工图纸及其标准图(包括设计变更?图纸会审记录?设计交底等设计文件)?工程地质报告2.本工程地施工组织设计3.混凝土结构工程施工质量验收规范(GB50204-2002)4.建筑工程施工质量验收统一标准(GB50300-2001)5.建筑施工扣件式钢管脚手架安全技术规范(JGJ130-2001)6.建筑施工手册(第四版)7.建筑施工安全检查标准(JGJ59-99)8.建筑施工高处作业安全技术规范(JGJ80-91)9.建筑拆除工程安全技术规范(JGJ147-2004)10.建筑施工模板安全技术规范(JGJ162-2008)二?工程简况(一)地理位置银河湾明苑工程位于常州劳动中路以南?龙游路以北?红梅南路以东?清凉东路以北?建筑总面积 28773.19,地上 14 层,地下二层,工程由公寓式办公楼?商铺?地下室组成,框架-剪力墙结构?(二)结构设计简况本工程 0.00m 相当于黄海高程5.15m,地下室两层,-2层底板面标高为-8.4 m,-1层楼面标高为-4.8 m,基础形式为桩+筏基础及承台+防水板基础?1?-2 层顶板:板厚 250,面标高-4.8M,层高 3.6M,模板搭设高度 3.35m,主梁断面尺寸主要为 600950?500800,次梁断面尺寸主要为400800?2?-1 层顶板:板厚 300,面标高-1.0,层高 3.8M,模板搭设高度 3.50m,主梁断面尺寸主要为 6001100?600950,次梁断面尺寸主要为500900?三?排架施工方案(一)排架搭设方案搭设所用钢管全部采用 48 3.0,木方用 50mm 100mm,模板采用15mm厚多层板?每根立杆底部设置垫板,垫板厚度不小于50mm?1?板底排架板底模用 15 厚多层板,板底肋用 50 100 木方,间距 250。立杆纵距为800,立杆横距为800,板底纵横向钢管间距800,立杆顶部采用 双扣件 与板底纵横向钢管连接。排架水平杆步距1500,在离楼(地)面 200 高处设一道纵横向扫地杆?2?梁底排架(1)-2层顶板主梁600950?500800,-1层顶板主梁6001100?600950,采用15 厚多层板底模和侧模,侧模内肋用50 100 木方,间距 200,外肋采用 48 3.0 双钢管,间距 400。梁高中部设1 道12 对拉螺栓,水平间距 400。支撑排架梁底木方3 根(竖放),梁两侧立柱间距1000,梁底增设1 道承重立杆纵距800,梁底支撑小横杆间距400。排架水平杆步距1500,在离楼(地)面 200 高处设一道纵横向扫地杆?(2)-2层顶板次梁400800,-1层顶板次梁500900,采用 15 厚多层板底模和侧模,侧模内肋用50 100 木方,间距 200,外肋采用 48 3.0 钢管,间距 400。支撑排架梁底木方 3 根(竖放),梁两侧立柱间距1000,立柱梁跨度方向间距800,梁底增设1 道承重立杆,立柱纵距800,梁底支撑小横杆间距400。排架水平杆步距1500,在离楼(地)面 200 高处设一道纵横向扫地杆?排架搭设时先在底板或楼面上由测量人员放线定位确保排架位置地准确性,以利于梁模板支架地搭设?文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3梁纵向立杆板底搁栅 杉木枋剪刀撑直径48钢管 梁、板模板安装示意图梁截面扫地杆水平杆直径48钢管直径48钢管直径48钢管梁400主梁纵向加一排立杆 800双扣件(二)钢管扣件排架搭设要求1?排架钢管应采用现行国家标准直缝电焊钢管(GB/T 13793)或低压流体输送用焊接钢管(GB/T 3092)中规定地Q235 普通钢管,其质量应符合现行国家标准碳素结构钢(GB/T 700)中 Q235-A 级钢地规定,不得使用有严重锈蚀?弯曲?压扁及裂纹地钢管?2?扣件采用可锻铸铁制作,其材质应符合现行国家标准钢管脚手架扣件(GB 15831)地规定?扣件在螺栓拧紧扭力矩在40-65Nm,并且保证达65Nm时不发生破坏?连接用地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?3?排架必须设置纵?横向扫地杆?纵向扫地杆应采用直角扣件固定在距底座上皮不大于200mm处地立杆上?横向扫地杆应采用直角扣件固定在紧靠纵向扫地杆下方地立杆上?4?梁?板底横杆与立杆连接必须采用双扣件?文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U35?支模架应由架子工(持证)搭设,施工前做好每项安全技术交底,施工时随做随检,做好记录,验收合格后才能进入下道工序施工。6?垂直剪刀撑严格按规范设置,并与地面顶紧。其它未尽事宜,应严格按照有关规范执行,确保安全?四?混凝土浇捣注意事项由于板厚较大,所以在浇捣混凝土时所产生地施工荷载对排架有着至关重要地影响,所以需注意以下事项:1?浇捣梁混凝土时分层浇捣,尽量让荷载均匀分布,采用由中部向两边扩展地浇筑方式,确保模板支架施工过程中均衡受载?2?框架柱根据楼层结平标高分层浇筑,浇至顶板梁底23cm,然后顶板?梁一起浇至设计标高?3?为了避免内模被冲坏和侧移,减少浇筑冲力,混凝土输出口必须安装90 度弯头,以减小倾倒混凝土地施工荷载?4?严格控制实际施工荷载不超过设计荷载1 kN/m2,对出现地超过最大荷载要有相应地控制措施,钢筋等材料不能在支架上方堆放?5?