Plate-column structure node of profile steel column and column cap prefabricated component and construction method thereof

A technology of slab-column structure and prefabricated components, which is applied in the direction of building construction and construction, can solve problems that are not assembly structures, problems that need to be solved without consideration of assembly, blank assembly nodes, etc., to reduce installation work, simplify construction procedures, The effect of improving efficiency

Pending Publication Date: 2017-11-07
刘祥锦
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] (1) At present, the assembly technology of the slab-column structure is not perfect, and the assembly nodes of the slab-column structure of the steel column are basically still blank
[0006] (2) At present, there are published patents CN 102071747 A "nodes and manufacturing methods for connecting square steel pipe concrete columns and reinforced concrete floors" and CN101457548A "nodes and methods for connecting circular steel pipe concrete columns and reinforced concrete floors". There are problems in the production of Fangfa: (1) It is suitable for cast-in-place concrete structures, not assembly structures, and does not consider the problems that need to be solved in assembly; (2) It is only applicable to shaped steel pipes (round steel pipes, square steel pipes) (3) The focus of the node is to solve the connection node between the pipe section steel and the beam, and it does not solve specific problems for the slab-column structure; (4) It does not solve the connection of other steel columns, and does not solve the construction problem according to the characteristics of the assembly construction

Method used

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  • Plate-column structure node of profile steel column and column cap prefabricated component and construction method thereof
  • Plate-column structure node of profile steel column and column cap prefabricated component and construction method thereof
  • Plate-column structure node of profile steel column and column cap prefabricated component and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] Figure 1-5 Shown: ( figure 1 The upper half and left half of the node represent the upper reinforcement of the node, the lower half and the right half represent the lower reinforcement of the node); the slab-column structure node 1 of the shaped steel column includes the shaped steel column 5, the prefabricated column cap 3, and the floor prefabricated component 2 (for the laminated floor prefabricated parts) and its connection joint surface, steel bars and post-cast concrete 6 (post-cast concrete requires the use of micro-expansion concrete with a grade higher than the strength of the connected prefabricated components); the plane of the joint is rectangular, and the direction of the edge of the rectangle In the same direction as the main axis of the slab-column structure, two shear rings 9 are arranged on the outer surface of the steel column 5 and welded on the outer periphery of the I-shaped steel, that is, the steel column 5, and the upper shear ring 9 is square s...

Embodiment example 2

[0053] Figure 6-10 Shown: ( Figure 6 The upper half and left half of the node represent the upper reinforcement of the node, the lower half and the right half represent the lower reinforcement of the node); the slab-column structure node 1 of the shaped steel column includes the shaped steel column 5, the prefabricated supporting plate 4, and the floor prefabricated component 2 (prefabricated floor slab for the overall thickness) and its connecting joint surface, steel bars and post-cast concrete 6; the joint plane is rectangular, and the direction of the side line of the rectangle is the same as the main axis direction of the slab-column structure. The ring 9 is welded on the outer periphery of the shaped steel column 5 of the square tube shape, and the shear ring 9 is a steel plate, which is welded on the outside of the shaped steel column 5 with a fillet weld ( Figure 7 Large sample diagram of the shear ring), the plane of the shear ring 9 is in the shape of a ring, and...

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PUM

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Abstract

The invention discloses a plate-column structure node of a profile steel column. The plate-column structure node comprises the profile steel column, a prefabricated column cap or support plate, a floor prefabricated component and a connecting combined surface thereof, a reinforcement and post-pouring connecting concrete; at least one anti-shear ring welded at the outer periphery of the profile steel column and an annular beam type reinforcement skeleton are arranged on the outer surface of the profile steel column; the annular beam type reinforcement skeleton consists of four and more annular reinforcements and stirrups perpendicular to the annular reinforcements and arranged in the radial direction; the annular reinforcements are bound with the angles and the edges of the stirrups in the stirrups to form an annular beam type reinforcement cage; and the stirrups of the annular beam type reinforcement skeleton are near the upper surfaces from near the bottoms of column caps or support plates to cast-in-place layers of floors. The invention further discloses a column cap prefabricated component and a construction method. The plate-column structure node of the profile steel column and the column cap prefabricated component and the construction method thereof can realize the assembly construction of a plate-column structure of the profile steel column, and are low in construction difficult, few in support, low in cost and high in efficiency.

Description

technical field [0001] The invention relates to the field of concrete structures and prefabricated building structures, in particular to an assembled slab-column structure system and its column cap prefabricated components and construction method. Background technique [0002] Since prefabricated buildings conform to the production method of environmental protection and energy saving, the country has proposed a development goal of making prefabricated buildings account for 30% of new buildings in about 10 years; The floor height is very economical in underground buildings and as multi-storey parking. The slab-column structure can be cast on site or prefabricated and will have a large market space. [0003] Splitting the building structure into components and the node structure of component assembly is the key first step in the industrialization of construction - prefabricated buildings. [0004] The current prefabricated steel column-slab-column structure has the following ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/58E04B1/18
CPCE04B1/185
Inventor 刘祥锦
Owner 刘祥锦
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