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Novel assembled wall column high-strength alloy steel formwork structure
The invention discloses a novel split mounting type wall column high-strength alloy steel formwork structure, and belongs to the technical field of wall column formworks. Four formwork bodies are gradually gathered together and combined into a rectangular frame matched with a wall column in size through a supporting mechanism, and then a bottom plate is pulled to rotate and move out of a containing groove; meanwhile, a connecting piece is pulled through an inclined supporting plate to move and descend under the limitation of a second sliding groove, after the bottom plate is attached to the ground, the connecting piece makes contact with the bottom end of the second sliding groove at the same time, the bottom plate cannot continue to rotate any more, at the moment, the inclined supporting plate is matched with the formwork body and the bottom plate to form stable triangular support, and the position of the formwork body is pre-limited; and meanwhile, the locking sleeve pieces are matched with the limiting pins to limit the positions of every two adjacent template bodies, the four template bodies are mutually limited, and therefore the situation that the template bodies deviate and are staggered is avoided.
本发明公开了一种新型拼装式墙柱高强合金钢制模板结构,属于墙柱模板技术领域,通过设置的支撑机构,使四个模板本体逐渐聚拢并组合为与墙柱尺寸匹配的矩形框架后,通过拉动底板,使底板旋转并从容置槽内部移出,同时通过斜撑板拉动连接件在第二滑槽的限制下移动下降,当底板与地面贴合后连接件也同时与第二滑槽底端接触,底板无法再继续转动,此时斜撑板配合模板本体和底板形成稳定的三角支撑并对模板本体的位置进行预限制,从而达到提高模板本体在受到外力推动后的稳定性的目的,同时锁定套件配合限位销对相邻两个模板本体的位置进行限制,四个模板本体之间相互限制,从而避免模板本体之间发生偏移并错位的情况发生。
Novel assembled wall column high-strength alloy steel formwork structure
The invention discloses a novel split mounting type wall column high-strength alloy steel formwork structure, and belongs to the technical field of wall column formworks. Four formwork bodies are gradually gathered together and combined into a rectangular frame matched with a wall column in size through a supporting mechanism, and then a bottom plate is pulled to rotate and move out of a containing groove; meanwhile, a connecting piece is pulled through an inclined supporting plate to move and descend under the limitation of a second sliding groove, after the bottom plate is attached to the ground, the connecting piece makes contact with the bottom end of the second sliding groove at the same time, the bottom plate cannot continue to rotate any more, at the moment, the inclined supporting plate is matched with the formwork body and the bottom plate to form stable triangular support, and the position of the formwork body is pre-limited; and meanwhile, the locking sleeve pieces are matched with the limiting pins to limit the positions of every two adjacent template bodies, the four template bodies are mutually limited, and therefore the situation that the template bodies deviate and are staggered is avoided.
本发明公开了一种新型拼装式墙柱高强合金钢制模板结构,属于墙柱模板技术领域,通过设置的支撑机构,使四个模板本体逐渐聚拢并组合为与墙柱尺寸匹配的矩形框架后,通过拉动底板,使底板旋转并从容置槽内部移出,同时通过斜撑板拉动连接件在第二滑槽的限制下移动下降,当底板与地面贴合后连接件也同时与第二滑槽底端接触,底板无法再继续转动,此时斜撑板配合模板本体和底板形成稳定的三角支撑并对模板本体的位置进行预限制,从而达到提高模板本体在受到外力推动后的稳定性的目的,同时锁定套件配合限位销对相邻两个模板本体的位置进行限制,四个模板本体之间相互限制,从而避免模板本体之间发生偏移并错位的情况发生。
Novel assembled wall column high-strength alloy steel formwork structure
一种新型拼装式墙柱高强合金钢制模板结构
MO JIAN (author) / CHEN WEI (author) / XI DAOXIN (author) / WANG CHENXIANG (author) / YANG QI (author)
2024-10-29
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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