CN208564039U - A kind of existing building structure bracing means - Google Patents
A kind of existing building structure bracing means Download PDFInfo
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- CN208564039U CN208564039U CN201821094716.2U CN201821094716U CN208564039U CN 208564039 U CN208564039 U CN 208564039U CN 201821094716 U CN201821094716 U CN 201821094716U CN 208564039 U CN208564039 U CN 208564039U
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Abstract
The utility model discloses a kind of existing building structure bracing means, including building structure beam slab and transversely strengthening profile, by being fixedly installed with transversely strengthening profile on the outside of the building structure beam slab, the architecture beam board ends are by being fixedly installed with building bearing structure, by being fixedly installed with longitudinal reinforcement profile on the outside of the building bearing structure, constraining rod is installed by constraining pedestal between the transversely strengthening profile and longitudinal reinforcement profile, the longitudinal reinforcement profile bottom outside is by being fixedly installed with building lot, by double-deck reinforced section of installation and spring is installed between profile outer layer and profile internal layer, to building load-bearing pillar or load bearing wall reinforce while can also effectively offset because of high wind, macroseism etc. is to lateral force caused by building structure, the drawing of building structure beam slab can be improved by fiberboard Intensity is stretched, provides safety guarantee for the daily production and living of people.
Description
Technical field
The utility model belongs to building structure correlative technology field, and in particular to a kind of existing building structure bracing means.
Background technique
Being constantly progressive and develop with society, construction industry have arrived unprecedented development golden period, and building is for a long time
Use process in, need it to possess reliable shock resistance, enough amounts of deflection and intensity, it is necessary to pacify to existing building
Bracing means is filled, makes building that can possess better usability and service life.
Existing building structure strengthening device technique has the following problems:
1, existing building structure strengthening device is single simple to the progress of the load-bearing facility such as load-bearing pillar of building
It reinforces, such as the reinforcing rib etc. that is welded on the outside of load-bearing pillar, but this can only carry out simple bearing capacity to load-bearing pillar or load bearing wall
Dispersion, the case where not can avoid macroseism bring load-bearing pillar or load bearing wall run-off the straight but occurs and can not effectively offset
The lateral force that strong wind applies load-bearing pillar or load bearing wall, this results in building the generation for still remaining inclined accident, and
Building is likely to occur sagging during prolonged use, and very big security risk is brought to daily life；
2, existing building structure strengthening device can not the beam slab to building effectively reinforced, only simply in beam
Steel plate is installed on the outside of plate, not can avoid still in this way building can decline due to concrete strength during prolonged use with
And load the reasons such as increases and the generation of the case where beam slab crack occurs, is unable to satisfy design and using standard.
Utility model content
The purpose of this utility model is to provide a kind of existing building structure bracing means, to solve in above-mentioned background technique
The easy run-off the straight of the building of proposition and crack problem.
To achieve the above object, the utility model provides the following technical solutions:
A kind of existing building structure bracing means, including building structure beam slab and transversely strengthening profile, the building structure
By being fixedly installed with transversely strengthening profile on the outside of beam slab, the architecture beam board ends are by being fixedly installed with building bearing
Structure, the building bearing structure outside are added by being fixedly installed with longitudinal reinforcement profile, the transversely strengthening profile and longitudinal direction
Constraining rod is installed by constraining pedestal between curable type material, the longitudinal reinforcement profile bottom outside is by being fixedly installed with building
Ground.
Preferably, the transversely strengthening profile includes hoop plate, fiberboard, floor, concrete, chemical bolt and reinforcing bar, institute
State including on the inside of hoop plate by being fixedly installed with fiberboard, by being fixedly installed with floor on the inside of the fiberboard middle position,
Concrete is provided with by a casting on the inside of the fiberboard, the concrete left and right ends are by being fixedly installed with chemical spiral shell
Bolt, the inside concrete are uniformly equipped with reinforcing bar by fixed.
Preferably, the longitudinal reinforcement profile include profile outer layer, profile internal layer, spring, reinforcing rib, anti-sunken rotary table, on
Stablize rotary table and lower stable rotary table, the profile outer layer is internally provided with profile internal layer, the profile outer layer and profile internal layer it
Between by being fixedly installed with spring, by being installed by welding with reinforcing rib on the outside of the profile outer layer, profile outer layer lower end is logical
It crosses and is fixedly installed with anti-sunken rotary table, by being fixedly installed with upper stable rotary table, the upper stable rotary table below the anti-sunken rotary table
Lower section is by being fixedly installed with lower stable rotary table.
Preferably, the constraining rod includes connecting rod, eccentric shaft, axle sleeve and fixing piece, and the connecting rod top passes through inclined
Central axis is equipped with axle sleeve, and the axle sleeve outer sheath is equipped with fixing piece.
