CN206319631U - A kind of shear wall vertical adjustment mechanism - Google Patents
A kind of shear wall vertical adjustment mechanism Download PDFInfo
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- CN206319631U CN206319631U CN201621412276.1U CN201621412276U CN206319631U CN 206319631 U CN206319631 U CN 206319631U CN 201621412276 U CN201621412276 U CN 201621412276U CN 206319631 U CN206319631 U CN 206319631U
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- support bar
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- shear wall
- column
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Abstract
The utility model is related to the equipment adjustment device field of fabricated shear wall, more particularly to a kind of shear wall vertical adjustment mechanism.Including shear wall body and vertical adjustment mechanism body；The vertical adjustment mechanism body includes column, connector and support bar；The spreader of the multiple horizontal directions of shear wall body sidewall weld；The uprights vertical connects more than two spreaders；The support bar includes first support bar and second support bar；The first support bar includes the adjusting means for being used to adjust first support bar length；The second support bar includes the adjusting means for being used to adjust second support bar length；In horizontally arranged multiple spreaders of this body sidewall of shear wall, it is connected by the way that column and spreader are vertical, then passes through the length adjustment device adjusting post and the angle of horizontal plane on support bar, so as to adjust the perpendicularity of shear wall, advantage easy for installation with simple in construction, with low cost.
Description
Technical field
The utility model is related to the equipment adjustment device field of fabricated shear wall, and more particularly to a kind of shear wall is vertically adjusted
Regulating device.
Background technology
Shear wall is as a kind of construction unit of lateral force resisting, because its rigidity is big, high capacity, therefore very universal
Apply in most skyscraper.The structural system for high residential building that China is developed is prefabricated assembled
Concrete shear wall structure.The part or all of component of prefabricated assembled concrete shear wall structure is completed in factory's pre-production,
Then transport to job site, be assembled integrally component by reliable connected mode.The straightening of wall is during wall is assembled
A most important link, in constructing at the scene at present, shear wall is general directly by crane lifting, by reserved steel bar and in advance
Box out and positioned, then the support dummy slider anchorage on wallboard and building floor is constructed more multiple with adjustable temporary support
It is miscellaneous, time-consuming and coarse, and alignment error is larger, in order to preferably carry out the experimental study to fabricated shear wall structure, hair
A kind of bright simple and convenient effective shear wall vertical adjustment mechanism is necessary.
Utility model content
Technical problem to be solved in the utility model is：A kind of shear wall vertical adjustment mechanism is provided, existing cut is solved
Power wall by reserved reinforcing bar and preformed hole by being positioned, with adjustable temporary support by the branch on wallboard and building floor
The problem of supportting complicated, time-consuming, the coarse construction brought in dummy slider jail and big alignment error.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is：A kind of shear wall vertical adjusting dress
Put, including shear wall body and vertical adjustment mechanism body；The vertical adjustment mechanism body includes column, connector and support
Bar；
The spreader of the multiple horizontal directions of shear wall body sidewall weld；
The uprights vertical connects more than two spreaders；
The support bar includes first support bar and second support bar；
The first support bar includes the adjusting means for being used to adjust first support bar length；
The second support bar includes the adjusting means for being used to adjust second support bar length；
The connector includes the first connector, the second connector and the 3rd connector；
One end of the first support bar is connected at the top of column by the first connector, and one end of the second support bar leads to
The second connector connection column bottom is crossed, the other end of the first support bar and the other end of second support bar connect by the 3rd
Fitting is connected；
3rd connector is connected with ground.
Further, the spreader is made up of two the first cylinders being parallel to each other；The column is parallel to each other by two
The second cylinder cylinder composition.
Further, the shear wall vertical adjustment mechanism also includes the 4th connector, and the 4th connector includes spiral shell
Bar and external member, one end of the screw rod are provided with the first grab, and first grab is engaged with spreader, the other end of the screw rod
Provided with screw thread, the external member is provided with through hole, and the through hole and screw flight coordinate, and the condition is provided with the second grab, and described the
Two grabs are engaged with column；The spreader by gap of the screw rod through described two the first cylinders being parallel to each other and
Gap and external member and screw flight mating connection column between described two the second cylinders for being parallel to each other.
