Combined beam containing perforated plate connectors and construction method of combined beam

A technology of perforated plate connectors and composite beams, which is applied to bridges, bridge parts, bridge construction, etc., can solve problems such as high bearing capacity, messy steel bars, and cumbersome construction, and achieve simplified construction steps, orderly arrangement, and improved The effect of durability

Inactive Publication Date: 2016-08-24
TONGJI UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Sectional steel connectors are less used at present. At present, shear nails and conventional perforated plate connectors are used more. The construction method of shear nails is relatively mature at present, and there are special construction machines. However, when there are many shear nails and dense The construction is more cumbersome; the construction of conventional perforated plate connectors is simple, only need to weld the perforated plate connectors to the steel beam, less welds, and higher bearing capacity
However, conventional open-hole plate connectors need to wear steel bars in the holes. When the steel bars in the holes are long, the construction is very cumbersome. At this time, there are two solutions. One is to directly penetrate the steel bars. Although the construction is cumbersome, the steel bars in the holes It can be used as the lower reinforcement of the concrete slab; the other is to cut off the reinforcement and penetrate into the holes in sections, which is more convenient for construction, but the lower reinforcement of the concrete slab needs to be configured separately, and the reinforcement is more messy

Method used

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  • Combined beam containing perforated plate connectors and construction method of combined beam
  • Combined beam containing perforated plate connectors and construction method of combined beam
  • Combined beam containing perforated plate connectors and construction method of combined beam

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Embodiment Construction

[0043] The present invention will be further described below in conjunction with the embodiments shown in the accompanying drawings.

[0044] In the steel structure processing plant, the steel plate is cut into a steel plate whose length is adapted to the length of the main girder segment and whose width is a, and the number of the steel plate is half of the total number of the connecting parts of the perforated plate with the shoe-shaped slot hole. Draw the shape of the shoe-shaped slot on each steel plate according to the distance between the transverse steel bars 301 of the concrete bridge deck. The distance from the bottom of the slot to the root of the perforated plate is determined according to the thickness of the protective layer of the steel bars in the lower concrete layer, and the height of the perforated plate is determined according to the upper layer of concrete. The thickness of the cover of the reinforcement is determined. The steel plate is flame-cut along the...

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Abstract

A combined beam containing perforated plate connectors comprises a reinforced concrete plate, steel beams and the perforated plate connectors, wherein upper-layer reinforcing steel bars and lower-layer reinforcing steel bars are arranged in the reinforced concrete plate; the horizontal positions of the lower-layer reinforcing steel bars are located and controlled by the hole pitch of the perforated plate connectors, and the vertical positions and protecting layer thickness of the lower-layer reinforcing steel bars are controlled by the height of the steel plate at the bottoms of slots; the horizontal positions of the upper-layer reinforcing steel bars are positioned and controlled by the hole pitch of the perforated plate connectors, and the vertical positions and protecting layer thickness of the upper-layer reinforcing steel bars are controlled by the distance from the tops of the perforated plate connectors to the upper surface of concrete. The perforated plate connectors are provided with boot-shaped slots. The invention further discloses a construction method of the combined beam. The combined beam has the advantages that the combined beam is convenient in construction, high in bearing capacity and good in fatigue performance, the complex procedure for welding studs or penetrating reinforcing steel bars into holes of traditional combined beams is omitted, the construction method is simplified, construction efficiency is improved, and construction cost is lowered.

Description

technical field [0001] The invention belongs to the field of bridge engineering and relates to a composite girder bridge, in particular to a composite girder bridge with a perforated plate connector. Background technique [0002] Composite girder bridge refers to a composite structure in which steel girder members and reinforced concrete are combined by connectors to form a composite section that works together. This structure has been increasingly widely used because it can effectively utilize the respective advantages of steel and concrete. [0003] The shear connectors of conventional composite beams are generally shaped steel, shear nails or conventional perforated plate connectors. Sectional steel connectors are less used at present. At present, shear nails and conventional perforated plate connectors are used more. The construction method of shear nails is relatively mature at present, and there are special construction machines. However, when there are many shear nai...

Claims

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Application Information

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IPC IPC(8): E01D12/00E01D21/00E01D19/00
CPCE01D12/00E01D19/00E01D21/00
Inventor戴昌源苏庆田贺欣怡杜霄田乐姜旭吴冲曾明根
OwnerTONGJI UNIV