Preferably, the constraining rod can relative to constraint base rotation, the constraining rod in the same plane with transverse direction
Diagonal line between reinforced section, longitudinal reinforcement profile is parallel.
Preferably, the axle sleeve and fixing piece are respectively mounted there are two and are separately mounted to the left and right sides of connecting rod, described
The axis hole of axle sleeve is eccentric orfice.
Preferably, the angle between the floor and fiberboard be 90 °, the floor with a thickness of 3.5-4.5mm.
Preferably, the thickness of the fiberboard surrounding is identical and is 2-3mm, the material of the fiberboard be selected from ethylene,
Any one in aramid fiber, carbon or polyvinyl.
Compared with prior art, the utility model provides a kind of existing building structure bracing means, has following beneficial
Effect:
1, the utility model is mounted with longitudinal reinforcement profile comprising profile outer layer, spring, reinforcing rib, is prevented profile internal layer
Rotary table, upper stable rotary table and lower stable rotary table are fallen into, such benefit is by double-deck reinforced section of installation and in profile outer layer
Spring is installed between profile internal layer, to building load-bearing pillar or load bearing wall reinforce while can also effectively offset
Because high wind, macroseism etc. are to the lateral force caused by building structure, by between the bottom and building lot of longitudinal reinforcement profile
Stablizing rotary table and lower stable rotary table in setting effectively can provide enough stability for the load-bearing pillar or load bearing wall of building, can
With prevent from building caused by because of macroseism or high wind etc. it is inclined happen, it is anti-by being installed between longitudinal reinforcement profile and ground
Sunken rotary table, which can prevent from building, to be occurred during prolonged use there is a situation where sagging；
2, the utility model is mounted with transversely strengthening profile comprising hoop plate, fiberboard, floor, concrete, chemical bolt
And reinforcing bar, such benefit are by installing fiberboard in hoop plate and being poured mixed mud between fiberboard and building structure beam slab
Soil can effectively link together transversely strengthening profile and building structure beam slab, and building knot can be improved by fiberboard
The anti-shear ability of building structure beam slab horizontal direction can be improved by the reinforcing bar in mixed mud for the tensile strength of structure beam slab,
Can effectively avoid building during prolonged use can concrete strength decline and load increase etc. due to and
The case where beam slab crack occur occurs, and the service life of building is extended while improving the intensity of building, is the day of people
Normal production and living provide safety guarantee.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention, in the accompanying drawings:
Fig. 1 be the utility model proposes a kind of existing building structure bracing means structural schematic diagram；
Fig. 2 be the utility model proposes transversely strengthening profile structure schematic diagram；
Fig. 3 be the utility model proposes longitudinal reinforcement profile structure schematic diagram；
Fig. 4 be the utility model proposes constraining rod structural schematic diagram；
Fig. 5 be the utility model proposes constraining rod side view；
In figure: 1, building structure beam slab；2, transversely strengthening profile；21, plate is bound round；22, fiberboard；23, floor；24, coagulation
Soil；25, chemical bolt；26, reinforcing bar；3, building bearing structure；4, longitudinal reinforcement profile；41, profile outer layer；42, profile internal layer；
43, spring；44, reinforcing rib；45, anti-sunken rotary table；46, upper stable rotary table；47, lower stable rotary table；5, pedestal is constrained；6, it constrains
Bar；7, building lot；8, connecting rod；9, eccentric shaft；10, axle sleeve；11, fixing piece.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-5 is please referred to, the utility model provides a kind of technical solution:
A kind of existing building structure bracing means, including building structure beam slab 1 and transversely strengthening profile 2, architecture beam
1 outside of plate is by being fixedly installed with transversely strengthening profile 2, and 1 both ends of building structure beam slab are by being fixedly installed with building bearing knot
Structure 3,3 outside of building bearing structure is by being fixedly installed with longitudinal reinforcement profile 4, transversely strengthening profile 2 and longitudinal reinforcement profile 4
Between by constrain pedestal 5 constraining rod 6 is installed, 4 bottom outside of longitudinal reinforcement profile is by being fixedly installed with building lot 7.
Further, transversely strengthening profile 2 includes hoop plate 21, fiberboard 22, floor 23, concrete 24,25 and of chemical bolt
Reinforcing bar 26, including 21 inside of hoop plate pass through fixed installation on the inside of 22 middle position of fiberboard by being fixedly installed with fiberboard 22
There is floor 23, is poured on the inside of fiberboard 22 by and is provided with concrete 24,24 left and right ends of concrete are by being fixedly installed with
Chemical bolt 25 is uniformly equipped with reinforcing bar 26 by fixed inside concrete 24；By hoop plate 21 in install fiberboard 22 and
Concrete 24 is poured between fiberboard 22 and building structure beam slab 1, it can be by transversely strengthening profile 2 and building structure beam slab 1
It effectively links together, the tensile strength of building structure beam slab 1 can be improved by fiberboard 22, by concrete 24
The anti-shear ability of 1 horizontal direction of building structure beam slab can be improved in reinforcing bar 26, and building can effectively be avoided to make for a long time
With that the generation of the case where beam slab crack can occur due to the decline of 24 intensity of concrete and load increase etc. in the process, improve
The service life of building is extended while the intensity of building.
