CN206128677U - Cylinder reinforced structure in building - Google Patents
Cylinder reinforced structure in building Download PDFInfo
- Publication number
- CN206128677U CN206128677U CN201621172682.5U CN201621172682U CN206128677U CN 206128677 U CN206128677 U CN 206128677U CN 201621172682 U CN201621172682 U CN 201621172682U CN 206128677 U CN206128677 U CN 206128677U
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- CN
- China
- Prior art keywords
- cylinder
- steel slab
- strengthening steel
- outside
- ruggedized construction
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Abstract
The utility model discloses a cylinder reinforced structure in building, its technical scheme main points are including the cylinder, the cylinder outside all around is equipped with the reinforcement steel sheet, consolidate and to be connected through the concrete between steel sheet and the main part, be equipped with a plurality of through -holes on the reinforcement steel sheet, the concrete passes the through -hole and consolidates steel sheet surface parallel and level, be equipped with the strengthening rib on the reinforcement steel sheet, the strengthening rib is the X -shaped cross arrangement, it is equipped with the back up coat to consolidate the steel sheet outside. This kind of cylinder reinforced structure in building carries out the omnidirectional protection to the cylinder total, avoids appearing the circumstances that local fracture damaged, after accomplishing the reinforcement, can not influence the overall structure of cylinder through the decoration.
Description
Technical field
This utility model is related to a kind of building engineering field, more specifically, it relates to a kind of building inner cylinder adds consolidation
Structure.
Background technology
Post directly bears the whole building vertical loads transmitted by superstructure and beam, while undertaking horizontal earthquake action and wind lotus
The horizontal loadings such as load, post stress performance directly determines the safety of building structure, is most important primary structure member in building structure.By
The reason such as old is improved and builds using changing function, building aseismicity demand in building, substantial amounts of building structure at present is carried out not
With the reparation and reinforcing of degree, and wherein especially with reinforced column, the reparation of pin and masonry post and reinforce and more prominent be
It is urgent.
The Chinese patent of Publication No. CN102080454A discloses the post ruggedized construction in a kind of building, and it is included along post
Short transverse, at interval of 50～300mm, one steel strap be installed, steel strap around post circumferential closure, the steel strap
Tension stress is the 10～50% of the ultimate tensile strength of steel band, although the post ruggedized construction in this building can effectively change
The strength and deformation ability of kind post, and cracking is effectively limited or delays, simple to operate with easy construction, with low cost, performance is excellent
Good the characteristics of, but steel strap and angle steel wrap up less than cylinder still it may happen that the situation of the cracking that crushes, so as to nothing
Method reaches the effect of reinforcing.
Utility model content
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of building inner cylinder to add consolidation
Structure, have an advantage in that carries out effective reinforcement protection to whole cylinder, it is to avoid the situation of Local Cracking damage occur.
For achieving the above object, this utility model provides following technical scheme：One kind building inner cylinder ruggedized construction, bag
Cylinder is included, the cylinder surrounding outside is provided with strengthening steel slab, is connected by concrete between the strengthening steel slab and main body, described
Strengthening steel slab is provided with some through holes, the concrete through through hole and strengthening steel slab flush, the strengthening steel slab it is upper
Reinforcement is provided with, the reinforcement is arranged in a crossed manner in X-shaped, the strengthening steel slab outside is provided with back-up coat.
It is arranged on the surrounding of cylinder and wraps up cylinder to serve cylinder and add by adopts above-mentioned technical proposal, strengthening steel slab
Gu the effect of protection, is connected strengthening steel slab with cylinder using concrete, it is to avoid the phenomenon that strengthening steel slab comes off from cylinder,
Concrete penetrates into the connection area that increased strengthening steel slab and cylinder in through hole after solidification, further enhances strengthening steel slab
With the bonding strength of cylinder；Reinforcement enhances the rigidity of strengthening steel slab itself stretch-proof, it is to avoid strengthening steel slab stress becomes
The situation of shape, the back-up coat that outside is provided with further ensure that the reinforcing to cylinder, while also reduce strengthening steel slab going out
The situation of existing stress deformation.
This utility model is further arranged to：Described back-up coat includes that cylinder outside is close with cylinder by strengthening steel slab
The reinforcing bar that the carbon fibre web of connection, carbon fibre web outside upright are arranged, the reinforcing bar is welded and fixed with strengthening steel slab.
