CN212317547U - Novel shear force wall reinforcing and supporting system - Google Patents
Novel shear force wall reinforcing and supporting system Download PDFInfo
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- CN212317547U CN212317547U CN202020305528.0U CN202020305528U CN212317547U CN 212317547 U CN212317547 U CN 212317547U CN 202020305528 U CN202020305528 U CN 202020305528U CN 212317547 U CN212317547 U CN 212317547U
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- wall
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- 230000008093 supporting effect Effects 0.000 title claims abstract description 44
- 230000003014 reinforcing effect Effects 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 177
- 239000010959 steel Substances 0.000 claims abstract description 177
- 230000007704 transition Effects 0.000 claims abstract description 28
- 230000000149 penetrating effect Effects 0.000 claims description 17
- 230000000087 stabilizing effect Effects 0.000 claims description 11
- 210000001503 joint Anatomy 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 14
- 230000004308 accommodation Effects 0.000 abstract 1
- 229910000746 Structural steel Inorganic materials 0.000 description 8
- 230000006978 adaptation Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 239000003381 stabilizer Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model provides a novel shear force wall consolidates braced system relates to the building structure support field. This novel shear force wall consolidates braced system, including the angle steel, the spacing groove has been seted up on the surface of angle steel, the inside run-through cover of angle steel is equipped with the crossbeam, the threaded hole is seted up on the surface of crossbeam, the inside of screw hole is run through and is provided with the bolt, the other end of angle steel runs through and installs the support steel, the side fixed mounting of support steel has the steadying plate. This novel shear force wall consolidates braced system, through setting up the detachable crossbeam to the installation of angle steel and crossbeam has been made things convenient for, has made things convenient for the installation of this braced system and laying after the stop use, has reduced occupation of accommodation space, levels steel, the level steel of second transition and level steel and the level steel of second through setting up first level and smooth steel, so as to play whole level and supporting role to the wall of shear force wall, prevent that the wall from taking place crooked and the use that the inflation influences the wall.
Description
Technical Field
The utility model relates to a building structure supports technical field, specifically is a novel shear force wall consolidates braced system.
Background
Shear walls are walls in houses or structures that are primarily subjected to horizontal and vertical loads (gravity) caused by wind loads or seismic action, and are used to protect structures from shear damage. Compared with other forms of shear walls, the steel plate shear wall has the advantages of good ductility, good hysteretic performance, stable hysteretic ring, strong energy consumption capability, excellent earthquake resistance and the like. Due to various good performances of the steel plate shear wall, the steel plate shear wall is widely applied to the field of buildings at present.
However, the wall surface of the shear wall is easy to bend and deform, and most of functions of the existing shear wall supporting device are concentrated on the stable standing of the wall foot of the shear wall, so that the wall surface of the shear wall is rarely prevented from deforming, the potential safety hazard of the wall body of the shear wall is increased, and the vertical supporting effect of the shear wall on the roof is not facilitated.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a novel shear force wall consolidates braced system has solved the problem that the shear force wall face that proposes among the above-mentioned background easily takes place bending deformation.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a novel shear wall reinforcing and supporting system comprises angle steel, wherein a limiting groove is formed in the surface of the angle steel, a cross beam is sleeved in the angle steel in a penetrating manner, a threaded hole is formed in the surface of the cross beam, a bolt is arranged in the threaded hole in a penetrating manner, supporting steel is arranged at the other end of the angle steel in a penetrating manner, a stabilizing plate is fixedly arranged on the side surface of the supporting steel, a limiting hole is formed in the surface of the stabilizing plate, a jack is formed in the surface of the supporting steel, first flat steel is fixedly arranged at the top of the supporting steel, a square hole is formed in the surface of the first flat steel, first transition flat steel is fixedly arranged at the top of the supporting steel, a connecting hole is formed in the surface of the first transition flat steel, second transition flat steel and second flat steel are fixedly arranged at the top of the supporting steel, and a hollow steel plate is arranged, the one end fixed mounting of hollow steel sheet has the baffle, the surface of hollow steel sheet is run through and is seted up the butt joint jack, the threaded rod has been run through to the inside of butt joint jack and has been cup jointed, the top of threaded rod is provided with spacing cap.
