CN208777759U - A kind of building reconstruction bracing means - Google Patents
A kind of building reconstruction bracing means Download PDFInfo
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- CN208777759U CN208777759U CN201821242894.5U CN201821242894U CN208777759U CN 208777759 U CN208777759 U CN 208777759U CN 201821242894 U CN201821242894 U CN 201821242894U CN 208777759 U CN208777759 U CN 208777759U
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- support
- bracing means
- plate
- building reconstruction
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- 239000004567 concrete Substances 0.000 abstract description 31
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- 238000012946 outsourcing Methods 0.000 abstract description 12
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Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to building reinforcement technique field, specifically disclose a kind of building reconstruction bracing means, the outsourcing shell being successively spliced including several splice plates head and the tail, the identical and parallel support link of at least two length is hinged on splice plate, vertical support column is equipped on the outside of splice plate, support link free end is side walls hinged with support column, and support top end is connected with lateral support plate, and support plate is equipped with floor locking piece.The junction between floor and concrete column can be reinforced using the utility model.
Description
Technical field
The utility model relates to build reinforcement technique field, and in particular to a kind of building reconstruction bracing means.
Background technique
Currently, with the development of building trade and reform, there are more and more buildings, need to carry out Testing and appraisal and adopt
Take reinforcement measure.It is broadly divided into following several types: 1, since improper use, long neglected and in disrepair, structure have damage destruction, Bu Nengman
When the current requirement of foot or insufficient safety, to be identified and be reinforced；2, cause work since mistake occurring in design or construction
When journey quality accident, original structure is identified or is reinforced, such case is in new construction and is completed the engineering to come into operation
In be all likely encountered；3, it when generating cracking due to the influence structure of disastrous occurrence and destroy, needs to identify original structure
With reinforcing (such as after earthquake, typhoon and fire etc. influence)；4, to some important historical buildings, memorable building
When being protected, structure is identified and reinforced；5, when being reconstructed to building, being extended and added layer, need pair
Original structure is identified and is reinforced；6, it needs that structural elements is disposed with great change and influenced former in fitting up building
When structure stress system, structure should be identified and be reinforced；7 but there is deep big foundation pit excavation near existed building, and this
Kind is excavated when can cause land movement and then can generate adverse effect to the existed building around foundation pit, should be to these building progress
Identification and reinforce, this be also to ensure that existed building around foundation pit safely, ensure what base pit engineering and new construction were gone on smoothly
One of important measures.
The detection reinforcing that house continues reconstruction project is not only made full use of and has been exploited natural resources, is also saved and is removed building and arrange
The civil engineering costs in place reduces pollution of the building waste to environment, shortens construction period, avoids overlapping construction, realizes to not
Exploitative saving, protecting ecology balance realize the sustainable development in city, therefore the transformation and maintenance of existing building add
Gu gradually becoming one of the hot spot of construction industry.
The type that building is reinforced is broadly divided into system reinforcing and strengthening member, and wherein strengthening member is divided into strengthening of foundation, brick
Wall reinforcing, Reinforced Concrete Reinforcement and concrete beam strengthening, in Reinforced Concrete Reinforcement, what the prior art mainly used
Method, which has in three, plants: the case where first method is increasing section method for strengthening, and the method transfinites suitable for axial compression ratio or arrangement of reinforcement；The
Two kinds of methods are steel-encasing strengthening methods, and the method is suitable for the situation of concrete column longitudinal reinforcement deficiency；The third method is
The case where stickup carbon cloth circumferential direction closing ring method for strengthening, the method is suitable for concrete column horizontal direction under-reinforced.
Above-mentioned three kinds of methods are reinforced to concrete itself, and not to the junction between floor and concrete column
Consolidation process is carried out, when floor or concrete column are impacted or shaken, it is easy to cause floor and concrete column
Between junction there is a situation where loosening even connection occur and fall off so that entire building structure is destroyed, therefore
Junction between floor and concrete column, which reinforces, to be also necessary.
Utility model content
The purpose of this utility model is to provide a kind of building reconstruction bracing means, can be between floor and concrete column
Junction reinforced.
In order to achieve the above objectives, the utility model adopts the following technical solution:
A kind of building reconstruction bracing means is spelled including the outsourcing shell that several splice plates head and the tail are successively spliced
It is hinged with the identical and parallel support link of at least two length on fishplate bar, is equipped with vertical support column on the outside of splice plate,
Support link free end is side walls hinged with support column, and support top end is connected with lateral support plate, and support plate is equipped with floor
Locking piece.
The principle of this programme is:
Outsourcing shell is used to form concrete column outsourcing banding, and outsourcing shell is successively spelled using several splice plates head and the tail
Structure made of connecing can be suitably used for the concrete column of various different cross section shapes, and support link is for the support as support column
Structure, support column is for the support construction as support plate, when outsourcing shell banding is outside concrete column, rotational support connecting rod
Just support column can be driven to move, the vertical position of support column also changes, and support column drives the vertical position of support plate to occur
Variation, so that support plate is adjacent to soffit, the floor locking piece on disk easy to support, will by the fixed soffit of support plate
Support link between support column and splice plate is arranged to the identical and parallel structure of multiple length, so that moving in support link
Support column can remain vertical state in the process, therefore the upper surface of support plate can be parallel with floor always.