By adopting above-mentioned technical proposal, strengthening steel slab is wrapped on cylinder using carbon fibre web, enhances reinforcing steel
The connective stability of plate and cylinder, the reinforcing bar being provided with the outside of carbon fibre web is reinforced to carbon fibre web, while reinforcing bar also may be used
Think that cylinder shares some pressure, protection is played a part of to cylinder.
This utility model is further arranged to：Steel strap on the outside of described cylinder, the steel strap around cylinder circumferential closure,
Carbon fibre web, reinforcing bar are tightened up in being wrapped in.
By adopting above-mentioned technical proposal, when cylinder is pressurized, the power of a part can be transmitted on strengthening steel slab, may
Strengthening steel slab stress is caused to deform, it is effective by steel strap so as to cause carbon fibre web and reinforcing bar to be expanded to cylinder outside
Reduce the situation that back-up coat stress is expanded outwardly.
This utility model is further arranged to：Described steel strap is installed using pneumatic packaging machine, uses fastener for bundling articles permanent envelope
Mouth is fixed.
By adopting above-mentioned technical proposal, steel strap is not integral piece, but has steel band enclosure to form, by pneumatic packing
Machine is sealed steel strap using fastener for bundling articles, it is ensured that the connective stability of steel strap.
This utility model is further arranged to：Two described adjacent strengthening steel slabs are welded and fixed.
The company of strengthening steel slab and cylinder is further increased by adopting above-mentioned technical proposal, adjacent strengthening steel slab welding
Stability is connect, reduces the phenomenon that strengthening steel slab comes off from cylinder.
This utility model is further arranged to：There is gap, the back-up coat with the two ends of cylinder in described strengthening steel slab
Outside is provided with epoxy resin mortar layer.
The increase resistance to compression of back-up coat is can ensure that by adopting above-mentioned technical proposal, epoxy resin mortar, antidetonation improves wearability
The middle polymer of weatherability, can greatly improve the service life and service life of cylinder and strengthening steel slab, while also entering one
The connective stability that ensure that back-up coat and cylinder of step.
This utility model is further arranged to：Described cylinder outside is provided with the decoration of covering.
The effect of protection can be formed to the ruggedized construction on cylinder by adopting above-mentioned technical proposal, decoration, while
Also the reinforcing member on cylinder is covered up to into effect attractive in appearance.
In sum, this utility model has the advantages that：
1st, omnibearing protection is carried out to cylinder total, it is to avoid the situation of Local Cracking damage occur；
2nd, after reinforcement is completed, the overall structure of cylinder is not interfered with by decoration.
Description of the drawings
Fig. 1 is to represent the structural representation that building inner cylinder is reinforced；
Fig. 2 is the left view for representing cylinder after reinforcing；
Fig. 3 is the sectional view of A-A in Fig. 2.
Reference：1st, cylinder；2nd, strengthening steel slab；21st, through hole；22nd, reinforcement；3rd, concrete；4th, back-up coat；41st, carbon
Fleece；42nd, reinforcing bar；5th, steel strap；51st, fastener for bundling articles；6th, gap；7th, epoxy resin mortar layer；8th, decoration.
