Connection and Construction Technology of Prefabricated Steel Tube Concrete Column and Sandwich Concrete Composite Slab

A technology of steel tube concrete columns and composite slabs, which is applied in the direction of columns, pier columns, pillars, etc., can solve the problems of unbalanced bending moment, small lateral rigidity, and poor shear resistance, etc., and achieve large lateral rigidity and high bearing capacity , good ductility

Active Publication Date: 2021-10-22
NORTHEASTERN UNIV LIAONING
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the ordinary prefabricated concrete column-slab composite structure has the disadvantages of small lateral stiffness, poor ductility, poor shear capacity, unbalanced bending moment between the slab and the column, etc., and is prone to brittle failure under the action of earthquake load, so it is suitable Choose a composite structure with better mechanical properties to make the slab-column members of the system and connect the nodes in a reasonable way so that the two can work together

Method used

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  • Connection and Construction Technology of Prefabricated Steel Tube Concrete Column and Sandwich Concrete Composite Slab
  • Connection and Construction Technology of Prefabricated Steel Tube Concrete Column and Sandwich Concrete Composite Slab
  • Connection and Construction Technology of Prefabricated Steel Tube Concrete Column and Sandwich Concrete Composite Slab

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0041] Embodiment 1: In the embodiment of the first aspect of the present invention, such as Figure 1 to Figure 8 As shown, the present invention provides a connection between a prefabricated steel tube concrete column 1 and a sandwich concrete composite panel, including a steel tube concrete column 1, a steel plate sandwich concrete composite panel 2 and a connecting assembly, and the steel tube concrete column 1 includes a steel tube 12 and an overhang The composite plate 11 has pouring concrete inside the steel pipe 12, and the overhanging composite plate 11 includes an overhanging composite plate steel plate 111, and a first connection hole is arranged in the middle of the overhanging composite plate steel plate 111, and the steel pipe 12 passes through the first connection hole, and is connected with the outer Stretched combined plate steel plate 111 is welded, and concrete is poured on the inside of the steel pipe 12 and the outer stretched plate combined steel plate 111...

Embodiment 2

[0043] Embodiment 2: as Figure 1 to Figure 8 As shown, the connection assembly includes a first flange 3, a second flange 4 and a plurality of first bolts 5, the first flange 3 is annular, and the first flange 3 extends around The edge of the combined plate 11 is arranged and welded with the outer edge of the overhanging combined plate 11. The first flange 3 is provided with a plurality of third connection holes 31 in the upper direction, the second flange 4 is annular, and the second flange The disk 4 is arranged around the edge of the second connection hole of the steel plate sandwich concrete composite panel 2, and is welded to the edge of the second connection hole. The second flange 4 is provided with a plurality of fourth connection holes 41 in the upper direction, and the third connection hole 31 The position matches the position of the fourth connecting hole 41, and a plurality of first bolts 5 pass through the fourth connecting hole 41 and the third connecting hole 3...

Embodiment 3

[0045] Embodiment 3: as Figure 1 to Figure 4 As shown, the first flange 3 and the second flange 4 have the same shape.

[0046] In this embodiment, the first flange 3 and the second flange 4 have the same shape, so that the first flange 3 and the second flange 4 are more compatible, and then the steel pipe concrete column 1 and the steel plate sandwich concrete The combination board 2 is closely connected.

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Abstract

The invention provides a connection between a prefabricated steel tube concrete column and a sandwich concrete composite slab and a construction process, wherein the connection includes a steel tube concrete column, a steel plate sandwich concrete composite slab and a connecting component, the steel tube concrete column includes a steel pipe and an overhanging composite slab, and the steel pipe has a Concrete is poured, the extended composite plate includes a steel plate for the extended composite plate, a first connection hole is arranged in the middle of the steel plate for the extended composite plate, the steel pipe passes through the first connection hole, and is welded with the composite steel plate for the extension, the steel pipe inside and the composite steel plate for the extension Concrete is poured on both sides, the steel plate sandwich concrete composite plate includes an upper steel plate and a lower steel plate, there is poured concrete between the upper steel plate and the lower steel plate, the second connecting hole is arranged on the steel plate sandwich concrete composite plate, and the steel pipe concrete column passes through Through the second connection hole, and connected with the steel plate sandwich concrete composite slab through the connecting component, the column-slab structure has high lateral rigidity, and the column and slab are tightly connected, which can transmit internal force well.

Description

technical field [0001] The invention belongs to the field of building structures, and in particular relates to a connection between a prefabricated steel pipe concrete column and a sandwich concrete composite plate and a construction process. Background technique [0002] In construction engineering, in order to save the space occupied by the primary and secondary beams, make the structural space layout more flexible and the plane layout more diverse, the column-slab composite structure can be used for design and construction. The column-slab composite structure is composed of floors and columns. Load-bearing system of the house structure. At this stage, the column-slab composite structure is mainly constructed by the cast-in-place method, that is, the column-slab joints are formed by cast-in-place concrete. The joints of this construction method are prone to stress concentration, and the stress danger area is prone to fracture under the load, and the existing The pouring m...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/38E04C3/34E04C2/28E04C2/30E04G21/00E04B1/98E04H9/02
CPCE04B1/38E04C3/34E04C2/28E04C2/30E04G21/00E04B1/98E04H9/021E04H9/025E04B1/388
Inventor 王连广刚明慧王迎港张耀升高海洋李雪田宇琳殷悦
Owner NORTHEASTERN UNIV LIAONING
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