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Concrete column mould with fiber cloth reinforcement layer and using method thereof

A technology of concrete column and reinforcement layer, applied in the field of concrete, can solve the problems of complicated construction and easy falling off of fiber cloth, and achieve the effect of improving support performance, high strength, and improving torsion resistance.

Active Publication Date: 2022-07-01
广元市永昌建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Most of the current concrete columns use fiber cloth to cover the concrete column for protection, which can play a certain role in reinforcement, but the fiber cloth is easy to fall off, and the construction is more complicated

Method used

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  • Concrete column mould with fiber cloth reinforcement layer and using method thereof
  • Concrete column mould with fiber cloth reinforcement layer and using method thereof
  • Concrete column mould with fiber cloth reinforcement layer and using method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0037] Example 1: see Figure 1-4, a concrete column mould with fiber cloth reinforcement layer comprises a pair of top plates 1, a mould plate 2 is arranged between the pair of top plates 1, the mould plate 2 comprises four arc-shaped sealing plates 201 that are clamped to each other, the arc-shaped sealing plates The section of 201 is a quarter circle, and both ends of the arc-shaped sealing plate 201 are connected with sealing sheets that fit with the mold plate 2 to improve the sealing performance during concrete pouring. The four arc-shaped sealing plates 201 are spliced ​​together to form a cylinder. A clamping plate 202 is fixedly connected to one end of the arc-shaped sealing plate 201, a clamping block 203 is fixedly connected to the clamping plate 202, and one end of the arc-shaped sealing plate 201 away from the clamping plate 202 is cut with a fixing groove that matches the clamping block 203 204, a pair of top plates 1 are both drilled with a circular through hole...

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Abstract

The invention discloses a concrete column mould with a fiber cloth reinforcement layer and a use method thereof, belonging to the field of concrete, a concrete column mould with a fiber cloth reinforcement layer and a use method thereof. A mold plate is provided, and the mold plate includes four arc-shaped sealing plates that are clamped to each other. The four arc-shaped sealing plates are spliced ​​with each other to form a cylindrical mold. The clamping block, the end of the arc-shaped sealing plate away from the clamping plate is drilled with a fixing groove matching the clamping block, a pair of top plates are drilled with circular through holes, and a column core is inserted into the circular through holes, and the column core is drilled There are two pairs of wiring slots, the wiring slot is fixedly connected with a fixing plate, and the fixing plate is fixedly connected with a fiber textile cloth tape, which can realize the production of a concrete hollow column, and the fiber cloth is fixed on the column core to share the lateral force of the concrete column. , to improve the torsional capacity of concrete columns.

Description

technical field [0001] The invention relates to the field of concrete, and more particularly, to a concrete column mould with a fiber cloth reinforcement layer and a method for using the same. Background technique [0002] Earthquakes will cause damage to building structures and cause serious harm to human activities. After an earthquake disaster, apart from a small number of severely damaged building structures that need to be demolished and rebuilt, a relatively high proportion of building structures with mild or moderate damages. The reinforced concrete beam-column joint is the key part of the seismic system of the reinforced concrete frame structure, and the safety and reliability of the joint is the premise of the normal operation of the whole structure. In the building structure, the stress situation at the nodes is complex, and the damage is serious in the earthquake. [0003] At present, the commonly used reinforcement methods include increasing section method, bon...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G13/02E04G17/00E04G21/00
CPCE04G13/02E04G17/00E04G21/00
Inventor 栗发玲李艳秋杨阳
Owner 广元市永昌建设有限公司