Further, multiple stulls are welded between described two the first cylinders being parallel to each other；It is described two to be parallel to each other
The second cylinder between weld multiple stulls.
Further, first connector is welded at the top of column, and first connector sets the first bolt hole, institute
The second bolt hole of one end setting and through hole cooperation that first support bar is connected with column is stated, the first support bar passes through bolt
Connect the first bolt hole and the second bolt hole connection column.
Further, second connector is welded on column bottom, and second connector sets the 3rd bolt hole, institute
The 4th bolt hole of one end setting and the cooperation of the 3rd bolt hole that second support bar is connected with column is stated, the second support bar is led to
Cross the bolt hole of bolt connection the 3rd and the 4th bolt hole connection column.
Further, the 3rd connector sets the 5th bolt hole and the 6th bolt hole, the first support bar and the
One end of three connectors connection sets the 7th bolt hole coordinated with the 5th bolt hole, and the first support bar is bolted
5th bolt hole and the 7th bolt hole connect the 3rd connector；One end that the second support bar is connected with the 3rd connector is set
The 8th bolt hole coordinated with the 6th bolt hole, the second support bar is bolted the 6th bolt hole and the 8th bolt hole
Connect the 3rd connector.
Further, the 3rd connector also includes base plate, and the base plate is welded on the 3rd connector bottom, the bottom
Plate sets multiple 9th bolts hole, and the 3rd connector is connected by screw through the 9th bolt hole with ground.
The beneficial effects of the utility model are：
A kind of shear wall vertical adjustment mechanism that the utility model is related to, including shear wall body and vertical adjustment mechanism sheet
Body；In the multiple spreaders of horizontal direction welding of this body sidewall of shear wall, the vertical adjustment mechanism body is by a root post, first
The triangular supports structure that support bar and second support bar are formed by connecting；Column is vertical with multiple spreaders to be connected, by installed in
The perpendicularity of length adjustment device in first support bar, adjustment column and horizontal plane, so as to adjust shear wall and horizontal plane
Perpendicularity.The shear wall vertical adjustment mechanism that the utility model is related to is simple in construction, easy for installation, with low cost, solves existing
Shear wall needs to be positioned by reserved reinforcing bar and preformed hole, with adjustable temporary support by wallboard and building floor
The construction that support dummy slider jail is brought is complicated, time-consuming, coarse and the problem of big alignment error.
Brief description of the drawings
Fig. 1 is a kind of shear wall vertical adjustment mechanism structural representation of the utility model embodiment；
Label declaration：
1st, shear wall body；2nd, column；3rd, spreader；4th, first support bar；
41st, adjusting means；5th, second support bar；6th, the first connector；7th, the second connector；8th, the 3rd connector；81st, bottom
Plate；9th, the 4th connector.
Embodiment
To describe technology contents of the present utility model, the objects and the effects in detail, below in conjunction with embodiment and match somebody with somebody
Accompanying drawing is closed to be explained.
The design of the utility model most critical is：In horizontally arranged multiple spreaders of this body sidewall of shear wall, lead to
Cross that column is vertical with spreader to be connected, then by the length adjustment device adjusting post and the angle of horizontal plane on support bar, so that
Adjust the perpendicularity of shear wall, advantage easy for installation with simple in construction, with low cost.
It refer to Fig. 1, a kind of shear wall vertical adjustment mechanism, including shear wall body 1 and vertical adjustment mechanism body；Institute
Stating vertical adjustment mechanism body includes column 2, connector and support bar；
The spreader 3 of the multiple horizontal directions of the sidewall weld of shear wall body 1；
The column 2 vertically connects more than two spreaders 3；
The support bar includes first support bar 4 and second support bar 5；
The first support bar 4 includes the adjusting means 41 for being used to adjust the length of first support bar 4；
The second support bar 5 includes the adjusting means 41 for being used to adjust the length of second support bar 5；
The connector includes the first connector 6, the second connector 7 and the 3rd connector 8；
One end of the first support bar 4 connects the top of column 2, the one of the second support bar 5 by the first connector 6
End connects the bottom of column 2 by the second connector 7, and the other end of the first support bar 4 leads to the other end of second support bar 5
The 3rd connector 8 is crossed to connect；
3rd connector 8 is connected with ground.
