CN217054026U - Reinforced steel structure bearing beam for constructional engineering - Google Patents
Reinforced steel structure bearing beam for constructional engineering Download PDFInfo
- Publication number
- CN217054026U CN217054026U CN202122162314.XU CN202122162314U CN217054026U CN 217054026 U CN217054026 U CN 217054026U CN 202122162314 U CN202122162314 U CN 202122162314U CN 217054026 U CN217054026 U CN 217054026U
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- steel
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- beams
- transverse bridge
- bearing
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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Abstract
The utility model provides a reinforced steel structure bearing beam for construction engineering, which belongs to the technical field of bearing beams, and the utility model discloses a transverse H-steel bridge frame is provided with two, two transverse H-steel bridge frames are arranged in parallel, a plurality of longitudinal connecting plates are arranged between the two transverse H-steel bridge frames, and a beam is used as a base beam of the bearing beam, so that the bearing beam has better bearing performance; the supporting columns are vertically welded above the H-steel transverse bridge frame, two side connecting frames are obliquely arranged on two sides of each supporting column, and the lower ends of the side connecting frames are fixedly connected with the edge steel members, so that the H-steel transverse bridge frame has better stability and cannot swing left and right when bearing the force from top to bottom; the jacking beams are arranged in two, the jacking beams are fixedly connected through the longitudinal connecting beam, the cross beams are further arranged between the jacking beams, and the force coming from any direction can be borne when an earthquake occurs.
Description
Technical Field
The utility model belongs to the technical field of the spandrel girder, especially, relate to a reinforced steel structure spandrel girder for building engineering.
Background
The load-bearing beams are the major load-bearing member members of the building, and the beams of the frame structure are the frame beams, the edge beams and the secondary beams, and basically the beams are load-bearing beams, and no 'beams' without cause is known. The frame beams are all load bearing, the primary and secondary beams are corresponding, and both are frame beams.
The spandrel girder in the factory building that traditional steel construction was built does not have very big difference with other auxiliary girders, and this load that just leads to the girder to bear increases, bears the effect poor.
Therefore, the invention of the reinforced steel structure bearing beam for the construction engineering is very necessary.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a strenghthened type steel construction spandrel girder for building engineering to solve the spandrel girder in the factory building that traditional steel construction was built and not have very big difference with other auxiliary beams, this increase of load that just leads to the girder to bear, problem that the bearing effect is poor. A reinforced steel structure bearing beam for constructional engineering comprises an H-steel transverse bridge frame, wherein a support column is vertically welded above the H-steel transverse bridge frame; the top welding of support column have the connecting block, the welding of this connecting block is in the bottom of top joist.
As the technical scheme of the utility model, the horizontal bridge of H steel erect and be provided with two, two the horizontal bridge of H steel erect parallel arrangement each other, and two the horizontal bridge of H steel erect and be provided with a plurality of longitudinal tie plate fixed connection between the bridge frame.
As a further technical scheme of the utility model, the outer parts of the two H-steel transverse bridge frames are provided with edge steel components; the edge steel members are arranged in two and arranged in parallel with the H steel transverse bridge frame, and the edge steel members are fixedly connected with the H steel transverse bridge frame through longitudinal connecting plates.
As a further technical scheme of the utility model, the support column be provided with a plurality ofly, every the both sides of support column all incline to be provided with two side links, and the lower extreme and the marginal steel member fixed connection of side link.
As a further technical scheme of the utility model, the top ask the roof beam to be provided with two, two the top ask between the roof beam through longitudinal tie roof beam fixed connection, and two the top ask the roof beam between still be provided with the cross roof beam.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. in the utility model, two H-steel transverse bridge frames are arranged, the two H-steel transverse bridge frames are arranged in parallel, a plurality of longitudinal connecting plates are fixedly connected between the two H-steel transverse bridge frames, and the beams are used as the base beams of the bearing beams, so that the bearing beams have better bearing performance;
2. in the utility model, the support columns are vertically welded above the H-steel transverse bridge frame, two side connecting frames are obliquely arranged on two sides of each support column, and the lower ends of the side connecting frames are fixedly connected with the edge steel members, so that the support frame has better stability and cannot swing left and right when bearing the force from top to bottom;
3. the utility model discloses in, the top is held in the palm the roof beam and is provided with two, two the top hold in the palm the roof beam between through longitudinal connection roof beam fixed connection, and two the top hold in the palm the roof beam between still be provided with the cross beam, when taking place the earthquake, have stronger anti-shear force, can bear the power that any direction was come.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a bottom view of fig. 1 of the present invention;
fig. 3 is a schematic plan view of the present invention.
In the figure:
the steel beam comprises a 1-H steel transverse bridge beam frame, 2-longitudinal connecting plates, 3-edge steel members, 4-supporting columns, 5-connecting blocks, 6-top supporting beams, 7-longitudinal connecting beams, 8-cross beams and 9-side connecting frames.
