CN210395847U - Reinforced steel structure bearing beam - Google Patents
Reinforced steel structure bearing beam Download PDFInfo
- Publication number
- CN210395847U CN210395847U CN201921071877.4U CN201921071877U CN210395847U CN 210395847 U CN210395847 U CN 210395847U CN 201921071877 U CN201921071877 U CN 201921071877U CN 210395847 U CN210395847 U CN 210395847U
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- CN
- China
- Prior art keywords
- bearing beam
- spandrel girder
- limiting
- support column
- bolts
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 6
- 230000006978 adaptation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model relates to a building steel construction technical field specifically is a strenghthened type steel construction spandrel girder, which comprises a supporting column, the quantity of support column is two, two the equal fixedly connected with limiting plate of one end of support column, the quantity of limiting plate is four, the one end overlap joint that the support column is close to the limiting plate has the spandrel girder, the spandrel girder is located between four limiting plates, two one side of support column and the equal threaded connection in both ends of spandrel girder have a fixing bolt. This strenghthened type steel construction spandrel girder sets up spandrel girder and support column overlap joint to set up the limiting plate and carry on spacingly to it, and set up fixed plate and tripod and consolidate the spandrel girder, both guaranteed the fixed effect of spandrel girder, again can make things convenient for constructor to install or dismantle it, reached the purpose of the dismouting of being convenient for, set up the bottom plate in head rod one end, and set up the bracing piece at the upper surface of bottom plate and fix the backup pad, can support the spandrel girder and strengthen.
Description
Technical Field
The utility model relates to a building steel construction technical field specifically is a strenghthened type steel construction spandrel girder.
Background
The steel structure bearing beam is a beam made of steel, and the steel has higher tensile property, compression resistance and hardness, so the steel structure bearing beam can be widely used in various fields, such as crane beams and working platform beams in factory buildings, floor beams in multi-storey buildings, purlins in roof structures and the like, and can adopt steel beams; current steel construction spandrel girder is when using, mostly all connects through the welded mode, but adopts the welded mode inconvenient to install and dismantle the spandrel girder, and current steel construction spandrel girder compressive capacity is not good enough moreover.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a strenghthened type steel construction spandrel girder through setting up spandrel girder and support column overlap joint, sets up the limiting plate and carries on spacingly to it to set up fixed plate and tripod and consolidate the spandrel girder, set up the bracing piece at the upper surface of bottom plate again and fix the backup pad, can support the enhancement to the spandrel girder, solved the problem that proposes among the above-mentioned background art.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a reinforced steel structure bearing beam comprises two supporting columns, wherein one ends of two supporting columns are fixedly connected with limiting plates, the number of the limiting plates is four, one ends of the supporting columns, which are close to the limiting plates, are lapped with bearing beams, the bearing beams are positioned between the four limiting plates, one sides of the two supporting columns and two ends of the bearing beams are respectively in threaded connection with first fixing bolts, the number of the first fixing bolts is four, one ends of the four first fixing bolts, which are far away from the supporting columns and the bearing beams, are respectively sleeved with a fixing plate, the number of the fixing plates is two, one side of each supporting column, which is far away from the first fixing bolts, is fixedly connected with a first connecting rod, the number of the first connecting rods is two, one sides of the two first connecting rods, which are far away from the supporting columns, are respectively and fixedly connected with a bottom plate, and, the quantity of bracing piece is four, four the equal fixedly connected with backup pad of one end that the bottom plate was kept away from to the bracing piece.
Optionally, two equal fixedly connected with second connecting rods in one side of first connecting rod and support column, the quantity of second connecting rod is two.
Optionally, two ends of the bottom of the bearing beam and one side of each of the two support columns are respectively in threaded connection with a second fixing bolt, and the number of the second fixing bolts is four.
Optionally, four of the ends of the second fixing bolts, which are far away from the bearing beam and the support column, are respectively sleeved with a tripod.
Optionally, the bearing beam and the support plate are both connected with reinforcing bolts in a threaded manner, and the number of the reinforcing bolts is two.
Optionally, the four limiting plates are all connected with four limiting bolts in a threaded manner, and the number of the limiting bolts is four.
Optionally, a limiting hole is formed in the bearing beam, and the limiting hole is matched with the limiting bolt.
