CN220667043U - Floor beam reinforcing structure - Google Patents
Floor beam reinforcing structure Download PDFInfo
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- CN220667043U CN220667043U CN202321137608.XU CN202321137608U CN220667043U CN 220667043 U CN220667043 U CN 220667043U CN 202321137608 U CN202321137608 U CN 202321137608U CN 220667043 U CN220667043 U CN 220667043U
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- sides
- supporting
- connecting plate
- floor beam
- middle position
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- 230000008093 supporting effect Effects 0.000 claims abstract description 43
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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Abstract
The utility model relates to the technical field of structural reinforcement, and discloses a floor beam reinforcement structure which comprises a sleeve frame and support plates, wherein the sleeve frame is sleeved and fixed on bearing beam outer rings on two sides, the support plates are connected between the sleeve frames on two sides, bottom connecting plates are fixedly welded at the middle positions of the bottoms of the support plates, side connecting plates are fixedly welded on the side surfaces of the sleeve frames, supporting rods are connected between the bottom connecting plates and the side connecting plates on two sides through first connecting bolts, and transverse rods are fixedly connected between the middle positions of the supporting rods on two sides through second connecting bolts. According to the technical scheme, the sleeve frame is sleeved and fixed on the outer ring of the spandrel girder, enough upward supporting force is provided for two sides of the supporting plate, then the supporting rods are obliquely supported between the side edges of the sleeve frame and the middle of the bottom of the supporting plate, the supporting rods on the two sides are stably supported by the transverse cross rod, stable supporting force can be provided for the middle position of the bottom of the supporting plate, and the supporting plate is ensured to provide stable supporting and reinforcing effects for the middle position of the floor girder.
Description
Technical Field
The utility model relates to the technical field of structural reinforcement, in particular to a floor beam reinforcement structure.
Background
The beams support the total weight of the components and roofing in the building upper frame, which is the most important part of the building upper frame, and are named differently depending on the specific location, detailed shape, specific action, etc., and most of the beams are oriented in the same direction as the cross section of the building.
In order to realize the structural reinforcement to the floor beam, prior art supports the crossbeam through adopting horizontal backup pad to fix between adjacent spandrel girder, and adopts the bracing to increase supporting strength between horizontal backup pad and the spandrel girder, and the crossbeam exists stress concentration in intermediate position, and this structure is not good to the middle part supporting effect of floor beam. We therefore propose a floor beam reinforcing structure.
Disclosure of Invention
The utility model aims to provide a floor beam reinforcing structure, which is characterized in that a sleeve frame is sleeved and fixed on the outer ring of a bearing beam to provide enough upward supporting force for two sides of a supporting plate, then the supporting rods are obliquely supported between the side edges of the sleeve frame and the middle of the bottom of the supporting plate, the supporting rods on two sides are stably supported by transverse cross bars, stable supporting force can be provided for the middle position of the bottom of the supporting plate, the supporting plate can be ensured to provide stable supporting and reinforcing effects for the middle position of the floor beam, and the problems in the background art are solved.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the floor beam reinforcing structure comprises a sleeve frame and a support plate, wherein the sleeve frame is sleeved and fixed on the outer rings of the bearing beams at two sides, and the support plate is connected between the sleeve frames at two sides and supports against the bottom surface of the cross beam; a bottom connecting plate is fixedly welded at the middle position of the bottom of the support plate, side connecting plates are fixedly welded on the side surfaces of the sleeve frame, and supporting rods are connected between the bottom connecting plate and the side connecting plates at two sides through first connecting bolts; the middle positions between the supporting rods on the two sides are transversely connected and fixed with a cross rod through a second connecting bolt.
Through adopting above-mentioned technical scheme, make the cover frame by encircle the top outer lane locking fixed at the spandrel girder, make the extension board can paste tightly at the bottom surface of crossbeam, obtain enough stable holding power to extension board bottom intermediate position through vaulting pole cooperation horizontal pole, can provide firm stable support reinforcement effect for the intermediate position of crossbeam.
Optionally, the sleeve frame of extension board both sides is by two halves concatenation composition, and the sleeve frame passes through long bolt lock fastening and fixes the outer lane at the spandrel girder.
By adopting the technical scheme, the sleeve frame is locked and fixed on the outer ring of the spandrel girder by using the long bolts.
Optionally, the middle position of the bottom connecting plate and the middle position of the cross bar are fixedly connected with a vertical rod through a third connecting bolt.
