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Cantilever steel structure construction platform with formwork system and construction method
The invention discloses a cantilever steel structure construction platform with a formwork system and a construction method, and belongs to the technical field of building construction. A steel platform in the cantilever steel structure construction platform is composed of a plurality of cantilever beams and edge sealing beams. One end of the cantilever beam is vertically fixed on the first main structural beam, and the other end extends in the direction deviating from the building where the first main structural beam is located to form a cantilever end. Lug plates are arranged at the cantilever ends and connected with the second main structural beam and the third main structural beam through pull rods and steel wire ropes correspondingly. A formwork system is arranged below the cantilever beam and comprises an end plate, a cushion block, a formwork and a truss type support. The two ends of the truss type support are fixedly connected with the connecting pieces fixed to the web of the cantilever beam through the end plates correspondingly, so that the truss type support is arranged below the cantilever beam, and the steel platform is supported. The cantilever steel structure construction platform provided by the embodiment is convenient to erect, and the problem that the height is too high due to bottom formwork erecting is solved for a super-long high-altitude cantilever structure.
本发明公开了一种带支模体系的悬挑钢结构施工平台及施工方法,属于建筑施工技术领域。悬挑钢结构施工平台中的钢平台由若干悬挑梁和封边梁组成。悬挑梁的一端垂直固定于第一主结构梁上,另一端朝向背离第一主结构梁所在建筑物方向延伸形成悬挑端。悬挑端上设置耳板,分别通过拉杆和钢丝绳和第二主结构梁、第三主结构梁连接。悬挑梁下方设置支模体系,包括端板、垫块、模板和桁架式支架。桁架式支架的两端分别通过端板与固定在悬挑梁腹板上的连接件固定连接,使得桁架式支架设置于悬挑梁下方,对钢平台起到支撑作用。本实施例提供的悬挑钢结构施工平台搭设便捷,针对超长高空悬挑结构,避免底部支模而导致高度过高的问题。
Cantilever steel structure construction platform with formwork system and construction method
The invention discloses a cantilever steel structure construction platform with a formwork system and a construction method, and belongs to the technical field of building construction. A steel platform in the cantilever steel structure construction platform is composed of a plurality of cantilever beams and edge sealing beams. One end of the cantilever beam is vertically fixed on the first main structural beam, and the other end extends in the direction deviating from the building where the first main structural beam is located to form a cantilever end. Lug plates are arranged at the cantilever ends and connected with the second main structural beam and the third main structural beam through pull rods and steel wire ropes correspondingly. A formwork system is arranged below the cantilever beam and comprises an end plate, a cushion block, a formwork and a truss type support. The two ends of the truss type support are fixedly connected with the connecting pieces fixed to the web of the cantilever beam through the end plates correspondingly, so that the truss type support is arranged below the cantilever beam, and the steel platform is supported. The cantilever steel structure construction platform provided by the embodiment is convenient to erect, and the problem that the height is too high due to bottom formwork erecting is solved for a super-long high-altitude cantilever structure.
本发明公开了一种带支模体系的悬挑钢结构施工平台及施工方法,属于建筑施工技术领域。悬挑钢结构施工平台中的钢平台由若干悬挑梁和封边梁组成。悬挑梁的一端垂直固定于第一主结构梁上,另一端朝向背离第一主结构梁所在建筑物方向延伸形成悬挑端。悬挑端上设置耳板,分别通过拉杆和钢丝绳和第二主结构梁、第三主结构梁连接。悬挑梁下方设置支模体系,包括端板、垫块、模板和桁架式支架。桁架式支架的两端分别通过端板与固定在悬挑梁腹板上的连接件固定连接,使得桁架式支架设置于悬挑梁下方,对钢平台起到支撑作用。本实施例提供的悬挑钢结构施工平台搭设便捷,针对超长高空悬挑结构,避免底部支模而导致高度过高的问题。
Cantilever steel structure construction platform with formwork system and construction method
一种带支模体系的悬挑钢结构施工平台及施工方法
LOU YADONG (Autor:in) / CHEN WANLI (Autor:in) / HUANG JIAQI (Autor:in) / WU JIANRONG (Autor:in) / SHEN HANBIN (Autor:in) / HE JUNWEI (Autor:in) / LOU XIAOKAI (Autor:in)
29.08.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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