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Pretensioned beam whole opening prefabricated construction method

A construction method and construction preparation technology, applied in the direction of manufacturing tools, ceramic molding machines, molds, etc., can solve the problems of large span, difficult construction, and large tonnage, and achieve the effect of ensuring force, improving efficiency and safety.

Inactive Publication Date: 2008-02-20
CHINA RAILWAY HI TECH IND CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] For 32m / 900t class girder bridge pre-tensioned beam whole hole prefabrication construction, its span is large, its tonnage is large, and its construction is difficult. However, its construction technology and supporting equipment have no research records in China at present, and there are no similar research records abroad. Construction technology can be used for reference

Method used

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  • Pretensioned beam whole opening prefabricated construction method
  • Pretensioned beam whole opening prefabricated construction method
  • Pretensioned beam whole opening prefabricated construction method

Examples

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Embodiment

[0075] The technical process of the pre-tensioned beam whole hole prefabrication construction method in this embodiment is shown in Figure 1, and its main processes include:

[0076] (1), construction preparation,

[0077] (2), adjust the bottom mold, install the guide device,

[0078] (3), install the side formwork,

[0079] (4), hoisting bottom web reinforcement,

[0080] (5), install end formwork, steel beam,

[0081] (6), wear steel strands and PVC pipes

[0082] (7), lifting the inner mold,

[0083] (8), hoisting bridge deck reinforcement,

[0084] (9), the steel strand is initially pulled,

[0085] (10), the final pull of the broken line tendon,

[0086] (11) Straight tendon final pull,

[0087] (12), beam concrete filling,

[0088] (13), beam concrete maintenance,

[0089] (14), relax the inner mold side mold,

[0090] (15), the broken line ribs are stretched,

[0091] (16), cutting guide device,

[0092] (17), stretching the straight tendons,

[0093] (18...

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Abstract

The present invention discloses a monolithic prefabricated construction method of pretensioned beam, the main working procedures of which comprise: construction preparation, bottom die adjustment, guide device and lateral die installation, hoisting bottom web reinforcement, end die and steel beam installation, threading steel strand and PVC pipe, hoisting internal die and deck reinforcement, firstly pulling of steel strand, finally pulling of broken line reinforcement, finally pulling of straight line reinforcement, grider concrete packing, grider concrete maintenance, loosening internal and lateral dies, broke line extension, cutting guide device, straight line reinforcement extension, hoisting steel beam, end and internal dies removal, hoisting grider, cutting wire and sealing anchor, etc. The construction method adopts straight line and broken line reinforcements, which is able to meet the demand of prefabricated construction of bridge with 32m / 900t big span and large tonnage; at the same time, the construction method selects tension and extension technique of 52000kN large tonnage tensioning force, which ensures that the grider has balanced stress, and improves the tension and extension efficiency and security, etc.

Description

technical field [0001] The invention relates to a construction method of a prestressed concrete structure of a bridge engineering, and belongs to the technical field of girder bridge prefabrication. Background technique [0002] Prestressed concrete structure is developed from ordinary reinforced concrete structure. It is the abbreviation of prestressed reinforced concrete. The scope of use of reinforced concrete and other aspects have shown good results. It has been widely used in industrial and civil buildings, bridges, sleepers, pressure pipes, poles, piles, liquid storage and gas storage tanks, etc. [0003] Since 1958, my country began to study and trial-manufacture pretensioned beams. However, due to the use of linear reinforcement in the form of reinforcement, the maximum span of commonly used pretensioned beams is limited to less than 20m. In addition, my country's pre-tensioned beams usually use one end to tension in the application of prestress, and the other end...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B28B7/22B28B23/04B28B11/00
Inventor 邹宏伟王强韩伟唐浩先陈杰王心利钱纪民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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