CN212835896U - Assembled light sandwich reinforced concrete roof beam atress position post angle reinforcement structure - Google Patents

Abstract

The utility model discloses an assembled light sandwich reinforced concrete beam stress position post angle reinforcement structure, which comprises an outer post body, wherein the outer post body is internally provided with an inner post body, the inner post body is formed by transversely and longitudinally connecting reinforcing steel bars, the inner post body is of a hollow cylindrical structure, reinforcing corner posts are all installed at four corners in the outer post body, the reinforcing corner posts are of an L-shaped structure, grooves for the inner post body to be embedded and installed are formed in the reinforcing corner posts, the inner corner positions of the reinforcing corner posts are all provided with supporting posts, the areas formed by the inner post bodies and the supporting posts are filled with concrete, the inner part of the outer post body is enabled to be better supported through the reinforcing corner posts of the L-shaped structure, meanwhile, the compression resistance of the stress position is enhanced by utilizing the connection between the inner post bodies and the reinforcing corner posts, and the better bearing pressure of the supporting posts is utilized, the internal structure is more stable through the installation of reinforcing steel bars.

Description

Assembled light sandwich reinforced concrete roof beam atress position post angle reinforcement structure

Technical Field

The utility model belongs to the technical field of the engineering steelframe and specifically relates to an assembled light sandwich reinforced concrete roof beam atress position post angle reinforcement structure is related to.

Background

At present, most of house pillars introduced in constructional engineering adopt fabricated light sandwich column beams, but most of the column beams have low internal stress strength and insufficient pressure resistance, so that the difficulty in building is higher, and therefore, a column corner reinforcing structure with high strength and high pressure resistance is needed to be provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an assembled light sandwich reinforced concrete roof beam atress position post angle reinforcement structure to solve the problem that provides in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

the utility model provides an assembled light sandwich reinforced concrete roof beam atress position column angle reinforcement structure, includes outer cylinder, outer cylinder in be provided with the inner cylinder, the inner cylinder form by the reinforcing bar is violently indulged the handing-over, just the inner cylinder be hollow cylindrical structure, outer cylinder in the four corners all install the reinforcement corner post, reinforcement corner post be L type structure, reinforcement corner post in seted up the confession the inner cylinder inlay the recess of installation, reinforcement corner post in the corner position all be provided with the support column, the regional intussuseption that inner cylinder and support column constitute be filled with the concrete.

As a further technical scheme of the utility model, four the support column between be connected through the strengthening steel bar, the strengthening steel bar splice into the rectangle framework, the rectangle framework in the diagonal position be provided with the shape reinforcing bar of preapring for an unfavorable turn of events.

As a further technical scheme of the utility model, outer column body top be provided with the assembly foot.

As a further technical scheme of the utility model, the support column inside constitute by many reinforcing bars.

As a further technical scheme of the utility model, reinforcement corner post thickness be greater than interior cylinder thickness.

Compared with the prior art, the beneficial effects of the utility model are that: the reinforcement corner post through L type structure makes the inside better supporting role that obtains all around of outer cylinder, utilizes being connected between interior cylinder and the reinforcement corner post simultaneously, has strengthened the compressive capacity at atress position, utilizes the better bearing pressure of support column, makes inner structure more stable through the installation of reinforcing bar.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a top view of the present invention.

Wherein: outer cylinder 1, reinforcement corner post 2, recess 3, interior cylinder 4, concrete 5, assembly foot 6, reinforcing bar 7, support column 8, the deformation reinforcing bar 9 of preapring for an unfavorable turn of events.

Detailed Description

The following describes embodiments of the present invention with reference to the drawings and preferred embodiments.

Please refer to fig. 1-2, which are combined together, a column corner reinforcing structure of a stress part of an assembled light sandwich reinforced concrete beam comprises an outer column body 1, an inner column body 4 is arranged in the outer column body 1, the inner column body 4 is formed by transversely and longitudinally connecting reinforcing steel bars, the inner column body 4 is a hollow cylindrical structure, reinforcing corner columns 2 are arranged on four corners in the outer column body 1, the reinforcing corner columns 2 are in an L-shaped structure, grooves 3 for embedding and installing the inner column body 4 are formed in the reinforcing corner columns 2, supporting columns 8 are arranged on inner corner positions of the reinforcing corner columns 2, concrete 5 is filled in an area formed by the inner column body 4 and the supporting columns 8, the four supporting columns 8 are connected through reinforcing steel bars 7, the reinforcing steel bars 7 are spliced into a rectangular frame body, and a shape reinforcing steel bar 9 is arranged at a diagonal position in the rectangular frame body, the reinforcement corner post 2 through L type structure makes 1 inside better supporting role that obtains all around of outer cylinder, utilizes being connected between interior cylinder 4 and the reinforcement corner post 2 simultaneously, has strengthened the compressive capacity at atress position, utilizes the better bearing pressure of support column 8, makes inner structure more stable through the installation of reinforcing bar 7.

Furthermore, the top of the outer column body 1 is provided with an assembling pin 6, so that the assembly is convenient.

Furthermore, the supporting column 8 is internally composed of a plurality of steel bars, so that the pressure resistance is improved.

Furthermore, the thickness of the reinforcing corner post 2 is larger than that of the inner post body 4, so that the inner post body 4 can be conveniently arranged in the reinforcing corner post 2.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (5)

1. an assembled light-weight sandwich reinforced concrete beam stress position column angle reinforcement structure, comprising an outer cylinder (1), characterized in that the outer cylinder (1) is provided with an inner cylinder (4), The inner cylinder (4) is formed by cross-connecting steel bars horizontally and vertically, and the inner cylinder (4) is a hollow cylindrical structure, and the inner four corners of the outer cylinder (1) are provided with reinforcements. The corner post (2), the reinforcing corner post (2) has an L-shaped structure, and the reinforcing corner post (2) is provided with a groove (3) for the inlaid installation of the inner cylinder (4), Supporting columns (8) are provided at the inner corners of the reinforcing corner columns (2), and the area formed by the inner column (4) and the supporting column (8) is filled with concrete (5). 2. A kind of prefabricated light-weight sandwich reinforced concrete beam stress-bearing part column angle reinforcement structure according to claim 1, is characterized in that, four described support columns (8) are connected by reinforcing steel bars (7), The reinforcing steel bars (7) are spliced into a rectangular frame body, and anti-deformation steel bars (9) are arranged in the diagonal positions of the rectangular frame body. 3. An assembled light-weight sandwich reinforced concrete beam stress-bearing part column angle reinforcement structure according to claim 1, characterized in that, an assembly foot (6) is provided on the top of the outer cylinder (1). 4. An assembled light-weight sandwich reinforced concrete beam stress-bearing part column angle reinforcement structure according to claim 1, characterized in that the inside of the support column (8) is composed of a plurality of steel bars. 5. An assembled light-weight sandwich reinforced concrete beam stress-bearing part column angle reinforcement structure according to claim 1, characterized in that the thickness of the reinforcement corner column (2) is greater than that of the inner column body (4) thickness.

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