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Double T-shaped composite beam with prestressed steel tube concrete mandrel and its preparation method

A steel pipe concrete and prestressing technology, applied to the direction of long-strip structural members, manufacturing tools, structural elements, etc. for load-bearing, can solve the problems of high-altitude welding workload, corrosion resistance, fire prevention and other problems of light steel structures with portal frames Poor heat insulation performance, complex construction process of grid structure, etc., to achieve excellent mechanical performance, improve prestressing efficiency, and avoid oblique cracks in the web

Inactive Publication Date: 2015-10-07
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the grid structure has the advantages of large bearing capacity, large spanning capacity, good structural stability, and high rigidity. It is generally used for factory roof structures with a span of 36 meters or more, but the construction process of the grid structure is complicated and the cost is high.
Portal frame light steel structure has the advantages of light weight, high degree of industrialization, fast construction speed, and large spanning capacity. It is generally used for plant structures with a span of 24 to 36 meters. However, the portal frame light steel structure is anti-corrosion , poor fire protection and heat insulation performance, and the high-altitude welding workload of the light steel structure of the portal frame is large
Prestressed concrete double T slab is a new type of roof component with beam and slab integrated. It has the advantages of low cost, good heat preservation, moisture resistance, corrosion resistance, short construction period and long service life. It is generally used for 15-24 meters span The prestressed concrete double T slab has the disadvantages of self-heavy, small rigidity, and low bearing capacity.

Method used

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  • Double T-shaped composite beam with prestressed steel tube concrete mandrel and its preparation method
  • Double T-shaped composite beam with prestressed steel tube concrete mandrel and its preparation method
  • Double T-shaped composite beam with prestressed steel tube concrete mandrel and its preparation method

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Effect test

Embodiment 1

[0029] The double T-shaped composite beam with prestressed steel pipe concrete mandrel of the present invention consists of prestressed steel pipe concrete mandrel 1, corrugated steel web 2, upper flange concrete plate 3, columnar stud 4, connecting channel steel 5, The horizontal steel support 6 and the lower flange horizontal steel support 7 are composed of two prestressed steel pipe concrete mandrels 1 as the lower flange of the double T-shaped girder, and the connecting channel steel 5 is welded and connected to the prestressed steel pipe concrete mandrel The upper part of 1, the lower part of two corrugated steel webs 2 on the left and right are firmly welded with the connecting channel steel 5, the upper flange concrete plate 3 and the corrugated steel web 2 are connected as a whole through the column stud 4 connecting key, and the horizontal steel support is set 6 and the lower flange horizontal steel support 7 connect the left and right corrugated steel webs 2 to enhanc...

Embodiment 2

[0032] The preparation of the above-mentioned double T-shaped composite beam with prestressed steel pipe concrete mandrel and the method thereof comprises the following steps:

[0033] Step 1) In the concrete component prefabrication plant, tidy up the site, organize the construction materials, place two left and right columnar steel pipes 11 horizontally according to the designed spacing, weld the connecting channel steel 5 to the upper part of the columnar steel pipe 11, and hoist the left and right two corrugated steel webs The plate 2 is in place, the lower part of the corrugated steel web 2 is welded with the connecting channel steel 5 through the length, the column stud 4 is firmly welded to the top surface of the upper flange of the corrugated steel web 2, and the horizontal steel support 6 and the horizontal steel of the lower flange are installed. The support 7 connects the left and right corrugated steel webs 2 to form the steel skeleton of the composite girder;

[0...

Embodiment 3

[0037] A double T-shaped composite roof beam with a prestressed steel tube concrete mandrel, the roof design live load is 2.0kN / m 2 , produced in the prefabricated component factory, the beam length is 42 meters, the width of the double T beam is 3 meters, and the beam height is 1.6 meters. The prestressed steel pipe concrete mandrel is used as the lower flange of the beam. A seamless steel pipe with a wall thickness of 8mm, 16 high-strength and low-relaxation 7φ5 steel strands are arranged in the steel pipe, and the steel pipe is filled with C80 high-strength concrete micro-expansion self-compacting concrete. No. 25 channel steel is used as the connecting channel steel, the wave length of the corrugated steel web is 700mm, the wave height is 120mm, the horizontal length of the straight plate section is 200mm, the projection length of the inclined plate section is 150mm, the thickness of the steel plate is 8mm, and the height of the corrugated steel web is 800-1000mm , two row...

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Abstract

The invention provides a double T-shaped composite beam provided with prestressed steel tube concrete core rods, which is formed by utilizing the prestressed steel tube concrete core rods as tensioned lower flanges, adopting corrugated steel plates as web plates and pouring an upper flange top plate with high-strength concrete. The prestressed steel tube concrete core rods consist of steel tubes, intra-tube concrete and prestressed steel bars, and have high tension capacities; as the prestressed steel tube concrete core rods are combined with the corrugated steel web plates for use, the advantages are complemented, the shear capacity and flexural capacity of a crossbeam are improved, and the crossing ability of the crossbeam is improved. The composite beam has the advantages of light weight, great crossing ability, high bearing ability, high stiffness, low cost and the like, can be suitable for volume production in prefabricated part factories, can serve as a roof beam for constructing a 30-48m oversized-span single-storey industrial factory building, and as a floor beam for constructing a 21-30m large-span multi-storey industrial factory building, meets the requirements of industrial production on a large space, and saves land.

Description

technical field [0001] The invention belongs to the field of civil engineering, and relates to a large-span composite beam structure for construction engineering, in particular to a double T-shaped composite beam with a prestressed steel pipe concrete mandrel. Background technique [0002] With the development of industrial production, large-span industrial plants are required to meet the huge production space, place production equipment, and flexibly arrange production processes. With the development of society, large-span houses such as hangars, garages, docks, gymnasiums, laboratories, and exhibition halls with larger and larger indoor spaces are required. [0003] The roof structure of large-span factory buildings usually adopts structural forms such as grid frame, portal frame light steel structure, and prestressed concrete double T-slab. Among them, the grid structure has the advantages of large bearing capacity, large spanning capacity, good structural stability, and...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04C3/294B28B23/12
Inventor 徐文平陈有春李今保张宇峰孙逊黄明卢建峰石先旺郭迅
Owner SOUTHEAST UNIV
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