CN210713514U - House construction spandrel girder structure - Google Patents
House construction spandrel girder structure Download PDFInfo
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- CN210713514U CN210713514U CN201921060844.XU CN201921060844U CN210713514U CN 210713514 U CN210713514 U CN 210713514U CN 201921060844 U CN201921060844 U CN 201921060844U CN 210713514 U CN210713514 U CN 210713514U
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- shaped arch
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Abstract
The utility model discloses a bearing beam structure for building, which comprises a beam body (1), a support column connecting plate (2), a supporting plate (3) and a support structure arranged in the beam body; the pair of support column connecting plates are symmetrically arranged on two sides of the lower surface of the beam body, and the supporting plate covers the upper surface of the beam body; the supporting structure comprises inclined supporting columns (4), arc-shaped arch plates (5), transverse supporting columns (6) and vertical supporting columns (7); the middle part of the arc-shaped arch plate is arched towards the direction of the supporting plate to form an arc-shaped structure, and two ends of the arc-shaped arch plate extend towards the two sides below and are connected with a pair of supporting column connecting plates; the inclined strut columns are arranged between the upper surface of the arc-shaped arch plate and the lower surface of the supporting plate at intervals, the transverse strut columns are arranged in the arc-shaped arch plate at intervals, and the vertical strut columns are arranged between the support column connecting plate and the supporting plate at intervals. The utility model discloses can increase substantially the bearing capacity of spandrel girder, especially improve the bearing capacity that the spandrel girder kept away from the center part of support column strong point, improve housing construction's steadiness.
Description
Technical Field
The utility model relates to a structure is built in room among the building engineering, especially relates to a spandrel girder structure is built in room.
Background
In the construction of a building of frame-type construction, it is often necessary to erect load-bearing beams between the support columns in order to support the weight of the floor building. The existing bearing beam for house construction is designed more traditionally, the internal structure is simply woven by steel bars into a frame, the bearing capacity of the bearing beam is general, and the bearing beam can sink due to overlarge bearing when used in higher house construction. Especially, the center part of the bearing beam is far away from the supporting point of the supporting column, so that the bearing beam is easy to dent and deform and has certain potential safety hazard.
Disclosure of Invention
An object of the utility model is to provide a spandrel girder structure is built in room can increase substantially the bearing capacity of spandrel girder, has especially improved the bearing capacity that the spandrel girder kept away from the central point of support column strong point, has improved housing construction's steadiness.
The utility model discloses a realize like this:
a bearing beam structure for building construction comprises a beam body, a support column connecting plate, a supporting plate and a support structure arranged in the beam body; the pair of support column connecting plates are respectively and symmetrically arranged on two sides of the lower surface of the beam body, and the supporting plate covers the upper surface of the beam body; the supporting structure comprises inclined supporting columns, arc-shaped arch plates, transverse supporting columns and vertical supporting columns; the middle part of the arc-shaped arch plate is arched towards the direction of the supporting plate to form an arc-shaped structure, and two ends of the arc-shaped arch plate extend towards the two sides below and are connected with a pair of supporting column connecting plates; the plurality of inclined supporting columns are respectively arranged between the upper surface of the arc-shaped arch plate and the lower surface of the supporting plate at intervals, the plurality of transverse supporting columns are respectively arranged in the arc-shaped arch plate at intervals, and the plurality of vertical supporting columns are respectively arranged between the supporting column connecting plate and the supporting plate at intervals.
The transverse supporting columns are arranged in parallel with the supporting plate and connected between two ends of the concave surface of the arc-shaped arch plate.
The transverse supporting columns are made of structural steel, and the two ends of the plurality of transverse supporting columns are fixedly connected with the two ends of the concave surface of the arc-shaped arch plate through welding.
The vertical supporting columns are vertically arranged in the beam body and are vertically connected and fixed with the supporting column connecting plates and the supporting plate.
The support column connecting plate, the support plate and the vertical support columns are all made of structural steel, and two ends of the plurality of vertical support columns are fixedly connected with the support column connecting plate and the support plate through welding.
The beam body is formed by pouring concrete.
The plurality of inclined supporting columns are arranged along the radial direction of the arc-shaped arch plate.