Specific embodiment
This utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment one：One kind building inner cylinder ruggedized construction, as shown in Figures 1 to 3, including cylinder 1, outside the surrounding of cylinder 1
Side is provided with strengthening steel slab 2, and strengthening steel slab 2 is arranged on the surrounding of cylinder 1 and wraps up cylinder 1 and serves reinforcement protection to cylinder 1
Effect, using concrete 3 will between strengthening steel slab 2 and main body connect, concrete 3 have larger adhesion after having solidified with
And anti-pressure ability, can be avoided the phenomenon that strengthening steel slab 2 comes off from cylinder 1；In order to strengthen strengthening steel slab 2 with cylinder 1
Bonding strength, is provided with some through holes 21 on strengthening steel slab 2, and concrete 3 is mixed through through hole 21 and the flush of strengthening steel slab 2
Solidifying soil 3 penetrates into the connection area that increased strengthening steel slab 2 and cylinder 1 in through hole 21 after solidification, further enhances reinforcing
The bonding strength of steel plate 2 and cylinder 1；When cylinder 1 is under pressure to be damaged, cylinder 1 can produce pressure to strengthening steel slab 2
Urgent power, due to the tensile strength of strengthening steel slab 2 itself it is limited, while and affected by through hole 21, in order to strengthen strengthening steel slab 2
Tensile strength, so be provided with reinforcement 22 on strengthening steel slab 2, reinforcement 22 enhances strengthening steel slab 2 itself stretch-proof
Rigidity, it is to avoid the situation that the stress of strengthening steel slab 2 deforms, in order to strengthen reinforcement 22 to the tensile strength of strengthening steel slab 2
Lifted, reinforcement 22 is arranged in a crossed manner in X-shaped, and X-shaped reinforcement 22 arranged in a crossed manner possesses the stability of triangle, to reinforcing
The tensile strength of steel plate 2 plays a part of amplification, in order to realize to cylinder 1 further reinforcing, sets in the outside of strengthening steel slab 2
There is back-up coat 4.
Back-up coat 4 includes the carbon fibre web 41, carbon fibre web that the outside of cylinder 1 is closely connected strengthening steel slab 2 with cylinder 1
The reinforcing bar 42 that 41 outside uprights are arranged, reinforcing bar 42 is welded and fixed with strengthening steel slab 2, and workmen fixes strengthening steel slab 2
After, strengthening steel slab 2 and cylinder 1 are wrapped up using carbon fibre web 41 and carbon fibre web 41 joint is effectively solid
Fixed, carbon fibre web 41 is used for the tension of structural elements and seismic hardening, further carries out reinforcement effect to cylinder 1；Complete carbon
After the laying of fleece 41, it is provided with vertical with what strengthening steel slab 2 was fixedly connected by solder technology in the outside of carbon fibre web 41
The reinforcing bar 42 of setting, reinforcing bar 42 is reinforced to carbon fibre web 41, while reinforcing bar 42 can also share some pressure for cylinder 1,
Protection is played a part of to cylinder 1.
The power of a part can be transmitted on strengthening steel slab 2 when cylinder 1 is pressurized, be likely to result in the generation of the stress of strengthening steel slab 2
Deformation, so as to cause carbon fibre web 41 and reinforcing bar 42 to the expansion of the outside of cylinder 1, in order to ensure the stability of back-up coat 4, it is to avoid send out
Life situation about expanding outwardly, in the outside steel strap 5 of cylinder 1, steel strap 5 around the circumferential closure of cylinder 1, by carbon fibre web 41, reinforcing bar
42 tighten up and be wrapped in, the situation that the stress of back-up coat 4 is expanded outwardly is effectively reduced by steel strap 5；Due to steel strap 5 not
It is integral piece, but has steel band enclosure to form, in order to ensure the tensile strength of steel strap 5, steel strap 5 is utilized into pneumatic packaging machine
Install, with fastener for bundling articles 51, forever sealing is fixed, it is ensured that the connective stability of steel strap 5, so as to be also beneficial to that cylinder 1 is carried out
Reinforcement.
Embodiment two：One kind building inner cylinder ruggedized construction, be with the difference of embodiment one, as shown in Figures 1 to 3,
Strengthening steel slab 2 is added in the later stage on cylinder 1, in order to improve the stability on cylinder 1 of strengthening steel slab 2, will be adjacent
Two strengthening steel slabs 2 are welded and fixed, and are welded and fixed the connective stability for being conducive to increased strengthening steel slab 2 and cylinder 1, reduce and add
Gu the phenomenon that steel plate 2 comes off from cylinder 1.In order to ensure that back-up coat 4 can contact fixation with cylinder 1, it is to avoid 4 works of back-up coat
On strengthening steel slab 2, so strengthening steel slab 2 is made smaller than into the height of cylinder 1, all strengthening steel slabs 2 and the two of cylinder 1
There is gap 6 in end, epoxy resin mortar layer 7 is increased in the outside of back-up coat 4 after operator, and epoxy resin mortar can ensure that back-up coat 4
Increase resistance to compression, antidetonation improves the middle polymer of wearability weatherability, can greatly improve the use of cylinder 1 and strengthening steel slab 2
Life-span and service life, while also further ensure that the connective stability of back-up coat 4 and cylinder 1.