(III) advantageous effects
The utility model provides a strenghthened type steel construction spandrel girder possesses following beneficial effect:
(1) this strenghthened type steel construction spandrel girder, on the one hand, set up spandrel girder and support column overlap joint, it is spacing to set up the limiting plate, and set up fixed plate and tripod and consolidate the spandrel girder, the fixed effect of spandrel girder has both been guaranteed, can make things convenient for constructor to install or dismantle it again, the purpose of the dismouting of being convenient for has been reached, on the other hand, set up the bottom plate in head rod one end, and set up the bracing piece at the upper surface of bottom plate and fix the backup pad, can support the spandrel girder and strengthen, the purpose of strengthening the spandrel girder has been reached.
(2) This strenghthened type steel construction spandrel girder on the one hand sets up the second connecting rod and is connected with support column and head rod, can consolidate the head rod, has reached fixed effectual purpose, and on the other hand sets up spacing bolt in the inside of limiting plate to set up the spacing hole with spacing bolt looks adaptation in the inside of spandrel girder, can fix spacingly to the spandrel girder, has reached fixed effectual purpose equally, has embodied the rationality of design.
Drawings
Fig. 1 is a front view of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
FIG. 3 is a schematic structural view of the present invention;
fig. 4 is a side view of the load-bearing beam of the present invention.
In the figure: 1-supporting column, 2-limiting plate, 3-bearing beam, 4-first fixing bolt, 5-fixing plate, 6-first connecting rod, 7-bottom plate, 8-supporting rod, 9-supporting plate, 10-second connecting rod, 11-second fixing bolt, 12-tripod, 13-reinforcing bolt, 14-limiting bolt and 15-limiting hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-4, the present invention provides a technical solution: a reinforced steel structure bearing beam comprises support columns 1, the number of the support columns 1 is two, one end of each of two support columns 1 is fixedly connected with a limiting plate 2, the number of the limiting plates 2 is four, one end, close to the limiting plate 2, of each support column 1 is lapped with a bearing beam 3, each bearing beam 3 is positioned between the four limiting plates 2, one side of each support column 1 and two ends of each bearing beam 3 are respectively in threaded connection with a first fixing bolt 4, the number of the first fixing bolts 4 is four, one end, far away from the support columns 1 and one end, far away from the bearing beams 3, of each first fixing bolt 4 is sleeved with a fixing plate 5, each bearing beam 3 is lapped with the support columns 1, the limiting plates 2 are arranged to limit the bearing beams, the bearing beams are reinforced by the fixing plates 5 and tripods 12, the fixing effect of the bearing beams 3 is guaranteed, and the bearing beams can be conveniently mounted or dismounted, the number of the fixing plates 5 is two, one side of the support column 1, which is far away from the first fixing bolt 4, is fixedly connected with a first connecting rod 6, the number of the first connecting rods 6 is two, one side of the two first connecting rods 6, which is far away from the support column 1, is fixedly connected with a bottom plate 7, the upper surface of the bottom plate 7 is fixedly connected with supporting rods 8, the number of the supporting rods 8 is four, one ends of the four supporting rods 8, which are far away from the bottom plate 7, are fixedly connected with supporting plates 9, one end of the first connecting rod 6 is provided with the bottom plate 7, the supporting plates 9 are fixed by the supporting rods 8 arranged on the upper surface of the bottom plate 7, the bearing beam 3 can be supported and reinforced, the purpose of reinforcing the bearing beam 3 is achieved, one sides of the two first connecting rods 6 and the support column 1 are fixedly connected with second connecting rods 10, the number of the, the first connecting rod 6 can be reinforced, the purpose of good fixing effect is achieved, two ends of the bottom of a bearing beam 3 and one side of two support columns 1 are in threaded connection with second fixing bolts 11, the number of the second fixing bolts 11 is four, one ends, far away from the bearing beam 3 and the support columns 1, of the four second fixing bolts 11 are respectively sleeved with a tripod 12, reinforcing bolts 13 are in threaded connection with the insides of the bearing beam 3 and the support plate 9, reinforcing bolts 13 are arranged and can fix and limit the support plate 9, the number of the reinforcing bolts 13 is two, limiting bolts 14 are in threaded connection with the insides of four limiting plates 2, the number of the limiting bolts 14 is four, limiting holes 15 are formed in the bearing beam 3, the limiting holes 15 are matched with the limiting bolts 14, the limiting bolts 14 are arranged in the limiting plates 2, and limiting holes 15 matched with the limiting bolts 14 are formed in the bearing beam 3, can fix spacingly to the spandrel girder, reach fixed effectual purpose equally.