Following technical effect can be reached using this programme:
1, banding is carried out to concrete column by outsourcing shell, support plate locks floor, support link and support
Column realizes that the connection between outsourcing shell and support plate increases to realize the reinforcing of concrete column and floor junction
Soundness between concrete column and floor.
2, the structure that outsourcing shell is successively spliced using several splice plates head and the tail, can be suitably used for various different cross sections
The concrete column of shape and area of section.
3, between support column and splice plate in such a way that multiple parallel support links are connected, rotational support connecting rod
The vertical motion of support column is realized, to drive support plate vertical motion until support plate is affixed with soffit, and support connects
Support column can remain vertical state in bar rotation process, therefore the upper surface of support plate can be parallel with floor always.
Further, the both ends of splice plate are respectively equipped with the mutually matched mounting hole of energy and lock.By on contiguous concatenation plate
Mounting hole and lock cooperation, can simple realization contiguous concatenation plate splicing.
Further, the support link quantity on splice plate is two.Two support links are simplest structure.
Further, web member is hinged between two support links on splice plate.Web member reinforces the branch of two support links
Support force.
Further, support column includes sleeve and the slide bar that is slidably arranged in sleeve, between slide bar bottom end and collet base wall
It is connected with elastic component, support plate is fixedly connected with top end of sliding rod, and support link is hinged on sleeve outer wall.Pressure spring can absorb centainly
Impact or shock energy, there is certain cushion stroke, be able to bear certain Floor Slab Deformation, entire bracing means not rapid wear
Bad, the service life is longer.
It further, is in up-small and down-big taper at the top of sleeve.Being not easily accessible in sleeve using external world's rainwater when this structure is made
Obtain pressure spring corrosion.
Further, the interior of support column is filled with elastic filler.Elastic filler can also absorb a part impact and vibration
Energy.
Further, floor locking piece is tapping screw.It can be realized between support plate and floor by tightening tapping screw
Connection, be not necessarily to the preparatory aperture on floor, it is easy to operate.
Further, support plate is disk.Since disk is without sharp corners, when deformation occurs for floor, support plate is to floor
The damage of bottom surface is smaller.
Detailed description of the invention
Fig. 1 is the longitudinal sectional drawing of the utility model embodiment.
Specific embodiment
Below by the further details of explanation of specific embodiment:
Appended drawing reference in Figure of description include: concrete column 1, floor 2, splice plate 3, support link 4, web member 40,
Support column 5, sleeve 51, slide bar 52, pressure spring 53, support plate 6, tapping screw 60.
As shown in Figure 1, the building reconstruction bracing means of the present embodiment, including 3 head and the tail of multiple splice plates successively splice and
At outsourcing shell, each 3 both ends of splice plate be respectively equipped with can mutually matched mounting hole and lock, when splicing, will be one of
The lock of splice plate 3 is caught in the mounting hole of another piece of splice plate 3, that is, realizes the splicing of two pieces of splice plates 3, when reality is spliced,
The quantity of suitable splice plate 3 is selected according to the cross-sectional sizes of concrete column 1.Multiple vertical points are welded on splice plate 3
The otic placode of cloth is hinged with support link 4 by pin shaft on otic placode, and 4 length of multiple support links on splice plate 3 is identical and flat
It goes, vertical support column 5 is equipped on the outside of splice plate 3, support column 5 includes sleeve 51 and the slide bar being slidably arranged in sleeve 51
52, it is connected with pressure spring 53 between 51 bottom wall of 52 bottom end of slide bar and sleeve, is in up-small and down-big taper at the top of sleeve 51, extraneous rainwater is not
Easily entering in sleeve 51 corrodes pressure spring 53, is also filled with elastic filler such as foam etc. in sleeve 51.52 top one of slide bar
Body formed to have a circular support plate 6, support plate 6 is vertical with slide bar 52, and support plate 6 and 52 junction of slide bar are located at support
The bottom center of disk 6, support plate 6 are equipped with multiple floor locking pieces circumferentially distributed along support plate 6, and floor locking piece is self tapping
Screw 60.Multiple otic placodes being vertically distributed are welded on 51 outer wall of sleeve, in the quantity and splice plate 3 of 51 upper ear plate of sleeve
Otic placode quantity is identical, and 4 outer end of support link is hinged on the otic placode of splice plate 3 by pin shaft, every piece of splice plate 3 in the present embodiment
On 4 quantity of support link be two, web member 40 is also hinged between two support links 4, to reinforce two support links 4
Support force, certainly, 4 quantity of support link on every piece of splice plate 3 is more, and the connection between support column 5 and splice plate 3 is more
It is firm.
