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门式脚手架的搭设3步高度室内装饰用安全要求

门式脚手架的搭设3步高度室内装饰用安全要求

浏览：25次 | 提问时间： 08-05 03:18

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5个答案

边爱人 08-05 03:19

搭设高度，是要在哪儿搭设，室内还是室外或者满堂架是门式脚手架么

装不出不羁 08-05 03:27

,时间也可以节省很多室内装修一定要用门子型的脚手架.,在室内比较方便,那样在室内方便移动.,但在租脚手架的时候一定要租上划*,省去来回移动的麻烦,因为在室内门字的高度可以调3种

深情似狗何必狗咬狗 08-05 03:36

脚手架搭设规范要求（一）基本要求1.重要的脚手架必须制定施工方案，必要时制定安全保证措施。 2.高度25m以上的脚手架必须采用扣件式钢管脚手架，其单立杆脚手架高度宜控制在50m以内；高度超过50m的脚手架应采用*立杆、钢丝绳斜拉、分段卸荷等有效措施，并另行专门设计。3.脚手架的设计须满足工程的需要，并标明其用途、最大静荷载、最大动荷载及水平受力等；所选定的设计参数和构配件，不得低于现行*和行业相关安全技术规范标准。4.脚手架在施工中需要改变原有结构、加高（宽）、改为它用等情况下，须经技术部门验证，并经审批。（二）技术要求钢管脚手架所用材料须符合下列要求：1.钢管外径应为48～51mm，壁厚3～3.5mm，长度以2.1～2.8m和4～6.5m为宜，有严重锈蚀、弯曲、裂纹、损坏的不得使用。2.扣件应有出厂合格证明，凡脆裂、变形、滑丝的不得使用。 3.钢制脚手板应采用厚2～3mm的3号钢钢板，以长度1.4～3.6m、宽度23～25cm、肋高5cm为宜，两端应有连接装置，板面有防滑孔，凡有裂纹、扭曲的不得使用。4.脚手架的立杆、大小横杆的间距根据脚手架的使用情况具体确定，但不得超过以下值：横向立杆纵向立杆大横杆小横杆小横杆挑出的悬臂长 1.5m 2.0m 1.2m 1.5m 0.45m5.斜道板、跳板的坡度不得大于1:3，宽度不得小于1.5m。 6.木架杆:铁丝用8#二、脚手架分类脚手架是为建筑施工或安装施工而搭设的上料、堆料以及施工作业用的临时结构架。1、按所用的材料：分为木脚手架、钢脚手架和软梯。2、按是否可移动：分为移动脚手架和固定脚手架。3、按施工的性质：分为建筑脚手架和安装脚手架。4、按搭接形式和使用用途分为（1）单排脚手架（单排架）：只有一排立杆，横向水平杆的一端搁置在墙体上的脚手架。（2）双排脚手架（双排架）：由内外两排立杆和水平杆等构成的脚手架。（3）结构脚手架：用于砌筑和结构工程施工作业的脚手架。（4）装修脚手架：用于装修工程施工作业的脚手架。（5）悬挑脚手架：应于设备安装或检修悬挑作业的脚手架。（6）模板支架：用于支撑模板的、采用脚手架材料搭设的架子。5.按遮挡大小分为（1）敞开式脚手架：仅设有作业层栏杆和挡脚板，无其它遮挡设施的脚手架。（2）局部封闭脚手架：遮挡面积小于30%的脚手架。（3）半封闭脚手架：遮挡面积占30%～70%的脚手架。（4）全封闭脚手架：沿脚手架外侧全长和全高封闭的脚手架。（5）开口型脚手架：沿建筑周边非交圈设置的脚手架。（6）封圈型脚手架：沿建筑周边交圈设置的脚手架。

世界太假 08-05 03:52

、相关规范：《建筑施工门式脚手架安全技术规范》（JGJ128-2000）

把时间冻结 08-05 04:01

门式脚手架施工方案：1、门架式脚手架的搭设⑴脚手架的搭设顺序: 安放底座→首步架装在底座上→装剪力撑→铺设脚踏板(或平行架)插上驳芯→安装上一步门架→装上锁臂。⑵门架式脚手架应从一端一开始向另一端搭设，在首步脚手架搭设完毕后再搭设上一步脚手架。⑶根据垫板(或垫块)上划出的位置安装底座并插入首层两榀门架，随即装上交叉撑，锁好锁征，以保证装好的门架稳定。⑷依次搭设以后的门架；每搭设一榀门架即安装好剪力撑并锁好锁片，并用钉子固定底座以防滑移。⑸当首步脚手架搭设完毕后，应用水准仪检测门架的标高，用可调底座调整高度，使门架上部标高一致。⑹在门架上端的锁座上依次装上锁臂，锁臂的方向应注意另一端一律向上，弯曲一致，不要错向，以免与上一步门架连接时无法就位安装。⑺在最初两榀门架用剪力撑固定后，即安装脚踏板或水平架，其两端的卡钩锁片应随安装随锁紧。⑻首步门架式脚手架搭设完毕后，可从首步脚手架的搭设终点一端，向回搭设第二步脚手架，以防止接头处因误差而造成的联接困难。⑼在向上搭设门架式脚手架时，应同时在规*置同步安装钢扶梯，底步钢扶梯的底端必须用一根钢管将扶梯底端固定于门架底部，持端头的卡钩锁片必须随手锁紧。⑽对整片的门架式脚手架，要加水平加固杆和交叉加固杆以增加整体刚度。水平、交叉加固杆采用钢管，用扣件与门架立直连接。交叉加固杆与门架立杆的夹角应为45°左右。⑾在搭设门架式脚手架时的同时，必须相应跟上安装外侧安全网。2、门架式脚手架节点处理⑴门架式脚手架在建筑物转角处的连接可采用短钢管和扣件将期连成整体。连接短钢管应在每步门架的顶部和距顶部900mm处各设一道以便于铺设脚手板和增加转角位置的刚度。⑵门架式脚手架与建筑物转角处的连接采用联结杆，以保证脚手架的整体稳定性。联结杆的间距，竖直方向每楼层不大于4m，水平方向每4m跨设置一个联结点。有安全斜挡板的斜杆受压点宜适当加密些。⑶对于建筑物的出入口，施工设备附墙处等需要脚手架留的洞口，垂直断口的地方，可采用先全面，搭后局部拆，再用钢管加固的办法处理，并要在洞口顶上两角用斜钢管进行加固。⑷门架式脚手架一次搭设高度超50m时，宜将脚手架设于钢挑梁上，并专门制定相应的施工方案。3、脚手架的拆除⑴脚手架拆除前应先做好建筑物表面的产品保护措施，脚手架上的杂物和*应清理完毕，并已有周密的脚手架拆除方案，向有关人员进行安全技术交底。做好*戒范围和有关危险标志。⑵门架式脚手架的拆除顺序刚好与搭设顺序相反，即自上而下，后装先拆，先装后拆，逐步进行。⑶从脚手架顶部开始拆除，先自脚手架一端开始拆除顶部的扶手和栏杆柱，再拆除脚踏板(或水平架)依次拆除扶梯、交叉杆、门架，取出驳芯。当一步脚手架拆除后再拆下一步脚手架，直至基底。⑷脚手架与建筑物间的联结杆不得提前拆除。⑸拆除连接部件时，应先将销座上的销板和卡钩上的锁片板至开启位置，不可硬拉，严禁敲击而损坏部件。⑹拆下的门架等部件，应小心向下运送，严禁抛掷。

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