Preferably, the angle steel is a hollow square tube, and the angle steel comprises a ninety-degree right-angle bend.
Preferably, the limiting grooves penetrate through the upper surface and the lower surface of the angle steel, and the limiting grooves are located on the surface of the angle steel and are arranged linearly.
Preferably, the threaded hole is connected with the limiting groove through a bolt matched with a hexagon nut, and the central line of the threaded hole and the central line of the limiting groove are on the same straight line.
Preferably, the limiting holes are formed in the surface of the stabilizing plate in a pair, and the two limiting holes are circular openings.
Preferably, four square holes are formed in the surface of the first flat steel, and the length and the width of each square hole are respectively and correspondingly equal.
(III) advantageous effects
The utility model provides a novel shear force wall consolidates braced system. Has the following beneficial effects:
1. this novel shear force wall consolidates braced system, through setting up the detachable crossbeam, thereby the installation of angle steel and crossbeam has been made things convenient for, through using detachable supporting steel, the installation of this braced system and laying after the stop use have been made things convenient for, occupation of arrangement space has been reduced, through setting up first level steel, first transition level steel, second transition level steel and second level steel, thereby can play whole level and supporting role to the wall of shear force wall, prevent that the wall from taking place the use that crooked and inflation influence wall, prevent simultaneously that the shear force wall from taking place crooked deformation.
2. This novel shear force wall consolidates braced system, through setting up hollow steel sheet, run through in first flat steel through a plurality of hollow steel sheets, first transition is leveled the steel, the second passes through the surface of leveling steel and the flat steel of second, thereby can stabilize and level the support of steel to the wall, can lock polylith hollow steel sheet through using the threaded rod, the bottom through the threaded rod and the cooperation of jack, the locking effect of threaded rod is consolidated to the accessible support steel, through setting up the steadying plate, can play the supporting role to the standing of support steel in the installation, prevent that the support steel slope from rocking, through setting up spacing hole, the supporting role of bolt reinforcing steadying plate of adaptation is used to the accessible, thereby be favorable to consolidating the holistic steady supporting role to the wall.
Drawings
FIG. 1 is an overall structure diagram of the present invention;
FIG. 2 is an enlarged view of A in FIG. 1 according to the present invention;
FIG. 3 is a left side view structure diagram of the present invention;
FIG. 4 is a connection structure diagram of the hollow steel plate of the present invention;
fig. 5 is a structural view of the supporting steel of the present invention.
In the figure: angle steel 1, limiting groove 2, crossbeam 3, threaded hole 4, bolt 5, support steel 6, stabilizer plate 7, spacing hole 8, jack 9, 10 first smooth steel, 11 square holes, 12 first transition smooth steel, 13 connecting holes, 14 second transition smooth steel, 15 second smooth steel, 16 hollow steel plates, 17 baffle, 18 butt joint jack, 19 threaded rod, 20 spacing cap.
Detailed Description
The invention is explained in more detail below with reference to the figures and examples.
Referring to fig. 1-5, embodiments of the present invention provide the following technical solutions: a novel shear wall reinforcing and supporting system comprises angle steel 1, a limiting groove 2 is formed in the surface of the angle steel 1, a cross beam 3 is sleeved in the angle steel 1 in a penetrating mode, a threaded hole 4 is formed in the surface of the cross beam 3, a bolt 5 is arranged in the threaded hole 4 in a penetrating mode, supporting steel 6 is installed at the other end of the angle steel 1 in a penetrating mode, a stabilizing plate 7 is fixedly installed on the side face of the supporting steel 6, a limiting hole 8 is formed in the surface of the stabilizing plate 7, a jack 9 is formed in the surface of the supporting steel 6, first leveling steel 10 is fixedly installed at the top of the supporting steel 6, a square hole 11 is formed in the surface of the first leveling steel 10, first transition leveling steel 12 is fixedly installed at the top of the supporting steel 6, a connecting hole 13 is formed in the surface of the first transition leveling steel 12, second transition leveling steel 14 and second leveling steel 15 are fixedly installed at the top of the, one end fixed mounting of hollow steel sheet 16 has baffle 17, and hollow steel sheet 16's surface runs through to be seted up butt joint jack 18, and the inside of butt joint jack 18 runs through to be cup jointed threaded rod 19, and the top of threaded rod 19 is provided with spacing cap 20.
