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A method for overall removal of box girder bottom formwork

A bottom formwork and box girder technology, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of construction unit schedule pressure, low efficiency of steel formwork, and high construction risk factor, saving materials and shortening operation cycle. , the effect of high safety

Active Publication Date: 2018-10-09
CCCC FIRST HARBOR ENG +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the bridge construction of railways, urban roads and highways, the removal of the base plate formwork has always been the difficulty and focus of the project. In the previous demolition of the bottom formwork of the box girder project, the traditional method is to manually remove the formwork. Methods The efficiency of dismantling tall formwork or steel formwork is low, and the construction risk factor is high. At the same time, the dismantled formwork needs to be assembled when it is used again. schedule pressure and cost pressure

Method used

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  • A method for overall removal of box girder bottom formwork

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Embodiment Construction

[0016] A method for dismantling a box girder bottom form as a whole, the steps of which are:

[0017] (1) Pre-buried formwork removal holes: 80mm formwork removal holes are pre-embedded before the roof is poured, so that the pre-embedded pipes used to set the formwork removal holes on the roof are at the same vertical position, and iron chains are inserted into the pre-embedded pipes;

[0018] (2) Penetrating bolt reinforcement: After the top slab is poured, the box girder bottom formwork and roof are reinforced with piercing bolts, and the contact position between the top plate and the piercing bolts is padded with a "concave" piercing gasket;

[0019] (3) The overall removal of the bottom formwork of the box girder: after the bolts are reinforced, the scaffolding at the bottom of the box girder is removed. After the scaffolding is removed, the electric hanger is moved to the top of the demoulding hole, and the piercing cap is used to connect the piercing Bolts, after the fas...

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Abstract

A box girder bottom formwork integral demolition method is implemented in the steps of a, pre-casting formwork demolition holes: pre-casting 80-mm formwork demolition holes before a top plate is casted, making the top plate and embedded pipes of a bottom formwork are positioned at the same vertical position, and penetrating iron chains into the embedded pipes; 2, strengthening by adopting two-ended bolts: strengthening the bottom formwork of the box girder and the top plate by adopting the two-ended bolts after the top plate is casted; and 3, integrally demolishing the bottom formwork of the box girder: after the scaffold at the bottom of the box girder is demolished, an electric cradle transferring the bottom formwork onto a handcart at the lower part of the box girder through the iron chains, and repairing the formwork demolition holes after the bottom formwork is transported. The method has the advantages that 1, the formwork integrity segmentation demolition technology does not use large hoisting equipment, the electric cradle is simple and quick to operate, and the strengthening method is firm; 2, the construction efficiency is high, mechanical operation is realized, the material use cost is low, and the safety coefficient risk is low.

Description

technical field [0001] The invention relates to the technical field of box girder engineering in the field of engineering construction, in particular to a method for integrally removing a bottom formwork of a box girder. Background technique [0002] In the bridge construction of railways, urban roads and highways, the removal of the base plate formwork has always been the difficulty and focus of the project. In the previous demolition of the bottom formwork of the box girder project, the traditional method is to manually remove the formwork. Methods The efficiency of dismantling tall formwork or steel formwork is low, and the construction risk factor is high. At the same time, the dismantled formwork needs to be assembled when it is used again. schedule pressure and cost pressure. [0003] How to combine the integrity of the bottom formwork of the box girder, the mechanical characteristics, and the safety of dismantling are the severe tests facing the project. The inventi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D2/04
CPCE01D2/04E01D21/00
Inventor 尹景燕刘俊王兵
Owner CCCC FIRST HARBOR ENG
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