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
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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;
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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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