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Production method of large-span prestressed concrete hollow holed beam

A production method and prestressing technology, which is applied in the fields of architecture, building structure, and building material processing, and can solve problems such as undiscovered improved technologies

Active Publication Date: 2012-12-05
YONGSHENG CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

No simple and practical improvement technology has been found

Method used

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Embodiment Construction

[0007] The present invention will be further described below in combination with specific embodiments.

[0008] Under the premise of satisfying the opening ratio of the longitudinal section of the beam, that is, the opening area accounts for more than 35%, accurately control the technical parameters related to the stiffness of the member, including:

[0009] 1. Anti-crack structure technology at the entrance: through the installation of anti-cracking steel bars at the entrance, improving the stability of the formwork support system at the entrance, strengthening the control of the concrete vibration process, and carrying out prestressed tensioning in a timely manner, the purpose of crack control in the entrance structure is ensured. ; For example, for a prestressed concrete beam with a span of 9m, the opening is 1100×900mm;

[0010] 2. Construction technology of tall formwork support system: calculation of main structural strength and section characteristics of formwork and fo...

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Abstract

The invention discloses a production method of a large-span prestressed concrete hollow holed beam capable of accurately controlling technical parameters relative to rigidity of components in the premise that the opening ratio of a vertical section of the beam is fulfilled, that is to say, an opening area is more than 35%. The production method comprises an opening cracking resistance construction technology, a tall template support system construction technology, a holed mandrel locating and anti-floating technology, a prestress duct locating technology, a high-strength concrete self-compaction and vibration technology, and a bonded, unbonded and retard-bonded prestress technology. According to a method of holing on the vertical section of a beam body through construction of the large-span prestressed concrete hollow holed beam (the span is 27 m, the beam is 1.6 m high, a construction surface load is 13.9 kN / m<2>, and a centralized line load is 31.04 kN / m), the opening area is more than 35%. The production method appears for the first time at home and aboard, and the conventional method can bring huge technical risks and difficulties for construction. There is no relative literature report about researches and results of the construction technology of the prestressed concrete holed beam at home and aboard.

Description

technical field [0001] The invention relates to the general building structure of the international patent classification patent classification E04B; in particular, a method for making a large-span prestressed concrete hollow open beam. Background technique [0002] In the known technology, the traditional beam longitudinal section is opened to reserve and pre-embed the steel casing, the section opening rate is limited, and the construction technology is simple and easy. There are no special requirements for formwork, reinforcement and prestressed construction. However, for the construction of long-span prestressed concrete hollow open beams, for example, the span is 27m, the beam height is 1.6m, and the construction surface load is 13.9kN / m 2 1. When constructing a long-span beam with a concentrated line load of 31.04kN / m, if it is required to open holes in the longitudinal section of the beam body, and the area of ​​the holes accounts for more than 35%, there is no preced...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/02E04G21/08E04G21/12
Inventor 李华强缪建国朱成慧李强王成军苏晓强何政周倩羽吴亚澎赵建雷王双喜鲁统卢江华郭瑞洪梁杰
Owner YONGSHENG CONSTR GRP