浇筑过程中,派人检查支架和支承情况,发现下沉?松动和变形情况及时解决?并在浇筑前对施工区域设置警戒线,不准人员进入排架内部?6?浇筑前必须有参建各方地书面验收通过手续方可实施?五?排架地拆除1?排架拆除前应有工程工程师召集有关人员对工程进行全面检查,确认相应部位顶板混凝土均已达到设计强度,确已不需要时排架方可拆除?2?支撑系统地拆除作业必须自上而下逐步进行,严禁上下步同时拆除作业,分段拆除地高差不应大于2 步?3?拆除排架时,地面应设围栏和警戒,并派专人看守,严禁非操作人员入内?4?拆下地杆件与零配件应分堆,严禁高空抛掷?文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3六?排架地安全使用及管理1?进入施工现场人员必须戴好安全帽,高空作业人员必须佩带安全带,并应系牢?2?操作者应有特种作业上岗证,身体健康,并在接受本工程工程部地安全交底后方可上岗?经医生检查认为不适宜高空作业地人员,不得进行高空作业?3?二步架以上施工时应佩带安全带,严禁向下抛扣件等物品,上部施工时,地面应有专人警戒守护?4?作业人员应衣着灵便,但不准赤膊裸身?应脚穿软底防滑鞋?5?施工中若发生安全设施隐患或缺陷,务必及时处理或停工,并向上级汇报,班前?班后均应检查已施工部分地质量,安全情况,并按查验情况逐次以记录?6?排架地搭设还是拆除,均不得上?下步同时作业?7?严禁强风?雨?雪及夜间高空搭设和拆除作业操作?8?在排架使用期间,严禁拆除主节点处地纵横向水平杆?纵横向扫地杆等?9?模板支撑系统搭设后至拆除地使用全过程,立杆底部不得松动,不得任意拆除任何一根杆件,不得松动扣件,不得用作起重缆风地拉结?10?混凝土浇筑应尽可能使排架支撑系统均匀受载?11?严格控制模板支撑系统地施工荷载,不得超过设计荷载,在施工中应有专人监控?12?在混凝土浇筑过程中应有专人对模板支撑系统进行监护,发现有松动?变形等情况,必须立即停止浇筑并采取相应措施?13?搭拆脚手架时,地面应设围栏和警戒标志,并派专人看守,严禁非操作人员入内?七?应急救援预案(一)简况在超厚模板区域内施工极可能发生高空坠落?模板坍塌?物体打击等重大事故?本预案针对上述可能发生地高空坠落?模板坍塌及物体打击紧急情况进行应急准备和响应?(二)机构设置文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3为对可能发生地事故能够快速反应?求援,工程部成立应急救援领导小组,由工程经理任组长,负责事故现场指挥,统筹安排等?工程部应急救援领导小组当施工发生事故,若应急救援小组组长不在位时,由副组长负责现场指挥救援?施工现场紧急情况处理流程图应急救援领导小组地职责1?负责制定事故预防工作相关部门人员地应急救援工作职责?2?负责突发事故地预防措施和各类应急救实施地准备工作,统一对人员,材料物资等资源地调配?3?进行有针对性地应急救援应变演习,有计划区分任务,明确责任?发现人发现后立即向工程经理或现场负责人报告公 司 质 量 安 全 管理部负责人工 程 经 理 或 现 场负责人迅速作出判断，下达应急指令；同时以最快方式向本单位工程部门、经理报告，并根据情况的严重程度决定是否报跟踪应急处理情况，必要时赶赴现场协助处理；处理完毕后，评审应急准备和响应程序，必要时修订文件。组长工程经理副组长施工负责人组 员施工员、安全员、材料员各施工班组成员文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U34?当发生紧急情况时,立即报告公司应急救援领导小组并及时采取救援工作,尽快控制险情蔓延,必要时,报告当地部门,取得政府及相关部门地帮助?(三)应急救援工作程序1?当事故发生时小组成员立即向组长汇报,由组长立即上报公司,必要时向当地政府相关部门,以取得政府部门地帮助?2?由应急救援领导小组,组织工程部全体员工投入事故应急救援抢险工作中去,尽快控制险情蔓延,并配合?协助事故地处理调查工作?3?事故发生时,组长或其他成员不在现场时,由在现场地其他组员作为临时现场救援负责人负责现场地救援指挥安排?4?工程部指定专人负责事故地收集?统计?审核和上报工作,并严格遵守事故报告地真实性和时效性?(四)救援方法1?地当发生模板坍塌事故时,立即组织人员及时抢救,疏散施工人员,防止事故扩大,在有伤亡地情况下控制好事故现场。2?报 120 急救中心,到现场抢救伤员?3?急报工程部应急救援小组?公司和有关应急救援单位,采取有效应急救援措施。4?清理事故现场,检查现场施工人员是否齐全,避免遗漏伤亡人员,把事故损失控制到最小。5?预备应急救援工具:常用药箱等?八?排架计算书计算说明:1?本工程地下室楼板厚有两种:-2层板厚250,层高 3.6M。-1 层板厚 300,层高3.8M?所以对两种板厚模板分别进行验算?2?梁模板及支架计算时,因-2 层梁截面主要为600 950,对应层高3.6M。-1 层梁截面主要为 6001100,对应层高 3.8M,所以计算按-1 层梁截面 6001100 计算?文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L6 ZB8D3I6N8U3文档编码:CY8C4U1M4T7 HR10B10O4W1L
