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Compacting apparatus for prestressed pore passage grouting

A technology of hole grouting and compacting device, which is applied in the direction of structural elements, building components, building reinforcements, etc. It can solve the problems of unfavorable bleeding discharge and the inability to ensure the complete compactness of grouting materials, so as to achieve good bonding strength and increase longitudinal The effect of stiffness

Active Publication Date: 2009-09-02
BEIJING JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, through a large number of tests, it has been found that the grouting material around the prestressed tendons cannot be guaranteed to be completely dense by using these methods.
Because most of the traditional grouting channels use round pipes or flat pipes, these shapes of pipes are not conducive to the discharge of bleeding

Method used

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  • Compacting apparatus for prestressed pore passage grouting
  • Compacting apparatus for prestressed pore passage grouting
  • Compacting apparatus for prestressed pore passage grouting

Examples

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Embodiment Construction

[0027] The present invention is described further with accompanying drawing as embodiment:

[0028] A prestressed channel grouting compaction device, the device includes: a corrugated pipe with a mouth and matching joints and ends.

[0029] figure 2 It is a cross-sectional schematic diagram of a corrugated pipe with a pass, where 1 is the outer diameter of the bellows, and 2 is the inner diameter of the bellows.

[0030] image 3 yes figure 2 The enlarged picture of part A in the middle, where the mouth width L is generally less than 5mm, and the bellows is divided into upper and lower parts.

[0031] The ratio of the lumen area of ​​the upper bellows to that of the lower bellows in the pass is less than 20%;

[0032] The prestressed tendons are placed in the bellows lumen at the lower part of the pass, and the area of ​​the bellows lumen at the lower part of the pass is determined by the area of ​​the prestressed tendons.

[0033] Figure 5 It is the front view of the...

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Abstract

The invention discloses a device for grouting and compacting a prestressed channel, which comprises: a corrugated pipe with a pass, matching joints and ends. The mouth width of the corrugated pipe is L<5mm, and the mouth divides the bellows into upper and lower parts; the ratio of the area of ​​the upper lumen to the area of ​​the lower lumen is less than 20%; The rib area is determined. The supporting joint is in the form of two-piece outsourcing, and the two-piece joint is fastened through the upper and lower slide grooves. The supporting end is composed of three parts: connecting section, variable diameter section and equal section section. Among them, the structure and size of the connecting section are the same as those of the corrugated pipe with a pass, and are connected to the corrugated pipe with a pass through a joint; The part where the plate holes are connected. It overcomes the effect of cement slurry bleeding and makes the grouting material around the prestressed tendons completely dense. At the same time, the longitudinal stiffness of the bellows is increased.

Description

technical field [0001] The invention relates to a prestressed channel grouting device, in particular to a corrugated pipe with a pass different from the traditional single-section corrugated pipe and matching joints and ends used in post-tensioned prestressed concrete channel grouting construction. head. Background technique [0002] In the construction of post-tensioned prestressed concrete in the civil engineering industry, cement-based grouting materials are generally used for grouting the prestressed tendons after tension. Its role is to protect the durability of the prestressed tendons and increase the bonding force with the concrete. After the stretching of the prestressed tendons is completed, the prestressed tendons are located at the top of the prestressed tunnel due to the tension force. After the prestressed channel is grouted, the cement slurry with a larger specific gravity will be located at the bottom of the prestressed channel, while water and fine substanc...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04C5/10
Inventor 朱尔玉董德禄蒋红根
Owner BEIJING JIAOTONG UNIV