CN205743066U - For bearing the interim reinforcement structure of floor of heavy load - Google Patents
For bearing the interim reinforcement structure of floor of heavy load Download PDFInfo
- Publication number
- CN205743066U CN205743066U CN201620425830.3U CN201620425830U CN205743066U CN 205743066 U CN205743066 U CN 205743066U CN 201620425830 U CN201620425830 U CN 201620425830U CN 205743066 U CN205743066 U CN 205743066U
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- CN
- China
- Prior art keywords
- floor
- girder
- steel beam
- longeron
- reinforced steel
- Prior art date
- 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.)
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Abstract
The utility model discloses a kind of interim reinforcement structure of floor for bearing heavy load, this floor is provided with many crossbeams, it is provided with multiple tracks longeron, if this reinforcement structure includes longitudinally disposed arterial highway reinforced steel beam and girder and Duo Gen brace steel post between two adjacent described crossbeams；Described brace steel post is supported on below described longeron, is welded with one and supports joist between two laterally adjacent described brace steel posts, is vertically connected with one and supports shaped steel on described support joist；Arranging described reinforced steel beam and girder together described in adjacent twice between longeron, described reinforced steel beam and girder is supported on below floor, and reinforced steel beam and girder described in per pass is connected with described crossbeam by anchor slab by many described support type bracing members, the two ends of described reinforced steel beam and girder.Load on floor can be delivered evenly to ground by this utility model effectively, both can guarantee that floor is not subject to crushing, and can improve again the bearing capacity of floor；When floor heavy duty is removed, easily remove, can quickly revert to original state.
Description
Technical field
This utility model relates to a kind of floor reinforcement structure, and a kind of floor for bearing heavy load is strengthened temporarily
Structure.
Background technology
For the bigger space that utilizes, most domestic new building is all designed with basement.Basement can monolayer or many
Layer, can be as underground parking, warehouse, pumping plant, and machine room etc. uses, and it is red that basement region area the most all covers building
Area in line region, on it, floor can bear pedestrian and general vehicle load.But, on locality, floor need to be stacked temporarily
When lot of materials or installation large-scale component, need heavy-duty machinery (such as truck crane etc.) operation on floor, original floor
Design load can not meet the demand of actual loading on floor, now needs to take effective strengthening measure, makes the floor will not
It is subject to crushing because of heavy duty, it is to avoid floor produces collapse phenomenon because of overweight.
Summary of the invention
This utility model provides a kind of floor for bearing heavy load for solving technical problem present in known technology
Interim reinforcement structure, this structure is not only able to improve the bearing capacity of floor temporarily, additionally it is possible to quickly revert to original state.
This utility model is adopted the technical scheme that by solving technical problem present in known technology: one is used for bearing
The interim reinforcement structure of floor of heavy load, this floor is provided with many crossbeams, is provided with between two adjacent described crossbeams
Multiple tracks longeron, if this reinforcement structure includes longitudinally disposed arterial highway reinforced steel beam and girder and Duo Gen brace steel post；Described supporting steel
Post is supported on below described longeron, is welded with one and supports joist between two laterally adjacent described brace steel posts,
Vertically it is connected with one on described support joist and supports shaped steel；Add described in arranging between longeron described in adjacent twice together
Strong girder steel, described reinforced steel beam and girder is supported on below floor, reinforced steel beam and girder described in per pass by many described support type bracing members,
The two ends of described reinforced steel beam and girder are connected with described crossbeam by anchor slab.
Many described brace steel posts are evenly arranged.
This utility model has the advantage that with good effect: this utility model is that the driving floor under heavy load adds consolidation
Structure, employing shaped steel as main reinforcement material, load path is: floor heavy duty-floor-reinforced steel beam and girder-support shaped steel
-support joist-brace steel post-ground, effectively the load on floor can be delivered evenly to ground, both can guarantee that floor
It is not subject to crushing, the bearing capacity of floor can be improved again；When floor heavy duty is removed, shaped steel can be easy to remove, can be quickly
Revert to original state.In sum, this utility model has that principle is simple, processing ease, supporting effect are good and shaped steel
The advantages such as recoverable.
Accompanying drawing explanation
Fig. 1 is front elevation view of the present utility model；
Fig. 2 is side elevational view of the present utility model.
