Pretensioned prestressing box girder strain and relaxation process

A prestressing and pretensioning technology, which is applied in the processing of building materials, construction, building construction, etc., can solve the problems of poor synchronization, low work efficiency, and low safety, so as to achieve safe tensioning operations and improve the efficiency of tensioning , to avoid the effect of inefficiency

Inactive Publication Date: 2008-02-13
CHINA RAILWAY HI TECH IND CORP LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In terms of tensioning process, single tensioning and multiple tensioning are used, but due to the small tensioning tonnage, the selected jack has a relatively small tonnage, a small stroke, and a small pressure on the oil circuit device. The protection and support of the jack during the tensioning process Iron pads are often used, which has low work efficiency; in terms of prestress relaxation, the methods used include small-tonnage jacks first pulling and then loosening, sand box relaxation, sliding wedge relaxation and screw relaxation, etc. These prestress relaxation methods are not safe. Terminal synchronization is poor and efficiency is relatively low
However, there is no literature report on the tensioning and releasing process of the pre-tensioned prestressed concrete simply supported beam with a tonnage of 5200t using broken line reinforcement.

Method used

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  • Pretensioned prestressing box girder strain and relaxation process
  • Pretensioned prestressing box girder strain and relaxation process
  • Pretensioned prestressing box girder strain and relaxation process

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0045] (1) Tension process:

[0046] a. Install the formwork system and guide device of the box girder, and pass through the linear tendons. The straight ribs pass through the drawing holes opened at the corresponding positions of the end molds, and pass through the steel pipes set on the lower crossbeam. M18-1 single-hole clip tool is used for anchoring Anchored on the anchor pads of the lower beams at both ends of the beam body; through the bundle of broken line tendons, the broken line bars pass through the stretching holes on the end formwork, the guide rollers on the guide device in the middle of the beam body, and the steel pipes set on the upper beam, using M15 -1 The single-hole clip tool is anchored on the anchor plates of the upper beams at both ends; hydraulic jacks are respectively installed between the upper and lower beams and the ends of the beam body, and each hydraulic jack is connected to a hydraulic system;

[0047] b Adopt the synchronous hierarchical tensi...

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PUM

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Abstract

The invention discloses a novel technology capable of tension and extension of a straight line rib and a crease line rib at the same time. The technical proposal lies in that after a pre-stress steel wire is lashed, a mode of synchronous classified tension of both ends is adopted, to first initially set a straight line rib, and then initially set and tension a crease line rib, and finally tension the straight line rib; a large ton hydraulic jack is adopted for overall classified extension and a spiral support is adopted to follow up and protect the extension process; the crease line rib is first extended, followed by the straight line rib. The invention selects the large ton jack, adopts the initial setting of the single pre-stress, classified overall tensioning of the jack, and follow-up and protection with a spiral support tensioning and extending technologies, which can prevent low efficiency and unsafety, etc brought by single tensioning, ensure balance stress on box beams and safety extension, improve the extending efficiency, and is applicable to tensioning and extending of pre-tensioning method pre-stress concrete box beams with the extending ton up to 52000Kn.

Description

technical field [0001] The invention relates to a tensioning and releasing process of a building component, more specifically to a tensioning and releasing process of a pretensioned prestressed box girder. Background technique [0002] my country began to study and trial-manufacture pre-tensioned beams in 1958, but in terms of reinforcement forms, linear reinforcement is mostly used. In terms of prestressing, one end is usually stretched, and the other end must be set with a fixing device or placed before tensioning. The relaxation device of the prestressed tendon also has a method of tensioning at both ends. In terms of tensioning process, single tensioning and multiple tensioning are used, but due to the small tensioning tonnage, the selected jack has a relatively small tonnage, a small stroke, and a small pressure on the oil circuit device. The protection and support of the jack during the tensioning process Iron pads are often used, which has low work efficiency; in term...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/12
Inventor 王强邹宏伟韩伟孙祖红周文武钟士全申超袁东周玉兴钟卫翔
Owner CHINA RAILWAY HI TECH IND CORP LTD
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