Further, longitudinal reinforcement profile 4 includes profile outer layer 41, profile internal layer 42, spring 43, reinforcing rib 44, anti-sunken circle
Platform 45, upper stable rotary table 46 and lower stable rotary table 47, profile outer layer 41 are internally provided with profile internal layer 42, profile outer layer 41 and type
By being fixedly installed with spring 43 between material internal layer 42,41 outside of profile outer layer is by being installed by welding with reinforcing rib 44, outside profile
41 lower end of layer by being fixedly installed with anti-sunken rotary table 45,45 lower section of anti-sunken rotary table by being fixedly installed with upper stable rotary table 46, on
Stablize 46 lower section of rotary table by being fixedly installed with lower stable rotary table 47；By double-deck reinforced section of installation and in profile outer layer 41
Between profile internal layer 42 install spring 43, to building load-bearing pillar or load bearing wall reinforce while can also be effective
It offsets because high wind, macroseism etc. are to the lateral force caused by building structure, by the bottom of longitudinal reinforcement profile 4 and building lot
The load-bearing pillar or load bearing wall that stablizing rotary table 46 and lower stable rotary table 47 between 7 in setting can effectively build provide enough
Stability, can prevent from building caused by because of macroseism or high wind etc. it is inclined happen, by longitudinal reinforcement profile 4 and ground
Between installation anti-sunken rotary table 45 can prevent from building during prolonged use there is a situation where it is sagging occur.
Further, constraining rod 6 includes connecting rod 8, eccentric shaft 9, axle sleeve 10 and fixing piece 11, and 8 top of connecting rod passes through inclined
Mandrel 9 is rotatably equipped with axle sleeve 10, and 10 outer sheath of axle sleeve is equipped with fixing piece 11；Can effectively it be dissolved by installing constraining rod 6
The deformation that attaching means is generated due to expanding with heat and contract with cold strengthens the effect of anti-high wind macroseism.
Further, constraining rod 6 can relative to constraint pedestal 5 rotate, constraining rod 6 in the same plane with transversely strengthening type
Diagonal line between material 2, longitudinal reinforcement profile 4 is parallel；Constraining rod 6 can be rotated according to deformation and relative to constraint pedestal 5, from
And it is capable of the stability of strengthen the system.
Further, axle sleeve 10 and fixing piece 11 are respectively mounted there are two and are separately mounted to the left and right sides of connecting rod 8, axle sleeve
10 axis hole is eccentric orfice；By the way that eccentric orfice is arranged in axle sleeve 10, the binding effect of constraining rod 6 can be improved.
Further, the angle between floor 23 and fiberboard 22 be 90 °, floor 23 with a thickness of 3.5-4.5mm；By setting
Setting floor 23 can guarantee that fiberboard 22 is preferably fit together by concrete 24 with transversely strengthening profile 2.
Further, the thickness of 22 surrounding of fiberboard is identical and is 2-3mm, the material of fiberboard 22 be selected from ethylene, aramid fiber,
Any one in carbon or polyvinyl；The tensile strength of building structure beam slab 1 can be effectively improved by installing fiberboard 22.
The working principle and process for using of the utility model:
The utility model on the outside of building structure beam slab 1 by being fixedly mounted transversely strengthening profile 2 and in building bearing
Longitudinal reinforcement profile 4 is fixedly mounted on the outside of structure 3 to reinforce building structure；The process for using of the utility model is to exist first
The upper stable rotary table 46 of 4 bottom end of longitudinal reinforcement profile and the lower concrete 24 of stable rotary table 47 are consolidated when the construction built
Then Dingan County is poured longitudinal reinforcement profile 4 by concrete 24 in the outside of building bearing structure 3 inside building lot 7,
Transversely strengthening profile 2 is poured by concrete 24 in the outside of building structure beam slab 1, in transversely strengthening profile 2 and longitudinal reinforcement
Constraining rod 6 is installed by constraint pedestal 5 between profile 4, when having high wind or macroseism, the lateral force that high wind generates building is logical
It crosses double-deck reinforced section of installation and spring 43 is installed between profile outer layer 41 and profile internal layer 42 and is effectively offset, pass through
Stablize rotary table 46 in setting between the bottom and building lot 7 of longitudinal reinforcement profile 4 and lower stable rotary table 47 can be effective
There is provided enough stability for the load-bearing pillar or load bearing wall of building, can prevent from building it is inclined happen, pass through fiberboard
22 can be improved the tensile strength of building structure beam slab 1, and building structure beam slab 1 can be improved by the reinforcing bar 26 in concrete 24
The anti-shear ability of horizontal direction, to increase the intensity and stability of building structure.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (8)
1. a kind of existing building structure bracing means, including building structure beam slab (1) and transversely strengthening profile (2), feature exists
In: by being fixedly installed with transversely strengthening profile (2) on the outside of the building structure beam slab (1), the building structure beam slab (1) two
End is by being fixedly installed with building bearing structure (3), by being fixedly installed with longitudinal reinforcement on the outside of the building bearing structure (3)
Profile (4) is equipped with constraining rod by constraining pedestal (5) between the transversely strengthening profile (2) and longitudinal reinforcement profile (4)
(6), longitudinal reinforcement profile (4) bottom outside is by being fixedly installed with building lot (7).
