Connection of prefabricated concrete-filled steel tubular column and sandwich concrete composition board and construction process

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 low lateral stiffness, poor shear resistance, unbalanced bending moment, etc., and achieve high lateral stiffness and high bearing capacity , Good effect of transmitting internal force

Active Publication Date: 2021-02-05
NORTHEASTERN UNIV
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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 of prefabricated concrete-filled steel tubular column and sandwich concrete composition board and construction process
  • Connection of prefabricated concrete-filled steel tubular column and sandwich concrete composition board and construction process
  • Connection of prefabricated concrete-filled steel tubular column and sandwich concrete composition board and construction process

Examples

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 the steel plate of the outreaching composite plate 11, and a first connecting hole is arranged in the middle of the steel plate of the outreaching composite plate 11, and the steel pipe 12 passes through the first connecting 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 st...

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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PUM

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Abstract

The invention provides a connection of a prefabricated concrete-filled steel tubular column and a sandwich concrete composite board as well as a construction process. The connection comprises a concrete-filled steel tubular column body, a steel plate sandwich concrete composite board body and a connection assembly, wherein the concrete-filled steel tubular column body comprises a steel tube and anoutwards-extending composite board, pouring concrete is arranged in the steel tube, the outwards-extending composite board comprises an outwards-extending composite board steel plate, a first connecting hole is formed in the middle of the outwards-extending composite board steel plate, the steel tube penetrates through the first connecting hole and is welded to the outwards-extending composite board steel plate, the concrete is poured into the steel tube and the outwards-extending composite board steel plate, the steel plate sandwich concrete composite board body comprises an upper steel plate and a lower steel plate, the pouring concrete is arranged between the upper steel plate and the lower steel plate, a second connecting hole is formed in the steel plate sandwich concrete composite board body, and the steel tubular column body penetrates through the second connecting hole and is connected to the steel plate sandwich concrete composite board body through the connecting assembly. The lateral rigidity of a column plate structure is large, the column body and the board body are tightly connected, and internal force can be well transmitted.

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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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
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