In conclusion, when the reinforced steel structure bearing beam is used, on one hand, the bearing beam 3 is arranged to be in lap joint with the support column 1, the limiting plate 2 is arranged to limit the bearing beam, and the fixing plate 5 and the tripod 12 are arranged to reinforce the bearing beam, so that the fixing effect of the bearing beam 3 is ensured, and the bearing beam can be conveniently installed or disassembled by a constructor, and the purpose of facilitating disassembly and assembly is achieved, on the other hand, the bottom plate 7 is arranged at one end of the first connecting rod 6, the support rod 8 is arranged on the upper surface of the bottom plate 7 to fix the support plate 9, the bearing beam 3 can be supported and reinforced, and the purpose of reinforcing the bearing beam 3 is achieved; on the one hand, set up second connecting rod 10 and be connected with support column 1 and head rod 6, can consolidate head rod 6, reached fixed effectual purpose, on the other hand sets up spacing bolt 14 in the inside of limiting plate 2, and set up in the inside of spandrel girder 3 with spacing hole 5 of 14 looks adaptations of spacing bolt, can fix spacingly to the spandrel girder, reached fixed effectual purpose equally, embodied the rationality of design.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The utility model provides a strenghthened type steel construction spandrel girder, includes support column (1), its characterized in that: the number of the support columns (1) is two, two limiting plates (2) are fixedly connected to one ends of the support columns (1), the number of the limiting plates (2) is four, one end of each support column (1) close to the corresponding limiting plate (2) is lapped with a bearing beam (3), the bearing beam (3) is located between the four limiting plates (2), two ends of one side of each support column (1) and two ends of the corresponding bearing beam (3) are connected with first fixing bolts (4) in a threaded manner, the number of the first fixing bolts (4) is four, four ends, far away from the support columns (1) and the bearing beams (3), of the first fixing bolts (4) are respectively sleeved with fixing plates (5), the number of the fixing plates (5) is two, one side, far away from the first fixing bolts (4), of the support columns (1) is fixedly connected with first connecting rods (6), and the number of the first connecting rods (6) is two, two equal fixedly connected with bottom plate (7) in one side that support column (1) were kept away from in head rod (6), the last fixed surface of bottom plate (7) is connected with bracing piece (8), the quantity of bracing piece (8) is four, four the equal fixedly connected with backup pad (9) of one end that bottom plate (7) were kept away from in bracing piece (8).
2. The reinforced steel structure bearing beam of claim 1, wherein: two equal fixedly connected with second connecting rod (10) in one side of first connecting rod (6) and support column (1), the quantity of second connecting rod (10) is two.
3. The reinforced steel structure bearing beam of claim 1, wherein: the two ends of the bottom of the bearing beam (3) and one side of each of the two support columns (1) are in threaded connection with second fixing bolts (11), and the number of the second fixing bolts (11) is four.
4. The reinforced steel structure bearing beam of claim 3, wherein: four tripod (12) are all cup jointed to the one end that spandrel girder (3) and support column (1) are kept away from in second fixing bolt (11).
5. The reinforced steel structure bearing beam of claim 1, wherein: the bearing beam (3) and the support plate (9) are internally and uniformly connected with reinforcing bolts (13) in a threaded manner, and the number of the reinforcing bolts (13) is two.
6. The reinforced steel structure bearing beam of claim 1, wherein: the four limiting plates (2) are all connected with four limiting bolts (14) in a threaded mode, and the number of the limiting bolts (14) is four.
7. The reinforced steel structure bearing beam of claim 1, wherein: limiting holes (15) are formed in the bearing beam (3), and the limiting holes (15) are matched with the limiting bolts (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921071877.4U CN210395847U (en) | 2019-07-10 | 2019-07-10 | Reinforced steel structure bearing beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921071877.4U CN210395847U (en) | 2019-07-10 | 2019-07-10 | Reinforced steel structure bearing beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210395847U true CN210395847U (en) | 2020-04-24 |
Family
ID=70353612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921071877.4U Expired - Fee Related CN210395847U (en) | 2019-07-10 | 2019-07-10 | Reinforced steel structure bearing beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210395847U (en) |
-
2019
- 2019-07-10 CN CN201921071877.4U patent/CN210395847U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Room 6, No.32 Daqing Road, Sanchang Town, Haimen City, Nantong City, Jiangsu Province Patentee after: Qinglong Shipping Engineering (Nantong) Co.,Ltd. Address before: Room 6, No.32 Daqing Road, Sanchang Town, Haimen City, Nantong City, Jiangsu Province Patentee before: Haimen Qinglong Shipping Engineering Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200424 |