In this embodiment: still include through setting up detachable crossbeam 3 to the installation of angle steel 1 and crossbeam 3 has been made things convenient for, through using detachable support steel 6, the installation that has made things convenient for this braced system and the laying after the stop use, occupation of arrangement space has been reduced, through setting up first level and smooth steel 10, first transition level and smooth steel 12, second transition level and smooth steel 14 and second level and smooth steel 15, thereby can play whole level and supporting role to the wall of shear force wall, prevent that the wall from taking place crooked and the use that the inflation influences the wall.
In this embodiment: through setting up hollow steel sheet 16, run through in first flat steel 10 through a plurality of hollow steel sheet 16, first transition is leveled steel 12, the second transition is leveled steel 14 and the flat surface of second steel 15, thereby can stabilize the support of leveling the steel to the wall, can lock polylith hollow steel sheet 16 through using threaded rod 19, bottom and jack 9's cooperation through threaded rod 19, the locking effect of threaded rod 19 is consolidated to the accessible support steel 6, through setting up steadying plate 7, can play the supporting role to standing of support steel 6 in the installation, prevent that support steel 6 from inclining and rocking, through setting up spacing hole 8, the supporting role of bolt 5 reinforcing steadying plate 7 of accessible use adaptation, thereby be favorable to consolidating the holistic steady supporting role to the wall.
Specifically, the method comprises the following steps: the angle steel 1 is a hollow square tube, and the angle steel 1 comprises a right-angle bend of ninety degrees; therefore, through setting up hollow portion, can make things convenient for installation and dismantlement between angle steel 1 and the crossbeam 3, through setting up the right angle of ninety degrees and buckling, chucking between accessible right angle bending and the wall body corner to make the one side that the steel of leveling is close to the wall closely laminate with the wall.
Specifically, the method comprises the following steps: the limiting grooves 2 penetrate through the upper surface and the lower surface of the angle steel 1, and the limiting grooves 2 are positioned on the surface of the angle steel 1 and are arranged linearly; therefore, the limiting grooves 2 penetrating through the upper surface and the lower surface of the angle iron 1 are arranged, so that the angle iron 1 and the cross beam 3 can be stably installed through the matching between the plurality of limiting grooves 2 arranged in a linear mode and the threaded holes 4 in the cross beam.
Specifically, the method comprises the following steps: the threaded hole 4 is connected with the limiting groove 2 through a bolt 5 matched with a hexagon nut, and the central line of the threaded hole 4 and the central line of the limiting groove 2 are on the same straight line; therefore, through the hexagon nut who uses bolt 5 and with bolt 5 adaptation to run through in the inside of spacing groove and screw hole 4 through bolt 5, can be connected between spacing groove 2 and the screw hole 4, hexagon nut can stabilize the relation of connection between spacing groove 2 and the screw hole 4 simultaneously.
Specifically, the method comprises the following steps: the limiting holes 8 are positioned on the surface of the stabilizing plate 7 and are provided with a pair, and the two limiting holes 8 are both circular openings; therefore, through setting up two spacing holes 8 of circular opening, when connecting support steel 6 and angle steel 1, through using the bolt 5 with spacing hole 8 adaptation to imbed underground through bolt 5, the installation of stabilizer plate 7 is greatly facilitated.