The building reconstruction bracing means of the present embodiment, the concrete operations reinforced for concrete column 1 and 2 junction of floor
Process is as follows: splice plate 3 being stitched together, is trapped among outside concrete column 1, each splice plate 3 forms outsourcing shell, pushes up
Each support link 4, so that each support link 4 is rotated around support link 4 and 3 hinged place of splice plate, support link 4 drives branch
Dagger 5 moves upwards, and support column 5 drives support plate 6 to move upwards, and moves closer to 2 lower surface of floor, until table in support plate 6
Face and 2 lower surface of floor are in close contact, and tighten the tapping screw 60 in support plate 6 at this time, are realized between support plate 6 and floor 2
Connection, using same method connection floor 2 and other support plates 6, i.e., realization concrete column 1 and 2 junction of floor plus
Gu.
When floor 2 or concrete column 1 bear extraneous load (as impacted or shaking), so that floor 2 and concrete column 1
Between when deformation occurs, floor 2 oppresses that support plate 6 is mobile, and support plate 6 is slided in sleeve 51 with moving slide-bar 52, pressure spring 53 by
To compression, it is supported by the elastic anchorage force of pressure spring 53, after 53 decrement of pressure spring reaches largest deformation amount, 52 He of slide bar
Support plate 6 does not continue to move, to floor 2 formed support, prevent between floor 2 and concrete column 1 continue deformation occurs.
Since outer envelope body can carry out banding to concrete column 1, support plate 6 can consolidate floor 2 the present embodiment
Fixed, support link 4 and support column 5 realize the connection between outsourcing shell and support plate 6, to realize concrete column 1 and building
The reinforcing of 2 junction of plate, increases the soundness between concrete column 1 and floor 2, when between floor 2 and concrete column 1 by
When deformation occurs for the extraneous load of receiving, floor 2 is not susceptible to damage with concrete column 1, while can pass through pressure spring 53 and bullet
Property filler absorb certain impact or shock energy, there is certain cushion stroke, being able to bear certain floor 2 deforms,
Entire bracing means is hardly damaged.
Above-described is only the embodiments of the present invention, and the common sense such as well known specific structure and characteristic are herein in scheme
It does not describe excessively.It should be pointed out that for those skilled in the art, in the premise for not departing from the utility model structure
Under, several modifications and improvements can also be made, these also should be considered as the protection scope of the utility model, these all will not influence
The effect and patent practicability that the utility model is implemented.This application claims protection scope should be with the content of its claim
Subject to, the records such as specific embodiment in specification can be used for explaining the content of claim.
Claims (9)
1. a kind of building reconstruction bracing means, it is characterised in that: be successively spliced including several splice plates head and the tail outer
Pack housing is hinged with the identical and parallel support link of at least two length on the splice plate, is equipped on the outside of splice plate
Vertical support column, the support link free end is side walls hinged with support column, and the support top end is connected with lateral branch
Support plate, the support plate are equipped with floor locking piece.
2. a kind of building reconstruction bracing means according to claim 1, it is characterised in that: the both ends of the splice plate point
It She You not the mutually matched mounting hole of energy and lock.
3. a kind of building reconstruction bracing means according to claim 2, it is characterised in that: the support on the splice plate
Connecting rod quantity is two.
4. a kind of building reconstruction bracing means according to claim 3, it is characterised in that: two on the splice plate
Web member is hinged between support link.
5. a kind of building reconstruction bracing means according to claim 4, it is characterised in that: the support column includes sleeve
With the slide bar being slidably arranged in sleeve, elastic component, the support plate and slide bar top are connected between slide bar bottom end and collet base wall
End is fixedly connected, and the support link is hinged on sleeve outer wall.
6. a kind of building reconstruction bracing means according to claim 5, it is characterised in that: presented at the top of the sleeve small
Big taper down.
7. a kind of building reconstruction bracing means according to claim 6, it is characterised in that: the interior filling of the support column
Flexible filler.
8. a kind of building reconstruction bracing means according to claim 7, it is characterised in that: the floor locking piece is certainly
Attack screw.
9. a kind of building reconstruction bracing means according to claim 8, it is characterised in that: the support plate is disk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821242894.5U CN208777759U (en) | 2018-08-02 | 2018-08-02 | A kind of building reconstruction bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821242894.5U CN208777759U (en) | 2018-08-02 | 2018-08-02 | A kind of building reconstruction bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208777759U true CN208777759U (en) | 2019-04-23 |
Family
ID=66155748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821242894.5U Expired - Fee Related CN208777759U (en) | 2018-08-02 | 2018-08-02 | A kind of building reconstruction bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208777759U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN114233044A (en) * | 2022-02-22 | 2022-03-25 | 北京中瑞祥合建筑工程有限公司 | Jacking storey-adding and shock-isolating method for frame structure building |
-
2018
- 2018-08-02 CN CN201821242894.5U patent/CN208777759U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111677321A (en) * | 2020-06-04 | 2020-09-18 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN111677321B (en) * | 2020-06-04 | 2021-10-08 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
| CN114233044A (en) * | 2022-02-22 | 2022-03-25 | 北京中瑞祥合建筑工程有限公司 | Jacking storey-adding and shock-isolating method for frame structure building |
| CN114233044B (en) * | 2022-02-22 | 2022-05-17 | 北京中瑞祥合建筑工程有限公司 | Jacking storey-adding and shock-isolating method for frame structure building |
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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: 20190423 |