外墙面砖及涂料施工方案VIP免费

1/13目录1.0工程概况···················································································22.0施工部署···················································································23.0主体外墙抹灰超厚及窗洞口偏差处理··································34.0外墙面砖及涂料的施工···························································35.0面砖进度计划主要控制点：···················································76.0劳动力计划及安排···································································77.0质量安全保证措施···································································78.0成品保护措施：······································································99.0外挑架搭设安全注意事项·······················································91.0工程概况郑东新区宏远公司商住楼工程位于郑东新区CBD起步区。本工程为商住楼，由三栋塔楼组成。南北两侧为住宅，中部为办公，裙房1~3层为商场。外墙装饰办公主楼部分及裙房部分采用干挂花岗岩，两侧住宅贴面砖。除楼层檐口、窗套、空调机托板、腰线为牙白色外墙涂料外，其余均采用100*100浅粉色面砖。二栋共计面砖约13250㎡。裙房部分干挂xx施工方案另报。2.0施工部署2．1项目将组织强有力的且具有丰富经验的施工人员进行外装饰施工。2/13项目派具有多年装饰经验的邱晓寅、贺芝健同志主抓外墙装饰工作。监督并检查内外装修质量.全面负责外墙装修的质量、进度、安全工作,力保外墙面砖如期优质完成。2．2外墙队伍经过严格筛选，使用在施工了多个优良工程的浙江队。同时要根据他们在上部的施工质量来决定取用，一旦发现队伍技术不过关，质量达不到优良，就坚决清退出场，决不姑息迁就。坚定不移地竖立质量这面旗帜，为裕鸿项目再创新高。2．3搅拌站要重新布置，力求在塔吊允许半径范围内设两台搅拌机,用塔吊+吊斗进行垂直运输上料,再从楼顶或提升架、外挑架顶部用串桶下砂浆。2．4提前做好施工条件的准备工作,吊线检查墙体的整体垂直偏差和外墙窗洞口的左右上下偏差.并根据统计资料进行分析研究,结合实际面砖排版的模数要求调整窗洞口的实际尺寸并制定出外墙及窗边抹灰超厚部分的处理措施。2．5质保部要跟踪检查各道工序的施工质量.前道工序质量不合格不准进入下道工序施工.技术部门要随时检查施工过程中的技术措施是否符合现场施工的要求,并监督实施到位。要经常密切联系实际情况，调整技术方案,以备现场之需。2．6由于外窗采用净口安装施工，根据工程实际情况，决定对外墙先检查墙面的整体垂直情况，先做好外窗安装的洞口。创造良好的施工条件和立樘依据。2．7由于工期紧，根据现场实际情况采用从搭设外双排架的方式来解决外施工脚手架的问题。2．8在正式贴面砖之前，先做样板，并进行预排版，征求业主同意样板做法后方可大面积推进施工。此事由邱晓寅、杨新华负责。3.0主体外墙抹灰超厚预防及窗洞口预防偏差处理措施如果墙体局部出现施工偏差，导致部分外墙垂直度偏差和窗洞口施工偏差较大，为此，特制定以下处理措施进行处理：3/133．1根据现场吊线作的灰饼情况，抹灰总厚度在50mm之内的，要求先在主体上双向@500用Φ8膨胀螺栓固定在主体结构上，然后加订一层钢丝网片。在钉网片前先抹一层5mm砂浆，且要求网眼在20~30mm，Φ8膨胀螺栓...