Specifically, the method comprises the following steps: four square holes 11 are formed in the surface of the first flat steel 10, and the length and the width of each square hole 11 are respectively and correspondingly equal; therefore, through setting up four square holes 11 to can run through four hollow steel sheet 16 of installation adaptation in square hole 11 to the inside of first leveling steel 10, simultaneously, hollow steel sheet 16 will run through the surface of first transition leveling steel 12, second transition leveling steel 14 and second leveling steel 15 in proper order, thereby stabilize the supporting role of leveling steel to the wall.
The working principle is as follows: when in use, the angle iron comprises an angle iron 1, a limiting groove 2 is formed in the surface of the angle iron 1, a cross beam 3 is sleeved in the angle iron 1 in a penetrating manner, the detachable cross beam 3 is arranged, so that the angle iron 1 and the cross beam 3 are convenient to install, a detachable support steel 6 is used, the installation process of the support system and the placement after the support system is stopped are facilitated, the occupation of a placement space is reduced, a threaded hole 4 is formed in the surface of the cross beam 3, a bolt 5 is arranged in the threaded hole 4 in a penetrating manner, the bolt 5 and a hexagon nut matched with the bolt 5 are used, so that the limiting groove 2 and the threaded hole 4 can be connected through the bolt 5 in a penetrating manner, the hexagon nut can stabilize the connection relationship between the limiting groove 2 and the threaded hole 4, the support steel 6 is arranged at the other end of the angle iron 1 in a penetrating manner, and a stabilizing plate 7, spacing hole 8 has been seted up on the surface of steadying plate 7, through setting up two circular open-ended spacing holes 8, when connecting support steel 6 and angle steel 1, through using bolt 5 with spacing hole 8 adaptation, and through bolt 5 embedding underground, the installation of steadying plate 7 is greatly facilitated, jack 9 has been seted up on the surface of support steel 6, the top fixed mounting of support steel 6 has first leveling steel 10, square hole 11 has been seted up on the surface of first leveling steel 10, the top fixed mounting of support steel 6 has first transition leveling steel 12, connecting hole 13 has been seted up on the surface of first transition leveling steel 12, the top fixed mounting of support steel 6 has second transition leveling steel 14 and second leveling steel 15, through setting up four square holes 11, thereby can run through four hollow steel sheet 16 of installation adaptation in square hole 11 to the inside of first leveling steel 10, simultaneously, hollow steel sheet 16 will run through first transition leveling steel 12 in proper order, The surfaces of the second transition leveling steel 14 and the second leveling steel 15 are fixedly arranged, so that the wall surface is stably supported by the leveling steel, the hollow steel plates 16 are installed inside the second leveling steel 15 in a penetrating mode, the baffle 17 is fixedly installed at one end of each hollow steel plate 16, the surfaces of the hollow steel plates 16 are provided with the butt joint insertion holes 18 in a penetrating mode, the threaded rods 19 are sleeved inside the butt joint insertion holes 18 in a penetrating mode, the hollow steel plates 16 are arranged, the hollow steel plates 16 penetrate through the first leveling steel 10, the first transition leveling steel 12, the surfaces of the second transition leveling steel 14 and the second leveling steel 15, so that the wall surface is stably supported by the leveling steel, the hollow steel plates 16 can be locked by using the threaded rods 19, the bottom ends of the threaded rods 19 are matched with the insertion holes 9, the locking effect of the threaded rods 19 can be reinforced by the supporting steel 6, and the supporting steel 6 can be supported by arranging the stabilizing plates 7 in a standing mode in the, prevent that support steel 6 slope from rocking, through setting up spacing hole 8, the supporting role of stabilizer plate 7 is strengthened to the bolt 5 that the accessible used the adaptation to be favorable to consolidating the holistic steady supporting role of wall, the top of threaded rod 19 is provided with spacing cap 20, and spacing cap 20 can be spacing to the installation of threaded rod 19.