2. a kind of existing building structure bracing means according to claim 1, it is characterised in that: the transversely strengthening profile
It (2) include hoop plate (21), fiberboard (22), floor (23), concrete (24), chemical bolt (25) and reinforcing bar (26), the packet
It includes on the inside of hoop plate (21) by being fixedly installed with fiberboard (22), passes through fixed installation on the inside of fiberboard (22) middle position
Have floor (23), is provided with concrete (24) on the inside of the fiberboard (22) by a casting, concrete (24) left and right two
End is uniformly equipped with reinforcing bar (26) by fixation inside the concrete (24) by being fixedly installed with chemical bolt (25).
3. a kind of existing building structure bracing means according to claim 1, it is characterised in that: the longitudinal reinforcement profile
It (4) include profile outer layer (41), profile internal layer (42), spring (43), reinforcing rib (44), anti-sunken rotary table (45), upper stable rotary table
(46) it is internally provided with profile internal layer (42) with lower stable rotary table (47), the profile outer layer (41), the profile outer layer (41)
By being fixedly installed with spring (43) between profile internal layer (42), added on the outside of the profile outer layer (41) by being installed by welding with
Strengthening tendons (44), profile outer layer (41) lower end is by being fixedly installed with anti-sunken rotary table (45), below the anti-sunken rotary table (45)
By being fixedly installed with upper stable rotary table (46), upper stable rotary table (46) lower section is by being fixedly installed with lower stable rotary table
(47).
4. a kind of existing building structure bracing means according to claim 1, it is characterised in that: constraining rod (6) packet
Connecting rod (8), eccentric shaft (9), axle sleeve (10) and fixing piece (11) are included, connecting rod (8) top is rotated by eccentric shaft (9)
It is equipped with axle sleeve (10), axle sleeve (10) outer sheath is equipped with fixing piece (11).
5. a kind of existing building structure bracing means according to claim 1, it is characterised in that: constraining rod (6) energy
It is enough relative to constraint pedestal (5) rotation, the constraining rod (6) in the same plane with transversely strengthening profile (2), longitudinal reinforcement type
Diagonal line between material (4) is parallel.
6. a kind of existing building structure bracing means according to claim 4, it is characterised in that: the axle sleeve (10) and solid
Determine the left and right sides that part (11) is respectively mounted there are two and is separately mounted to connecting rod (8), the axis hole of the axle sleeve (10) is bias
Hole.
7. a kind of existing building structure bracing means according to claim 2, it is characterised in that: the floor (23) and fibre
Tie up plate (22) between angle be 90 °, the floor (23) with a thickness of 3.5-4.5mm.
8. a kind of existing building structure bracing means according to claim 2, it is characterised in that: the fiberboard (22) four
The thickness in week is identical and is 2-3mm, and the material of the fiberboard (22) is any one in ethylene, aramid fiber, carbon or polyvinyl
Kind.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821094716.2U CN208564039U (en) | 2018-07-11 | 2018-07-11 | A kind of existing building structure bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821094716.2U CN208564039U (en) | 2018-07-11 | 2018-07-11 | A kind of existing building structure bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208564039U true CN208564039U (en) | 2019-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821094716.2U Expired - Fee Related CN208564039U (en) | 2018-07-11 | 2018-07-11 | A kind of existing building structure bracing means |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033202A (en) * | 2021-10-19 | 2022-02-11 | 焦作市建设工程质量检测站 | Seismic damage connecting beam reinforcing structure with monitoring function and reinforcing method thereof |
-
2018
- 2018-07-11 CN CN201821094716.2U patent/CN208564039U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033202A (en) * | 2021-10-19 | 2022-02-11 | 焦作市建设工程质量检测站 | Seismic damage connecting beam reinforcing structure with monitoring function and reinforcing method thereof |
| CN114033202B (en) * | 2021-10-19 | 2022-11-18 | 焦作市建设工程质量检测站 | Seismic damage connecting beam reinforcing structure with monitoring function and reinforcing 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: 20190301 Termination date: 20190711 |