HSC structure with tie bar end anchor connection joints and construction method

A technology for connecting nodes and end anchors, applied in the field of HSC structures, can solve the problems of adverse effects on the mechanical properties of steel plates, heavy workload, and tension bars on the steel plates, etc., so as to improve the structural integrity and shear resistance, and simplify on-site construction. process, the effect of strengthening the mutual anchoring effect

Pending Publication Date: 2021-11-02
CHINERGY CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Different from the steel plate concrete structure, the steel plates on both sides of the section are processed in the factory, and the tie rods, steel partitions, etc. are welded and connected on both sides in the factory; it is also different from the ordinary reinforced concrete structure. Tie the tie through tie bars; the HSC structure cannot directly pull the tie bars on the steel plate, and the current common construction method is to weld the tie bars to the steel plate on site. The mechanical properties are also adversely affected

Method used

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  • HSC structure with tie bar end anchor connection joints and construction method
  • HSC structure with tie bar end anchor connection joints and construction method
  • HSC structure with tie bar end anchor connection joints and construction method

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Embodiment Construction

[0034] The core of the present invention is to provide an HSC structure with tie end-anchor joints, which is simple and efficient in manufacturing and molding, with low construction difficulty and on-site workload, and high overall construction efficiency; Construction method of HSC structure with tendon end anchor connection joints.

[0035] In order to enable those skilled in the art to better understand the solution of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0036] Please refer to figure 1 with figure 2 , figure 1 A top view of the structure of the HSC structure with the end-anchor connection nodes of the ties provided for a specific embodiment of the present invention; figure 2 for figure 1 side view.

[0037] In a specific embodiment, the HSC structure provided by the present invention has a tie end anchor connection node, including a steel plate...

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Abstract

The invention discloses an HSC structure with tie bar end anchor connection joints and a construction method. The HSC structure comprises a steel plate and a wall body formed by pouring concrete, the steel plate is located on one side of the wall body, a reinforcing mesh which is in parallel alignment fit with the steel plate is embedded in the other side of the wall body, and the steel plate, the wall body and the main extension face of the reinforcing mesh are parallel to one another; a plurality of tie bars are arranged on the reinforcing mesh, the tie bars and the reinforcing mesh are in linkage in the direction perpendicular to the main extension face of the steel plate, a plurality of studs are evenly welded to the main extension face of the side, facing the wall body, of the steel plate in an array mode, and the free ends of the tie bars are provided with anchor heads which are in lap joint with the studs in an aligned mode and enhance the mutual anchoring effect. The HSC structure with the tie bar end anchor connection joints has a single-side steel plate structure, is simple, convenient and efficient to manufacture and form, is lower in construction difficulty and field workload, and is higher in overall construction efficiency. The invention further discloses a construction method for the HSC structure with a tie bar end anchor connecting joint.

Description

technical field [0001] The invention relates to the technical field of construction of concrete structure walls, in particular to an HSC structure with end-anchor connection nodes of tension bars. The invention also relates to a construction method for the HSC structure with tie-end-anchor connection nodes. Background technique [0002] A large number of reinforced concrete structures are used in architectural structural engineering, and we have very mature design and construction engineering experience. With the improvement of China's comprehensive national strength and socio-economic level, building anti-seismic fortifications are also constantly improving, resulting in denser reinforced concrete structures; at the same time, China's labor force population has declined precipitously since 2015, and labor costs have continued to rise. In the civil construction industry, the construction of concrete structures is labor-intensive work, and the increase in the intensity of st...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/84E04C5/01E04C5/04
CPCE04B2/84E04C5/01E04C5/04
Inventor 王友刚孙运轮何志坚李晓红涂健张君鸿杜国栋马鹏举庄艺斌
Owner CHINERGY CO LTD
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