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Prestressing system device of concrete structure and uses of the device

A concrete structure and prestressing technology, applied in the field of prestressing systems, can solve the problems of accelerated corrosion, insufficient grouting, inability to replace prestressed tendons and detect stress, etc., to achieve improved corrosion resistance, low cost, easy maintenance and Monitoring the effect

Inactive Publication Date: 2009-05-27
CCCCRUITONG ROAD & BRIDGE MAINTENANCE TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The purpose of the present invention is to provide a method to solve the problem that the current grouting is not full, and at the same time overcome the problem of accelerated corrosion of prestressed tendons caused by grouting, and solve the problems that prestressed tendons cannot be replaced and stress detected due to grouting. Device for prestressing system of concrete structure

Method used

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  • Prestressing system device of concrete structure and uses of the device
  • Prestressing system device of concrete structure and uses of the device
  • Prestressing system device of concrete structure and uses of the device

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Embodiment Construction

[0022] Accompanying drawing is embodiment of the present invention

[0023] Below in conjunction with accompanying drawing, content of the present invention will be further described:

[0024] Referring to Figure 1, the two ends of the steel strand are fixedly connected to the anchor head, one end of the anchor head is connected to the anchor backing plate, the anchor backing plate is connected to the spiral reinforcement and the grouting hole 9, and the other end of the anchor backing plate is connected to the forming pipe. The inner cavity of the forming pipe is poured with cement slurry 10 through the grouting hole.

[0025] As shown in Figure 2, the two ends of the steel strand 6 are fixedly connected to the first-level anchor head 1, the anchor plate 8 is connected to the spiral rib 3, and the second-level anchor head 2 is also connected in series behind the anchor head 1. One end of the secondary anchoring anchor head 2 is connected to the anchor plate 8, the other end ...

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Abstract

The invention disclose the concrete structure prestressed system device and preparing method. The two ends of steel wires is connected with one level anchorage, anchor bearing plate is connected with screwed tendon, one-level anchor is connected with second level anchor in series, second level anchor is connected with anchor bearing plate, the other end of it is connected with formed pipe, and in formed pipe intracavity there is damping device, steel wires and air cavity. The method comprises the following steps: the surface of formed pipe and steel wires carrying out antiaging treatment, steel wires threading formed pipe and anchor bearing plate cave, fixing the one-level and second level anchor and anchor bearing plate, opening the two sides of one-level and second level anchor, stretching the steel wires with jack, when stretching to design stress, locking one-level anchor, jack oil returning; locking second level anchor; inflating to air cavity, not squeezing prestressed pipe. The device has the advantages of simple structure, easy construction, low cost, wide application and good social and economy benefit.

Description

technical field [0001] The invention relates to a concrete prestressing system in civil engineering, and is especially suitable for the device and the application of the device of the prestressing system in the concrete structure. Background technique [0002] From the completion of the first Walmart Bridge over the Rhine with a span of 100 meters in the 1950s to the end of the 20th century, the span of prestressed concrete has exceeded 300m. At present, more than 80% of the bridges in the world use prestressed concrete structures. In 1956, China built the first 23.9m prestressed concrete railway simply supported bridge; West Liuzhou Bridge; the 144m Fuzhou Wulong River Bridge and the 184m Chongqing Yangtze River Bridge; the Panyu Luoxi Bridge with a main span of 180m built in Guangdong from the late 1980s to the early 1990s; the Humen auxiliary channel bridge with a main span of 280m built in 1998. It is the largest span in the world. As concrete structures are affected b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): B28B23/08
Inventor 许宏元
Owner CCCCRUITONG ROAD & BRIDGE MAINTENANCE TECH
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