Through adopting above-mentioned technical scheme, montant can further increase bearing structure's intensity to provide holding power for extension board bottom intermediate position simultaneously.
Optionally, the first connecting bolt penetrates through the stay bar, the bottom connecting plate and the side connecting plate through holes on the surfaces of the stay bar, the bottom connecting plate and the side connecting plate.
Through adopting above-mentioned technical scheme, through the surface hole of vaulting pole, end connecting plate and side connecting plate, make first connecting bolt run through.
Optionally, the second connecting bolt penetrates through the brace rod and the cross rod through holes formed in the middle of the brace rod and the tail end of the cross rod.
Through adopting above-mentioned technical scheme, through the hole on vaulting pole and horizontal pole surface, make the second connecting bolt run through.
Compared with the prior art, the beneficial effects of the technical scheme are as follows:
1. according to the technical scheme, the sleeve frame is sleeved and fixed on the outer ring of the spandrel girder, enough supporting force is provided for the two sides of the supporting plate, then the supporting rods are obliquely supported between the side edges of the sleeve frame and the bottom of the supporting plate, the supporting rods on the two sides are stably supported by the transverse cross rods, stable supporting force can be provided for the middle position of the bottom of the supporting plate, and the supporting plate is ensured to provide stable supporting and reinforcing effects for the middle position of the floor girder.
2. According to the technical scheme, the vertical rods are fixedly connected between the cross rods and the bottom connecting plate, so that the supporting effect on the bottom of the support plate can be further increased, and a firmer supporting structure is provided.
Drawings
Other features, objects and advantages of the present utility model will become more apparent upon reading of the detailed description of non-limiting embodiments, given with reference to the accompanying drawings in which:
FIG. 1 is a schematic view of the overall structure of the floor beam reinforcement structure of the present utility model;
fig. 2 is a detailed schematic diagram of the floor beam reinforcement structure of the present utility model.
In the figure: 1. a sleeve frame; 11. a long bolt; 12. a side connection plate; 2. a support plate; 21. a bottom connecting plate; 3. a spandrel girder; 4. a cross beam; 5. a brace rod; 51. a first connecting bolt; 6. a cross bar; 61. a second connecting bolt; 7. a vertical rod; 71. and a third connecting bolt.
Detailed Description
Referring to fig. 1-2, the present utility model provides a technical solution: the utility model provides a floor beam reinforced structure, includes cover frame 1 and extension board 2, and cover frame 1 is provided with two sets of, and every group cover frame 1 comprises two halves, makes two halves quilt cover behind the top both sides of spandrel girder 3, utilizes long bolt 11 locking fixed, and only cover frame 1 can be firmly fixed at the top outer lane of spandrel girder 3, and extension board 2 is also closely contradicted at the lower surface of crossbeam 4 this moment.
The bottom intermediate position welded fastening of backup pad 2 has end connecting plate 21, and the side below surface welded fastening of cover frame 1 has side connecting plate 12 simultaneously, all is connected with vaulting pole 5 through first connecting bolt 51 between the side connecting plate 12 of end connecting plate 21 and both sides, and first connecting bolt 51 runs through vaulting pole 5 and end connecting plate 21 simultaneously through the hole and realizes the locking of vaulting pole 5 and end connecting plate 21 fixed, and first connecting bolt 51 runs through vaulting pole 5 and side connecting plate 12 simultaneously through the hole, realizes the locking of vaulting pole 5 and side connecting plate 12 fixed, and then carries out firm support to the bottom intermediate position of backup pad 2.
The middle position between the two side stay bars 5 is transversely connected and fixed with the cross bar 6 through the second connecting bolt 61, the cross bar 6 is parallel to the support plate 2, the strength of the stay bars 5 supported between the sleeve frame 1 and the support plate 2 can be increased, the second connecting bolt 61 simultaneously penetrates through the stay bars 5 and the cross bar 6 through holes, and connection locking between the cross bar 6 and the stay bars 5 is achieved.
The middle position of the bottom connecting plate 21 and the middle position of the cross rod 6 are fixedly connected with the vertical rods 7 through the third connecting bolts 71, the vertical rods 7 can further increase the strength of the supporting structure, and simultaneously provide supporting and reinforcing effects for the middle position of the bottom of the support plate 2, and the third connecting bolts 71 penetrate through the bottom connecting plate 21 and the vertical rods 7, the vertical rods 7 and the cross rod 6 through holes at the same time, so that the vertical rods 7 are firmly locked between the bottom connecting plate 21 and the cross rod 6.