After reinforcement is carried out to cylinder 1, in order to ensure stablizing for ruggedized construction, it is to avoid ruggedized construction stress is damaged
Bad, so being provided with the decoration 8 of covering in the outside of cylinder 1, decoration 8 can form protection to the ruggedized construction on cylinder 1
Effect, while also the reinforcing member on cylinder 1 is covered up to into effect attractive in appearance.
This specific embodiment is only that it is not to restriction of the present utility model, ability to explanation of the present utility model
Field technique personnel can make as needed the modification without creative contribution after this specification is read to the present embodiment, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (7)
1. a kind of building inner cylinder ruggedized construction, including cylinder（1）, it is characterized in that：The cylinder（1）Surrounding outside is provided with reinforcing
Steel plate（2）, the strengthening steel slab（2）Pass through concrete between main body（3）Connection, the strengthening steel slab（2）It is provided with some
Through hole（21）, the concrete（3）Through through hole（21）With strengthening steel slab（2）Flush, the strengthening steel slab（2）On set
There is reinforcement（22）, the reinforcement（22）It is arranged in a crossed manner in X-shaped, the strengthening steel slab（2）Outside is provided with back-up coat（4）.
2. a kind of building inner cylinder ruggedized construction according to claim 1, is characterized in that：The back-up coat（4）Including post
Body（1）Outside is by strengthening steel slab（2）With cylinder（1）The carbon fibre web for closely connecting（41）, carbon fibre web（41）Outside upright
The reinforcing bar of setting（42）, the reinforcing bar（42）With strengthening steel slab（2）It is welded and fixed.
3. a kind of building inner cylinder ruggedized construction according to claim 2, is characterized in that：The cylinder（1）Outside steel band
Hoop（5）, the steel strap（5）Around cylinder（1）Circumferential closure, by carbon fibre web（41）, reinforcing bar（42）Tighten up in being wrapped in.
4. a kind of building inner cylinder ruggedized construction according to claim 3, is characterized in that：The steel strap（5）Using gas
Dynamic baling press is installed, and uses fastener for bundling articles（51）Permanent sealing is fixed.
5. a kind of building inner cylinder ruggedized construction according to claim 4, is characterized in that：Two adjacent reinforcing steel
Plate（2）It is welded and fixed.
6. a kind of building inner cylinder ruggedized construction according to claim 5, is characterized in that：The strengthening steel slab（2）With post
Body（1）Two ends there is gap（6）, the back-up coat（4）Outside is provided with epoxy resin mortar layer（7）.
7. a kind of building inner cylinder ruggedized construction according to claim 6, is characterized in that：The cylinder（1）Outside is provided with
The decoration of covering（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172682.5U CN206128677U (en) | 2016-10-26 | 2016-10-26 | Cylinder reinforced structure in building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172682.5U CN206128677U (en) | 2016-10-26 | 2016-10-26 | Cylinder reinforced structure in building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128677U true CN206128677U (en) | 2017-04-26 |
Family
ID=58576157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621172682.5U Expired - Fee Related CN206128677U (en) | 2016-10-26 | 2016-10-26 | Cylinder reinforced structure in building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128677U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424763A (en) * | 2019-08-06 | 2019-11-08 | 北京市安泰运源建筑工程有限公司 | A kind of armored structure and its application method of column |
| CN115467546A (en) * | 2022-08-22 | 2022-12-13 | 陈万里 | Reinforced structure of building column and construction method thereof |
-
2016
- 2016-10-26 CN CN201621172682.5U patent/CN206128677U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424763A (en) * | 2019-08-06 | 2019-11-08 | 北京市安泰运源建筑工程有限公司 | A kind of armored structure and its application method of column |
| CN110424763B (en) * | 2019-08-06 | 2021-07-13 | 北京市安泰运源建筑工程有限公司 | Steel-clad structure of stand column and using method thereof |
| CN115467546A (en) * | 2022-08-22 | 2022-12-13 | 陈万里 | Reinforced structure of building column and construction method thereof |
| CN115467546B (en) * | 2022-08-22 | 2024-01-12 | 陈万里 | Reinforced structure of building column and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170426 Termination date: 20171026 |