CN219491486U - Bearing beam structure is built in room - Google Patents

Bearing beam structure is built in room Download PDF

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Publication number
CN219491486U
CN219491486U CN202223499193.9U CN202223499193U CN219491486U CN 219491486 U CN219491486 U CN 219491486U CN 202223499193 U CN202223499193 U CN 202223499193U CN 219491486 U CN219491486 U CN 219491486U
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China
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plate
arc
supporting
shaped
arch
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CN202223499193.9U
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Chinese (zh)
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罗建峰
赖腾树生
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Fujian Liantai Construction Engineering Co ltd
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Fujian Liantai Construction Engineering Co ltd
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Abstract

The utility model relates to a bearing beam structure for building, which comprises a rectangular block-shaped beam body, wherein a rectangular plate-shaped supporting plate is arranged at the top of the beam body, two flat plate-shaped supporting column connecting plates are stuck to two sides of the bottom of the beam body, an arc-shaped arch plate is arranged in the beam body, the convex surface of the arc-shaped arch plate faces the direction of the supporting plate, a plurality of supporting columns perpendicular to the supporting plate are connected between the arc-shaped arch plate and the supporting plate, two ends of the arc-shaped arch plate are respectively connected with the top surfaces of the two supporting column connecting plates, a plurality of vertical supporting columns are vertically connected between the supporting column connecting plates and the supporting plate, a plurality of transverse supporting columns are arranged on the concave surfaces of the arc-shaped arch plate and are parallel to the supporting plate, and radial supporting columns which are radially arranged along the arc-shaped arch plate are arranged between the concave surfaces of the arc-shaped arch plate and the transverse supporting columns. The advantages are that: the pressure that the layer board received is transmitted perpendicularly for the arc arch bar to radial support column is radially set up along the arc arch bar, has improved the intensity of arc arch bar, and then has improved the whole atress intensity of roof beam.

Description

Bearing beam structure is built in room
Technical field:
the utility model relates to the field of building structures, in particular to a building spandrel girder structure.
The background technology is as follows:
in the construction of framed constructions, it is often necessary to erect load-bearing beams between the support columns in order to support the weight of the building at the lifting floor. The existing house building spandrel girder structure is designed to be more traditional, the internal structure is simply woven into a frame by using steel bars, and the bearing capacity is general, so that the bearing is overlarge and sinking when the building spandrel girder is used in higher house buildings. Particularly, the center part of the spandrel girder is more easy to dent and deform due to the fact that the center part is far away from the supporting point of the supporting column. Patent number CN210032338U discloses a building spandrel girder structure: the house building spandrel girder structure comprises a girder body, wherein a supporting plate is arranged at the top of the girder body, two supporting column connecting plates are stuck at the bottom of the girder body, an arc-shaped arch plate is arranged inside the girder body, a plurality of diagonal bracing columns are connected between the arc-shaped arch plate and the supporting plate, two ends of the arc-shaped arch plate are respectively connected with the two supporting column connecting plates, a plurality of vertical bracing columns are connected between the supporting column connecting plates and the supporting plate, and a plurality of transverse bracing columns are arranged on the arc-shaped arch plate. The bearing capacity of the bearing beam can be greatly improved by the house construction bearing beam structure. However, in the unreasonable place of the bearing beam, because the force transmitted to the arc-shaped arch plate in the beam body after the supporting plate at the top of the beam body is pressed is vertically downward, the force is not transmitted to the arc-shaped arch plate along the directions of a plurality of diagonal braces connected between the arc-shaped arch plate and the supporting plate in the attached drawing, so the action of the arc-shaped arch plate is not exerted to the maximum.
Disclosure of Invention
The utility model mainly aims to provide a house building spandrel girder structure so as to effectively solve the problems in the background technology.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a spandrel girder construction is built in room, includes the massive roof beam body of rectangle, and roof beam body top is equipped with rectangular plate form's layer board, and roof beam body bottom both sides paste and have two platelike support column connecting plates, and the inside arc arch bar that is equipped with of roof beam body, arc arch bar convex surface orientation layer board direction, be connected with between arc arch bar and the layer board a plurality of with layer board vertically support column, arc arch bar both ends are connected with the top surface of two support column connecting plates respectively, all are connected with a plurality of vertical stay between support column connecting plate and the layer board perpendicularly, and the concave surface of arc arch bar is equipped with a plurality of horizontal stay, and horizontal stay is all parallel with the layer board, is provided with along the radial support column of arc arch bar radial arrangement between arc arch bar concave surface and horizontal stay.
Preferably, the beam body is formed by pouring cement concrete.
Preferably, the support columns are connected with the arc arch plate and the supporting plate through welding.
Preferably, the vertical supporting columns are connected with the supporting column connecting plates and the supporting plates through welding.
Preferably, both ends of the cross brace column are connected with the arc arch plate through welding.
The beneficial effects of the utility model are as follows: the support columns perpendicular to the support plates are arranged between the support plates and the arc-shaped arch plates, so that the pressure born by the support plates is better transferred to the arc-shaped arch plates; radial support columns are arranged between the concave surfaces of the arc arch plates and the transverse supporting columns along the radial direction of the arc arch plates, and bear radial pressure of the arc arch plates after the support columns are transferred to the arc arch plates to be decomposed, so that the supporting effect of the arc arch plates is enhanced, the strength of the arc arch plates is improved, and the integral stress strength of the beam is further improved.
Drawings
FIG. 1 is a schematic structural view of a building spandrel girder structure of the present utility model.
Fig. 2 is a structural cross-sectional view of a building girder structure according to the present utility model.
In fig. 1-2, a supporting plate 1, supporting columns 2, arc-shaped arch plates 3, vertical supporting columns 4, radial supporting columns 5, supporting column connecting plates 6, transverse supporting columns 7 and beam bodies 8.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments, and all other embodiments obtained by those skilled in the art without making any inventive effort based on the embodiments of the present utility model are within the scope of protection of the present utility model.
In fig. 1 and fig. 2, the building spandrel girder structure comprises a rectangular block-shaped girder body 8, a rectangular plate-shaped supporting plate 1 is arranged at the top of the girder body 8, two flat plate-shaped supporting column connecting plates 6 are attached to two sides of the bottom of the girder body 8, a plurality of supporting columns 2 are used for welding the supporting plate 1 with an arc arch plate 3, a plurality of radial supporting columns 5 are used for welding the arc arch plate 3 with a cross bracing column 7, two ends of the cross bracing column 7 are welded with the arc arch plate 3, the supporting plate 1 is welded with two flat plate-shaped supporting column connecting plates 6 through a plurality of vertical supporting columns 4, and two ends of the arc arch plate 3 are welded on the two supporting column connecting plates 6.
The beam body is formed by pouring cement concrete. The support columns 2 are connected with the arc-shaped arch plates 3 and the supporting plates 1 through welding. The vertical supporting columns 4 are connected with the supporting column connecting plates 6 and the supporting plates 1 through welding, and the two ends of the transverse supporting columns 7 are connected with the arc-shaped arch plates 3 through welding.
The support column 2 perpendicular to the supporting plate is arranged between the supporting plate 1 and the arc-shaped arch plate 3, so that the pressure born by the supporting plate 1 is better transferred to the arc-shaped arch plate 3; the radial support columns 5 which are arranged along the radial direction of the arc arch plate between the concave surface of the arc arch plate 3 and the transverse support columns 7 are consistent with the stress direction of the arc arch plate 3, so that the supporting effect of the arc arch plate 3 is enhanced, the strength of the arc arch plate is improved, and the integral stress strength of the beam is further improved.

