A bridge post-tensioned prestressed tunnel pressure grout and preparation method thereof

A post-tensioning prestressing and channel grouting technology, which is applied in the field of bridge construction materials, can solve the problems of corrosion, low strength of laitance, fracture of steel hinge lines, etc., and achieves the effect of simple process, high strength and anti-corrosion.

Active Publication Date: 2017-09-12
上海宝生新型建材有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

During the construction of the first line, it was found that although grouting treatment was carried out at the parts where the grouting was not dense, the effect of grouting was seriously affected due to the existence of this layer of laitance, and the strength of this layer of laitance Low and loose, resulting in delamination after the hardening of the secondary pressure grout, endangering the corrosion of the prestressed steel hinge, and even causing the steel hinge to break, which affects the safety and durability of the bridge structure

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0012] A bridge post-tensioned prestressed tunnel pressure slurry is composed of Portland cement clinker, mineral powder, and grouting agent, according to Portland cement clinker 55%~85%, mineral powder 5%~25%, The grouting agent is 5%~25%, and it is prepared; the Portland cement clinker is ground first, and then the prepared mineral powder and grouting agent are added to the Portland cement clinker for uniform mixing, so as to obtain the compacted slurry.

Embodiment 2

[0014] A bridge post-tensioning prestressed tunnel pressure slurry, which is composed of Portland cement clinker, mineral powder, and grouting agent, or according to Portland cement clinker 60%~80%, mineral powder 10%~20% %, grouting agent 10%~20%, to prepare; first grind the Portland cement clinker, then add the prepared mineral powder and grouting agent to the Portland cement clinker for uniform mixing, so as to obtain The press grout.

Embodiment 3

[0016] A bridge post-tensioning prestressed tunnel pressure slurry, which is composed of Portland cement clinker, mineral powder, and grouting agent, and can also be prepared according to Portland cement clinker 65%~75%, mineral powder 12%~18 %, grouting agent 12%~18%, to prepare; first grind the Portland cement clinker, then add the prepared mineral powder and grouting agent to the Portland cement clinker for uniform mixing, so as to obtain The press grout.

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PUM

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Abstract

The invention belongs to the technical field of bridge construction materials, and in particular relates to a bridge post-tensioning prestressed tunnel press grout and a preparation method thereof, which is characterized in that the press grout is composed of Portland cement clinker, mineral powder and a grout agent , the proportioning of Portland cement clinker, mineral powder, grouting agent is: Portland cement clinker 55% ~ 85%, mineral powder 5% ~ 25%, grouting agent 5% ~ 25% . The above-mentioned bridge post-tensioned prestressed channel grouting material has a simple process. The key is that it does not contain gypsum, fly ash, volcanic ash and light substances in the grouting agent. During the pressure stabilization period and the hardening period, there will be no laitance at the highest point of the curved pipe, and the strength is high. When the grout is recharged, it will not cause delamination after the grout is hardened after the second repressurization, which can effectively prevent the prestressed steel hinge. Corrosion and breakage of wires have a major impact on the safety and durability of bridge structures, and are of great significance for widespread promotion.

Description

technical field [0001] The invention belongs to the technical field of bridge construction materials, and in particular relates to a post-tensioned prestressed tunnel pressure slurry for bridges and a preparation method thereof. Background technique [0002] At present, there is a certain amount of floating slurry at the highest point of the curved pipe during the grouting construction of the bridge prestressed tunnel. The floating slurry mainly comes from the light material in the raw material of the grouting material, and has low strength and looseness. These light substances will float up under the action of pressure during the grouting process and during the pressure stabilization period, and the bleeding produced under the action of pressure during the hardening process will also drive the light substances to float up. These light substances include: gypsum, fly ash, volcanic ash and light substances in the grouting agent; and depending on the length of the pipeline, th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04
Inventor 陈熙贵陈宇豪陈洋陈万里卢朝阳刘美萍
Owner 上海宝生新型建材有限公司
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