The bracing column is made by structural steel, and the both ends of a plurality of bracing columns all are through welding and layer board and arc arch bar fixed connection.
The arc-shaped arch plate is made of spring steel.
The utility model discloses can build the steel construction welded connection at support column top through support column connecting plate and room when using, fix the roof beam body. Lay building top structure on layer board upper portion, the weight of building is applyed on the layer board, the layer board gives the arc arch bar through the bracing column with weight sharing, the arc arch bar gives the support column connecting plate with weight transmission, the support column connecting plate is given in the vertical column sharing of rethread to give the support column connecting plate with the weight most concentrated transmission, can increase substantially the bearing capacity of the roof beam body, especially improved the bearing capacity that the center part of support column strong point was kept away from to the spandrel girder, effectively improve housing construction's steadiness.
Drawings
FIG. 1 is a sectional view of the bearing beam structure of the building of the present invention;
fig. 2 is the utility model discloses the front view of spandrel girder structure is built in room.
In the figure, 1 beam body, 2 support column connecting plates, 3 supporting plates, 4 diagonal bracing columns, 5 arc-shaped arch plates, 6 transverse bracing columns and 7 vertical bracing columns.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 and 2, a bearing beam structure for building construction includes a beam body 1, a support column connecting plate 2, a supporting plate 3 and a support structure arranged in the beam body 1; the pair of support column connecting plates 2 are respectively and symmetrically arranged on two sides of the lower surface of the beam body 1, and the supporting plate 3 covers the upper surface of the beam body 1; the supporting structure comprises an inclined strut 4, an arc arch bar 5, a cross strut 6 and a vertical strut 7; the middle part of the arc arch plate 5 is arched towards the direction of the supporting plate 3 to form an arc surface structure, and two ends of the arc arch plate 5 extend towards the lower two sides and are fixedly connected with the pair of supporting column connecting plates 2; the plurality of inclined supporting columns 4 are respectively arranged between the upper surface of the arc-shaped arch plate 5 and the lower surface of the supporting plate 3 at intervals, the plurality of transverse supporting columns 6 are respectively arranged in the arc-shaped arch plate 5 at intervals, and the plurality of vertical supporting columns 7 are respectively arranged between the supporting column connecting plate 2 and the supporting plate 3 at intervals.
The cross brace column 6 is arranged in parallel with the supporting plate 3, the cross brace column 6 is connected between two ends of the concave surface of the arc-shaped arch plate 5, the stability of the lower part of the arc-shaped arch plate 5 can be improved, and the load borne by the arc-shaped arch plate 5 is dispersed to the pair of supporting column connecting plates 2.
The inclined supporting columns 4 are arranged along the radial direction of the arc-shaped arch plate 5, and the load on the supporting plate 3 can be uniformly dispersed on the arc-shaped arch plate 5.
The vertical supporting columns 7 are vertically arranged in the beam body 1 and are vertically connected and fixed with the supporting column connecting plates 2 and the supporting plates 3, so that the bearing capacity of two ends of the beam body 1 can be improved.
The beam body 1 is formed by pouring concrete, can be formed by pouring according to the building design requirement by adopting the pouring mode in the prior art, and is firm, durable and easy to shape.
The arc-shaped arch bar 5 can be made of spring steel, and has high hardness, good elasticity and good bearing capacity.
The supporting plate 3 and the diagonal bracing columns 4 can be made of structural steel, and two ends of the diagonal bracing columns 4 are fixedly connected with the supporting plate 3 and the arc-shaped arch plate 5 through welding, so that the supporting plate is firm and durable, good in toughness and strong in bearing capacity.
Support column connecting plate 2, stull post 6 and perpendicular support post 7 all can adopt the structural steel to make, the both ends of a plurality of perpendicular support posts 7 all through welding and support column connecting plate 2 and layer board 3 fixed connection, the both ends of a plurality of stulls 6 all through welding and arc arch bar 5's concave surface both ends fixed connection, sturdy and durable, toughness is good, bearing capacity is strong.