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a novel shear force wall consolidates braced system, includes angle steel (1), spacing groove (2), its characterized in that have been seted up on the surface of angle steel (1): the angle steel is characterized in that a cross beam (3) penetrates through the inside of the angle steel (1) in a sleeved mode, a threaded hole (4) is formed in the surface of the cross beam (3), a bolt (5) penetrates through the inside of the threaded hole (4), supporting steel (6) penetrates through the other end of the angle steel (1), a stabilizing plate (7) is fixedly mounted on the side face of the supporting steel (6), a limiting hole (8) is formed in the surface of the stabilizing plate (7), a jack (9) is formed in the surface of the supporting steel (6), first leveling steel (10) is fixedly mounted at the top of the supporting steel (6), a square hole (11) is formed in the surface of the first leveling steel (10), first transition leveling steel (12) is fixedly mounted at the top of the supporting steel (6), a connecting hole (13) is formed in the surface of the first transition leveling steel (12), second transition leveling steel (14) and second leveling steel (15) are fixedly mounted at the top of the supporting steel (, the inner part of the second flat steel (15) is provided with a hollow steel plate (16) in a penetrating mode, one end of the hollow steel plate (16) is fixedly provided with a baffle (17), the surface of the hollow steel plate (16) is provided with a butt joint insertion hole (18) in a penetrating mode, a threaded rod (19) is sleeved in the butt joint insertion hole (18) in a penetrating mode, and the top of the threaded rod (19) is provided with a limiting cap (20).
2. The novel shear wall reinforcing and supporting system according to claim 1, wherein: the angle steel (1) is a hollow square tube, and the angle steel (1) comprises a ninety-degree right-angle bend.
3. The novel shear wall reinforcing and supporting system according to claim 1, wherein: the limiting groove (2) penetrates through the upper surface and the lower surface of the angle steel (1), and the limiting groove (2) is located on the surface of the angle steel (1) and is in linear arrangement.
4. The novel shear wall reinforcing and supporting system according to claim 1, wherein: the threaded hole (4) is connected with the limiting groove (2) through a bolt (5) matched with a hexagon nut, and the central line of the threaded hole (4) and the central line of the limiting groove (2) are on the same straight line.
5. The novel shear wall reinforcing and supporting system according to claim 1, wherein: the limiting holes (8) are located on the surface of the stabilizing plate (7) and are provided with a pair of limiting holes, and the two limiting holes (8) are circular openings.
6. The novel shear wall reinforcing and supporting system according to claim 1, wherein: four square holes (11) are formed in the surface of the first flat steel (10), and the length and the width of each square hole (11) are respectively and correspondingly equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020305528.0U CN212317547U (en) | 2020-03-12 | 2020-03-12 | Novel shear force wall reinforcing and supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020305528.0U CN212317547U (en) | 2020-03-12 | 2020-03-12 | Novel shear force wall reinforcing and supporting system |
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| Publication Number | Publication Date |
|---|---|
| CN212317547U true CN212317547U (en) | 2021-01-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020305528.0U Expired - Fee Related CN212317547U (en) | 2020-03-12 | 2020-03-12 | Novel shear force wall reinforcing and supporting system |
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| CN (1) | CN212317547U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114277973A (en) * | 2021-12-24 | 2022-04-05 | 武汉华科永信建筑工程有限公司 | Shear wall reinforcing structure and construction method thereof |
-
2020
- 2020-03-12 CN CN202020305528.0U patent/CN212317547U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114277973A (en) * | 2021-12-24 | 2022-04-05 | 武汉华科永信建筑工程有限公司 | Shear wall reinforcing structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211227 Address after: 430061 e203-e205, floor 2, building 5, Chutian 181 cultural and Creative Industrial Park, Hubei Daily Media Group, No. 181, Donghu Road, Wuchang District, Wuhan City, Hubei Province Patentee after: Hubei Dongyang building reconstruction and Reinforcement Engineering Co.,Ltd. Address before: 066000 Room 305, 64 Minzu Road, Haigang District, Qinhuangdao City, Hebei province Hebei Yanyang Construction Group Co.,Ltd. Patentee before: Zhao Beilei |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210108 |
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| CF01 | Termination of patent right due to non-payment of annual fee |