Detailed Description
The invention is further described below with reference to the accompanying drawings:
the embodiment is as follows:
as shown in figures 1-3
The utility model provides a reinforced steel structure bearing beam for constructional engineering, which comprises an H steel transverse bridge frame 1, wherein a support column 4 is vertically welded above the H steel transverse bridge frame 1; the top of the support column 4 is welded with a connecting block 5, and the connecting block 5 is welded at the bottom of the top joist 6.
In this embodiment, the number of the H-steel transverse bridge frames 1 is two, the two H-steel transverse bridge frames 1 are arranged in parallel, and a plurality of longitudinal connecting plates 2 are fixedly connected between the two H-steel transverse bridge frames 1.
In the embodiment, edge steel members 3 are arranged outside the two H-steel transverse bridge frames 1; edge steel member 3 be provided with two to with H steel horizontal bridge roof beam structure 1 parallel arrangement, and edge steel member 3 passes through longitudinal tie plate 2 fixed connection with H steel horizontal bridge roof beam structure 1.
In this embodiment, the support column 4 be provided with a plurality ofly, every the both sides of support column 4 all incline and be provided with two side link 9, and the lower extreme and the marginal steel member 3 fixed connection of side link 9.
In this embodiment, two jacking beams 6 are provided, the two jacking beams 6 are fixedly connected through a longitudinal connecting beam 7, and a cross beam 8 is further provided between the two jacking beams 6.
Principle of operation
The utility model discloses, H steel horizontal bridge frame 1 is provided with two, two H steel horizontal bridge frame 1 mutually parallel arrangement, and set up a plurality of longitudinal tie plate 2 fixed connection between two H steel horizontal bridge frame 1, adopt the roof beam as the foundation beam of spandrel girder, make it have better bearing capacity; the supporting columns 4 are vertically welded above the H-steel transverse bridge frame 1, two side connecting frames 9 are obliquely arranged on two sides of each supporting column 4, the lower ends of the side connecting frames 9 are fixedly connected with the edge steel members 3, and the H-steel transverse bridge frame has good stability and cannot swing left and right when bearing forces from top to bottom; the two jacking beams 6 are fixedly connected through the longitudinal connecting beam 7, and the cross beam 8 is further arranged between the two jacking beams 6, so that the anti-seismic jacking beam has strong anti-shearing force and can bear the force coming from any direction in the earthquake.
Utilize technical scheme, or technical personnel in the field are in the utility model discloses under technical scheme's the inspiration, design similar technical scheme, and reach above-mentioned technological effect, all fall into the utility model discloses a protection scope.
Claims (5)
1. The utility model provides a reinforced steel structure spandrel girder for building engineering which characterized in that: the bridge comprises an H-steel transverse bridge frame (1), wherein a supporting column (4) is vertically welded above the H-steel transverse bridge frame (1); the top of the support column (4) is welded with a connecting block (5), and the connecting block (5) is welded at the bottom of the top joist (6).
2. The reinforced steel structure spandrel girder for constructional engineering of claim 1, which is characterized in that: the H-steel transverse bridge beam frames (1) are arranged in two, the two H-steel transverse bridge beam frames (1) are arranged in parallel, and a plurality of longitudinal connecting plates (2) are fixedly connected between the two H-steel transverse bridge beam frames (1).
3. The reinforced steel structure spandrel girder for constructional engineering of claim 1, which is characterized in that: edge steel members (3) are arranged outside the two H-steel transverse bridge frames (1); the edge steel members (3) are arranged in two and are arranged in parallel with the H steel transverse bridge frame (1), and the edge steel members (3) are fixedly connected with the H steel transverse bridge frame (1) through longitudinal connecting plates (2).
4. The reinforced steel structure spandrel girder for constructional engineering of claim 3, wherein: the supporting columns (4) are provided with a plurality of supporting columns, each supporting column (4) is obliquely provided with two side connecting frames (9), and the lower ends of the side connecting frames (9) are fixedly connected with the edge steel members (3).
5. The reinforced steel structure spandrel girder for constructional engineering of claim 4, which is characterized in that: the supporting beam structure is characterized in that two supporting beams (6) are arranged, the two supporting beams (6) are fixedly connected through a longitudinal connecting beam (7), and a cross beam (8) is further arranged between the two supporting beams (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122162314.XU CN217054026U (en) | 2021-09-08 | 2021-09-08 | Reinforced steel structure bearing beam for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122162314.XU CN217054026U (en) | 2021-09-08 | 2021-09-08 | Reinforced steel structure bearing beam for constructional engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217054026U true CN217054026U (en) | 2022-07-26 |
Family
ID=82465524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122162314.XU Expired - Fee Related CN217054026U (en) | 2021-09-08 | 2021-09-08 | Reinforced steel structure bearing beam for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217054026U (en) |
-
2021
- 2021-09-08 CN CN202122162314.XU patent/CN217054026U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220726 |
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| CF01 | Termination of patent right due to non-payment of annual fee |