In figure: 1, reinforced steel beam and girder；2, joist is supported；3, brace steel post；4, shaped steel is supported；5, crossbeam；6, vertical
Beam；7, floor.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and coordinate
Accompanying drawing describes in detail as follows:
Referring to Fig. 1 and Fig. 2, a kind of interim reinforcement structure of floor for bearing heavy load, this floor 7 is provided with many
Root crossbeam 5, is provided with multiple tracks longeron 6 between two adjacent described crossbeams 5, and this reinforcement structure includes longitudinally disposed
If arterial highway reinforced steel beam and girder 1 and Duo Gen brace steel post 3；Described brace steel post 3 is supported on below described longeron 6, in horizontal phase
It is welded with one between two adjacent described brace steel posts 3 and supports joist 2, described support joist 2 is vertically connected with one
Individual support shaped steel 4；Described reinforced steel beam and girder 1, described reinforced steel beam and girder 1 together are being set between longeron 6 described in adjacent twice
Being supported on below floor 7, reinforced steel beam and girder 1 described in per pass is supported by many described support shaped steel 4, described reinforced steel beam and girder 1
Two ends be connected with described crossbeam 5 by anchor slab.
In the present embodiment, in order to be delivered evenly on ground by the load on floor, many described brace steel posts 3 are equal
Even layout.
Construction method of the present utility model:
Anchor slab is first installed on floor crossbeam 5, then lifts brace steel post 3 with truck crane, support floor longeron 6 and complete peace
Dress；Use truck crane lifting reinforced steel beam and girder 5, and weld with the most mounted anchor slab；Joist 2 will be supported on ground
Weld with supporting shaped steel 4, then utilize truck crane to be lifted to elevator, utilize elevator its jacking to be arrived afterwards
Precalculated position, and two ends and brace steel post 3 firm welding of joist 2 will be supported；Supporting shaped steel 4 and reinforced steel beam and girder 1
Between jump a queue backing plate, after holding out against reinforced steel beam and girder 1, then spot welding holds out against face surrounding.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing, but this utility model not office
Being limited to above-mentioned detailed description of the invention, above-mentioned detailed description of the invention is only schematically, is not restrictive, this
The those of ordinary skill in field, under enlightenment of the present utility model, is being protected without departing from this utility model objective and claim
In the case of the scope protected, it is also possible to make a lot of form, within these belong to protection domain of the present utility model.
Claims (2)
1., for bearing the interim reinforcement structure of floor of heavy load, this floor is provided with many crossbeams, adjacent two
Multiple tracks longeron it is provided with between crossbeam, it is characterised in that if this reinforcement structure includes that longitudinally disposed arterial highway is strengthened described in root
Girder steel and Duo Gen brace steel post；
Described brace steel post is supported on below described longeron, is welded with one between two laterally adjacent described brace steel posts
Root supports joist, is vertically connected with one and supports shaped steel on described support joist；
Arranging described reinforced steel beam and girder together described in adjacent twice between longeron, described reinforced steel beam and girder is supported on below floor,
Reinforced steel beam and girder described in per pass is by many described support type bracing members, and the two ends of described reinforced steel beam and girder are by anchor slab and described crossbeam
Connect.
The interim reinforcement structure of floor for bearing heavy load the most according to claim 1, it is characterised in that many
Described in root, brace steel post is evenly arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620425830.3U CN205743066U (en) | 2016-05-11 | 2016-05-11 | For bearing the interim reinforcement structure of floor of heavy load |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620425830.3U CN205743066U (en) | 2016-05-11 | 2016-05-11 | For bearing the interim reinforcement structure of floor of heavy load |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205743066U true CN205743066U (en) | 2016-11-30 |
Family
ID=57369133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620425830.3U Expired - Fee Related CN205743066U (en) | 2016-05-11 | 2016-05-11 | For bearing the interim reinforcement structure of floor of heavy load |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205743066U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737790A (en) * | 2022-05-07 | 2022-07-12 | 中国十九冶集团有限公司 | Reverse dismantling method for high-rise frame structure |
-
2016
- 2016-05-11 CN CN201620425830.3U patent/CN205743066U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737790A (en) * | 2022-05-07 | 2022-07-12 | 中国十九冶集团有限公司 | Reverse dismantling method for high-rise frame structure |
| CN114737790B (en) * | 2022-05-07 | 2023-02-28 | 中国十九冶集团有限公司 | Reverse dismantling method for high-rise frame structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20210511 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |