Supporting system for casting concrete floor slab and beam bottom template

A technology for pouring concrete and supporting systems, applied in pillars, buildings, building structures, etc., can solve problems such as early demolition, and achieve the effect of reducing the risk of bending deformation, light weight, and good supporting effect.

Active Publication Date: 2015-06-03
泰博新型建筑科技(苏州)有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the supporting structure cannot be disassembled early, so further improvement is needed

Method used

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  • Supporting system for casting concrete floor slab and beam bottom template
  • Supporting system for casting concrete floor slab and beam bottom template
  • Supporting system for casting concrete floor slab and beam bottom template

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Embodiment Construction

[0033] The present invention will be further described below in conjunction with the accompanying drawings, but the present invention is not limited to the scope of the described embodiments.

[0034] see Figure 1-16 , a pouring concrete floor and beam bottom formwork support system, comprising at least four even-numbered support columns 1, at least two main beams 2 arranged in parallel, and multiple secondary beams 3 perpendicular to the main beams 2, on which the support columns 1 There is a thread-adjustable liftable pillar 4, on which the liftable pillar 4 is screwed with a late dismantling nut 6 with a rotating arm, and the top of the liftable pillar 4 is formed with a rectangular pillar cap 4a, between the liftable pillar 4 and the rectangular pillar cap 4a There are four ribbed plates 4b distributed in the circumferential direction by welding; the main beam 2 includes a main beam body 21 and detachable beam ends 22 fixedly connected to the two ends of the main beam bod...

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PUM

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Abstract

The invention discloses a supporting system for casting a concrete floor slab and a beam bottom template. The supporting system comprises a supporting post, main beams and secondary beams, wherein lifting supporting posts which can be adjusted by screw threads are arranged on the supporting post; a rectangular post cap is formed at the top end of each lifting supporting post; the main beams and the secondary beams are mainly made of an aluminum or steel profile material; an early detaching head is arranged on the middle part of each lifting supporting post; two lifting supporting posts are connected by supporting pressing strips to form detachment-delaying supporting groups; the supporting pressing strips are respectively lapped to the top surfaces of the two rectangular post caps from the two ends; the main beams are lapped to the two early detaching heads of two adjacent detachment-delaying supporting groups; the secondary beams are lapped to two parallel main beams through the two ends; the top surfaces of the secondary beams and the main beams are positioned in the same horizontal plane and support early detaching panels together; the top surfaces of the early detaching panels and the top surfaces of the supporting pressing strips are positioned in the same plane. The supporting system has the beneficial effects that early detachment can be realized by the supporting system, deformation of the cast floor slab and a cast beam is low, and the supporting system is light in weight, convenient to carry, high in erecting and detaching efficiency and low in manufacturing cost.

Description

technical field [0001] The invention relates to a building construction formwork support system, in particular to a support system for pouring concrete floor slabs and beam bottom formwork. Background technique [0002] Concrete slabs of buildings or structures, especially in basements and non-standard floors, have a high floor height, and their beams usually have large structural dimensions and heavy weight. Therefore, the mold cavity bottom plate needs to be larger during pouring. Supporting force to prevent floor and beam bending deformation, to ensure the service life of buildings or structures. The support of the existing beam bottom formwork is usually by erecting scaffolding, setting multi-layer criss-cross scaffolding steel pipes under the beam bottom, and fixing them on the supporting column steel pipes through scaffold hinges to support the slab bottom and the beam bottom formwork. In this way, not only the erection workload is large, but also the height adjustmen...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G25/04E04G25/06
Inventor 张健华王改利
Owner 泰博新型建筑科技(苏州)有限公司
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