When the support frame is used, the sleeve frame 1 is sleeved on the outer ring of the spandrel girder 3 and is pushed to a state close to the top as much as possible, meanwhile, the support plate 2 is also abutted against the bottom surface of the cross beam 4, the support frame is used for keeping firm support on the sleeve frame 1 and the support plate 2, then the long bolt 11 is screwed down, the sleeve frame 1 is firmly locked on the outer ring of the spandrel girder 3, the support rod 5 is connected between the side connecting plate 12 and the bottom connecting plate 21 by using the first connecting bolt 51, the cross rod 6 is connected between the middle parts of the two side support rods 5 by using the second connecting bolt 61, the vertical rod 7 is connected between the bottom connecting plate 21 and the middle part of the cross rod 6 by using the third connecting bolt 71, then the support structure of the sleeve frame 1 and the support plate 2 can be removed, the two sides of the support plate 2 obtain enough support acting force by the sleeve frame 1, the two side support rods 5 are firmly supported on the side of the sleeve frame 1 under the support action of the transverse cross rod 6, and the cross rod 5 at the middle position can firmly support the side of the sleeve frame 1, meanwhile, the support acting force on the middle position of the support plate 2 is firmly provided for the bottom of the support plate 2 by the support plate 2 is firmly through the vertical rod 7 and the support acting on the middle position 2.
Claims (5)
1. The utility model provides a floor beam reinforced structure, includes cover frame (1) and extension board (2), its characterized in that: the sleeve frames (1) are sleeved and fixed on the outer rings of the bearing beams (3) at the two sides, and the support plates (2) are connected between the sleeve frames (1) at the two sides and supported and abutted on the bottom surfaces of the cross beams (4);
a bottom connecting plate (21) is fixedly welded at the middle position of the bottom of the support plate (2), side connecting plates (12) are fixedly welded on the side surfaces of the sleeve frame (1), and supporting rods (5) are connected between the bottom connecting plate (21) and the side connecting plates (12) on two sides through first connecting bolts (51);
the middle position between the two side supporting rods (5) is transversely connected and fixed with a cross rod (6) through a second connecting bolt (61).
2. A floor beam reinforcing structure according to claim 1, wherein: the sleeve frames (1) on two sides of the support plate (2) are formed by splicing two halves, and the sleeve frames (1) are locked and fixed on the outer ring of the spandrel girder (3) through long bolts (11).
3. A floor beam reinforcing structure according to claim 1, wherein: the middle position of the bottom connecting plate (21) and the middle position of the cross rod (6) are fixedly connected with a vertical rod (7) through a third connecting bolt (71).
4. A floor beam reinforcing structure according to claim 1, wherein: the first connecting bolt (51) penetrates through the supporting rod (5), the bottom connecting plate (21) and the side connecting plate (12) through holes in the surfaces of the supporting rod (5), the bottom connecting plate (21) and the side connecting plate (12).
5. A floor beam reinforcing structure according to claim 1, wherein: the second connecting bolt (61) penetrates through the supporting rod (5) and the cross rod (6) through holes formed in the middle of the supporting rod (5) and the tail end of the cross rod (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321137608.XU CN220667043U (en) | 2023-05-12 | 2023-05-12 | Floor beam reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321137608.XU CN220667043U (en) | 2023-05-12 | 2023-05-12 | Floor beam reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220667043U true CN220667043U (en) | 2024-03-26 |
Family
ID=90332244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321137608.XU Active CN220667043U (en) | 2023-05-12 | 2023-05-12 | Floor beam reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220667043U (en) |
-
2023
- 2023-05-12 CN CN202321137608.XU patent/CN220667043U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Libin Inventor after: Hao Jing Inventor after: Zhang Jianyun Inventor after: Sun Dujuan Inventor before: Hao Jing Inventor before: Zhang Jianyun Inventor before: Sun Dujuan |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240506 Address after: No. 125 Lugang Road, Jingxiu District, Baoding City, Hebei Province Patentee after: HEBEI CONSTRUCTION GROUP Corp.,Ltd. Country or region after: China Address before: No. 601, Wanggushan Village, Local Town, Pingyi County, Linyi City, Shandong Province, 276000 Patentee before: Hao Jing Country or region before: China |