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Steel structure concrete floating plate pouring supporting frame and construction method thereof
The invention discloses a steel structure concrete floating plate pouring supporting frame and a construction method thereof, which are suitable for building a cantilever structure supporting system of a steel structure with the floor height larger than 5 meters, and avoid the situation that a high and large formwork supporting system is needed, so that expert argumentation is avoided, a large amount of construction time is saved, and the construction period is shortened. The steel structure concrete floating plate pouring supporting frame comprises a supporting assembly and a mold assembly. The steel structure concrete floating plate pouring method comprises the steps that firstly, the position where the supporting assembly needs to be arranged is determined; secondly, an inclined supporting rod is welded to horizontal supporting rods; thirdly, the supporting frame is welded; fourthly, the third step is repeated, and welding of a plurality of supporting frames is completed; fifthly, cushion blocks are laid, and the cushion blocks are evenly laid on the horizontal supporting rods; sixthly, the mold assembly is laid on a cushion block; seventhly, the cushion block and the mold assembly are fixed; eighthly, reinforcing steel bar construction is conducted; ninthly, construction acceptance is conducted; and tenthly, concrete pouring is conducted.
本发明公开了一种钢结构混凝土飘板浇筑支撑架及其施工方法,适用于楼层层高大于5米的钢结构的悬挑结构支撑体系搭建,避免出现需要高大模板支撑体系的情况,从而避免了专家论证,节约了大量施工时间,缩短了施工工期。一种钢结构混凝土飘板浇筑支撑架包括:支撑组件以及模具组件。一种钢结构混凝土飘板浇筑方法包括步骤一、确认需要设置支撑组件的位置;步骤二、将斜撑杆焊接在水平撑杆上;步骤三、焊接支撑架;步骤四、重复步骤三,将若干支撑架均焊接完成;步骤五、铺设垫块,将垫块均匀铺设在水平撑杆上;步骤六、在垫块上铺设模具组件;步骤七、固定垫块和模具组件;步骤八、进行钢筋施工;步骤九、施工验收;步骤十、混凝土浇筑。
Steel structure concrete floating plate pouring supporting frame and construction method thereof
The invention discloses a steel structure concrete floating plate pouring supporting frame and a construction method thereof, which are suitable for building a cantilever structure supporting system of a steel structure with the floor height larger than 5 meters, and avoid the situation that a high and large formwork supporting system is needed, so that expert argumentation is avoided, a large amount of construction time is saved, and the construction period is shortened. The steel structure concrete floating plate pouring supporting frame comprises a supporting assembly and a mold assembly. The steel structure concrete floating plate pouring method comprises the steps that firstly, the position where the supporting assembly needs to be arranged is determined; secondly, an inclined supporting rod is welded to horizontal supporting rods; thirdly, the supporting frame is welded; fourthly, the third step is repeated, and welding of a plurality of supporting frames is completed; fifthly, cushion blocks are laid, and the cushion blocks are evenly laid on the horizontal supporting rods; sixthly, the mold assembly is laid on a cushion block; seventhly, the cushion block and the mold assembly are fixed; eighthly, reinforcing steel bar construction is conducted; ninthly, construction acceptance is conducted; and tenthly, concrete pouring is conducted.
本发明公开了一种钢结构混凝土飘板浇筑支撑架及其施工方法,适用于楼层层高大于5米的钢结构的悬挑结构支撑体系搭建,避免出现需要高大模板支撑体系的情况,从而避免了专家论证,节约了大量施工时间,缩短了施工工期。一种钢结构混凝土飘板浇筑支撑架包括:支撑组件以及模具组件。一种钢结构混凝土飘板浇筑方法包括步骤一、确认需要设置支撑组件的位置;步骤二、将斜撑杆焊接在水平撑杆上;步骤三、焊接支撑架;步骤四、重复步骤三,将若干支撑架均焊接完成;步骤五、铺设垫块,将垫块均匀铺设在水平撑杆上;步骤六、在垫块上铺设模具组件;步骤七、固定垫块和模具组件;步骤八、进行钢筋施工;步骤九、施工验收;步骤十、混凝土浇筑。
Steel structure concrete floating plate pouring supporting frame and construction method thereof
一种钢结构混凝土飘板浇筑支撑架及其施工方法
LI LIHONG (Autor:in) / WEI JIEQIANG (Autor:in) / SUN PENG (Autor:in) / SUI XIAODONG (Autor:in) / YANG YONG (Autor:in) / JIANG LEI (Autor:in) / ZHANG YUPING (Autor:in) / NA XINXIN (Autor:in) / LIU SHUYANG (Autor:in)
30.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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