Method for erecting slab form with ribbed beam

A technology of floor formwork and rib beams, which is applied in the field of support of ribbed beam floor formwork, can solve the problems of inconsistent heights of load-bearing poles and difficult construction, and achieve the effects of difficult construction, convenient operation and high stability

Active Publication Date: 2015-02-04
海南万泰建筑工程有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to provide a method for supporting ribbed slab formwork, which solves the problem of inconsistency in the height of the load-bearing uprights and at the same time makes the support system more stable
[0005] The ribbed beam floor formwork support method provided by the invention solves the problem of high construction difficulty caused by inconsistent heights of load-bearing vertical poles, has the characteristics of convenient operation and strong practicability, and is suitable for ribbed beams with a height of 0.8m to 1.6m Rib beam slab formwork construction, and the stability of the entire support system is high

Method used

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  • Method for erecting slab form with ribbed beam

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Embodiment Construction

[0008] As shown in the figure, the method for supporting ribbed slab formwork provided by the present invention includes A. setting up the ribbed formwork support system; The wooden square 10 is supported on the wooden square 11 of the rib beam main joist, and the rib beam main joist wooden square 11 transmits the upper load to the back of the ground or the lower floor through the load-bearing vertical pole 12, and the rib beam main joist wooden square 11 is erected on the Slab support system, when erecting the slab support system, the lower end of the support rod composed of the vertical steel pipe 4 and the adjustable support 8 can be supported on the main keel wooden square 11 of the rib beam, and the adjustable support 8 can be supported at the bottom of the rib beam. On the rib beam main keel wooden square 11, the height adjustment range of the adjustable support 8 is 800mm, the horizontal steel pipe 5 is horizontally fastened to the upper end of the vertical steel pipe 4 ...

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Abstract

The invention discloses a method for erecting a slab form with a ribbed beam. The method is characterized by comprising the following steps of A, erecting a ribbed beam form support system; B, overhanging a ribbed beam main channel batten at the bottom of the ribbed beam, and erecting a plate support system on the ribbed beam key keel batten, wherein the lower end of a support rod consisting of a vertical steel pipe and an adjustable support is supported on the ribbed beam key keel batten, a horizontal steel pipe is horizontally fastened to the upper end of the vertical steel pipe through a bowl type fastener, a plate keel batten is supported on the horizontal steel pipe and is intersected with the horizontal steel pipe and a form is erected on the plate keel batten. The method has the characteristics of convenience in operation and high practicability.

Description

technical field [0001] The invention relates to a method for supporting a formwork of a ribbed floor slab, which is suitable for the field of building construction. Background technique [0002] The traditional support method of ribbed slab formwork is that the support systems of the beam and the slab are separated from each other, and the load is transmitted independently through the respective support systems. Setting up independent support systems for the beams and slabs will inevitably lead to inconsistent heights of the load-bearing poles, which will increase the difficulty of construction. In addition, the construction load of the ribbed slab is not uniform, the load gap between the beam and the slab formwork is large, the force of the support system is uneven, and there are few structural parts that can be connected with the support system, so the stability of the ribbed slab formwork support system requires High, the rigidity of the support system itself needs to be...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G11/40E04G11/50
Inventor 罗海军
Owner 海南万泰建筑工程有限公司
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