Claims (5)

1. A spandrel girder structure is built to room, its characterized in that: the novel beam comprises a rectangular block-shaped beam body, wherein a rectangular plate-shaped supporting plate is arranged at the top of the beam body, two flat plate-shaped supporting column connecting plates are attached to two sides of the bottom of the beam body, an arc-shaped arch plate is arranged in the beam body, the convex surface of the arc-shaped arch plate faces towards the direction of the supporting plate, a plurality of supporting columns perpendicular to the supporting plate are connected between the arc-shaped arch plate and the supporting plate, two ends of the arc-shaped arch plate are respectively connected with the top surfaces of the two supporting column connecting plates, a plurality of vertical supporting columns are vertically connected between the supporting column connecting plates and the supporting plate, a plurality of transverse supporting columns are arranged on the concave surface of the arc-shaped arch plate and are parallel to the supporting plate, and radial supporting columns which are radially arranged along the arc-shaped arch plate are arranged between the concave surface of the arc-shaped arch plate and the transverse supporting columns.
2. A building spandrel girder construction according to claim 1, wherein: the beam body is formed by pouring cement concrete.
3. A building spandrel girder construction according to claim 1, wherein: the support columns are connected with the arc-shaped arch plates and the supporting plates through welding.
4. A building spandrel girder construction according to claim 1, wherein: the vertical supporting columns are connected with the supporting column connecting plates and the supporting plates through welding.
5. A building spandrel girder construction according to claim 1, wherein: and two ends of the transverse strut are connected with the arc arch plates through welding.
CN202223499193.9U 2022-12-27 2022-12-27 Bearing beam structure is built in room Active CN219491486U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223499193.9U CN219491486U (en) 2022-12-27 2022-12-27 Bearing beam structure is built in room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223499193.9U CN219491486U (en) 2022-12-27 2022-12-27 Bearing beam structure is built in room

Publications (1)

Publication Number Publication Date
CN219491486U true CN219491486U (en) 2023-08-08

Family

ID=87513699

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223499193.9U Active CN219491486U (en) 2022-12-27 2022-12-27 Bearing beam structure is built in room

Country Status (1)

Country Link
CN (1) CN219491486U (en)

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