During the use, can build the steel construction welded connection at support column top through a pair of support column connecting plate 2 and room, fix good roof beam body 1. Lay building top structure on layer board 3 upper portion, make the weight of building apply on layer board 3, layer board 3 gives arc arch slab 5 with weight sharing through a plurality of bracing posts 4, and arc arch slab 5 transmits weight for a pair of support column connecting plate 2, and layer board 3 rethread a plurality of vertical support posts 7 transmit weight for a pair of support column connecting plate 2 to give the support column with the weight majority all concentrate the transmission, can effectively improve the bearing capacity of roof beam body 1. The utility model discloses can increase substantially the bearing capacity of spandrel girder, especially improve the bearing capacity that the spandrel girder kept away from the center part of support column strong point, improve housing construction's steadiness.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and should not be taken as limiting the scope of the present invention, therefore, any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (9)
1. The utility model provides a spandrel girder structure is built in room which characterized by: comprises a beam body (1), a support column connecting plate (2), a supporting plate (3) and a supporting structure arranged in the beam body (1); the pair of support column connecting plates (2) are respectively and symmetrically arranged on two sides of the lower surface of the beam body (1), and the supporting plate (3) covers the upper surface of the beam body (1); the supporting structure comprises inclined supporting columns (4), arc-shaped arch plates (5), transverse supporting columns (6) and vertical supporting columns (7); the middle part of the arc-shaped arch plate (5) is arched towards the direction of the supporting plate (3) to form an arc-shaped structure, and two ends of the arc-shaped arch plate (5) extend towards the two sides below and are connected with the pair of supporting column connecting plates (2); the plurality of inclined supporting columns (4) are respectively arranged between the upper surface of the arc-shaped arch plate (5) and the lower surface of the supporting plate (3) at intervals, the plurality of transverse supporting columns (6) are respectively arranged in the arc-shaped arch plate (5) at intervals, and the plurality of vertical supporting columns (7) are respectively arranged between the supporting column connecting plate (2) and the supporting plate (3) at intervals.
2. The room construction spandrel girder structure of claim 1, wherein: the transverse supporting columns (6) are arranged in parallel with the supporting plate (3), and the transverse supporting columns (6) are connected between two ends of the concave surface of the arc-shaped arch plate (5).
3. The room construction spandrel girder structure of claim 1 or 2, wherein: the transverse supporting columns (6) are made of structural steel, and the two ends of the plurality of transverse supporting columns (6) are fixedly connected with the two ends of the concave surface of the arc-shaped arch plate (5) through welding.
4. The room construction spandrel girder structure of claim 1, wherein: the vertical supporting column (7) is vertically arranged in the beam body (1) and is vertically connected and fixed with the supporting column connecting plate (2) and the supporting plate (3).
5. The room construction spandrel girder structure of claim 1 or 4, wherein: the supporting column connecting plate (2), the supporting plate (3) and the vertical supporting columns (7) are all made of structural steel, and two ends of the vertical supporting columns (7) are fixedly connected with the supporting column connecting plate (2) and the supporting plate (3) through welding.
6. The room construction spandrel girder structure of claim 1 or 4, wherein: the beam body (1) is formed by pouring concrete.
7. The room construction spandrel girder structure of claim 1, wherein: the plurality of inclined supporting columns (4) are arranged along the radial direction of the arc-shaped arch plate (5).
8. The room construction spandrel girder structure of claim 1 or 7, wherein: the inclined supporting columns (4) are made of structural steel, and two ends of the plurality of inclined supporting columns (4) are fixedly connected with the supporting plate (3) and the arc-shaped arch plate (5) through welding.
9. The room construction spandrel girder structure of claim 1 or 7, wherein: the arc-shaped arch plate (5) is made of spring steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921060844.XU CN210713514U (en) | 2019-07-08 | 2019-07-08 | House construction spandrel girder structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921060844.XU CN210713514U (en) | 2019-07-08 | 2019-07-08 | House construction spandrel girder structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210713514U true CN210713514U (en) | 2020-06-09 |
Family
ID=70962835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921060844.XU Active CN210713514U (en) | 2019-07-08 | 2019-07-08 | House construction spandrel girder structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210713514U (en) |
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2019
- 2019-07-08 CN CN201921060844.XU patent/CN210713514U/en active Active
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