Above-mentioned shear wall vertical adjustment mechanism, including shear wall body and vertical adjustment mechanism body；In shear wall body
The horizontal direction of side wall welds multiple spreaders, and the vertical adjustment mechanism body is by a root post, first support bar and second
The triangular supports structure that strut is formed by connecting；Column is vertical with multiple spreaders to be connected, by first support bar
The perpendicularity of length adjustment device, adjustment column and horizontal plane, so as to adjust the perpendicularity of shear wall and horizontal plane.This practicality is new
The shear wall vertical adjustment mechanism that type is related to is simple in construction, easy for installation, with low cost, and solving existing shear wall needs by pre-
The reinforcing bar and preformed hole stayed is positioned, and is brought the support dummy slider jail on wallboard and building floor with adjustable temporary support
The problem of complicated, time-consuming, coarse and big alignment error of constructing.
Further, the spreader 3 is made up of two the first cylinders being parallel to each other；The column is parallel to each other by two
The second cylinder cylinder composition.
Seen from the above description, by the structure that spreader and column design are twin columns, on the one hand add column and spreader it
Between contact area, improve spreader and column connection stability；On the other hand, the design of twin columns makes spreader be connected with column
Place produces common gap, is conducive to being fixedly connected for column and spreader part.
Further, the shear wall vertical adjustment mechanism also includes the 4th connector 9, and the 4th connector 9 includes
Screw rod and external member, one end of the screw rod are provided with the first grab, and first grab is engaged with spreader 3, the screw rod it is another
One end is provided with screw thread, and the external member is provided with through hole, and the through hole coordinates with screw flight, and the condition is provided with the second grab, institute
The second grab is stated to be engaged with column；The spreader 3 is by screw rod through described two the first cylinders being parallel to each other
Gap and external member and screw flight mating connection column 2 between gap and two second cylinders for being parallel to each other.
It is preferred that the connected mode of spreader and column, using spreader and the dual beam configuration of column, when the spreader is overlapped with column
Common space is produced, common space, and the first grab fastening spreader are passed through by screw rod, pass through external member and screw flight
Connection, and the second grab fastening column in external member, realize being fastenedly connected between spreader and column 2；This connected mode
Attended operation is simple, stable connection, and ease of assembly and dismounting.
Further, multiple stulls 3 are welded between described two the first cylinders being parallel to each other；It is described two to be parallel to each other
The second cylinder between weld multiple stulls.
Seen from the above description, two the first cylinders being parallel to each other are connected using stull, improves the stability of spreader, have
Effect prevents that spreader from producing skew under external force.
Further, first connector 6 is welded on the top of column 2, and first connector 6 sets the first bolt
Hole, one end that the first support bar 4 is connected with column 2 sets the second bolt hole coordinated with through hole, the first support bar 4
It is bolted the first bolt hole and the second bolt hole connection column 2.
Further, second connector 7 is welded on the bottom of column 2, and second connector 7 sets the 3rd bolt
Hole, one end that the second support bar 5 is connected with column 2 sets the 4th bolt hole coordinated with the 3rd bolt hole, described second
Support bar 5 is bolted the 3rd bolt hole and the 4th bolt hole connection column 2.
Seen from the above description, it is bolted between support bar and column, connected mode is simple, stable connection and side
Just dismantle.
Further, the 3rd connector 8 sets the 5th bolt hole and the 6th bolt hole, the first support bar 4 with
One end of 3rd connector 8 connection sets the 7th bolt hole coordinated with the 5th bolt hole, and the first support bar 4 passes through bolt
Connect the 5th bolt hole and the 7th bolt hole connects the 3rd connector 8；What the second support bar 5 was connected with the 3rd connector 8
One end set with the 6th bolt hole coordinate the 8th bolt hole, the second support bar 5 be bolted the 6th bolt hole and
8th bolt hole connects the 3rd connector 8.
Seen from the above description, it is bolted between support bar and the 3rd connector, connected mode is simple, connection is steady
Gu and convenient dismounting.
Further, the 3rd connector 8 also includes base plate 81, and the base plate 81 is welded on the bottom of the 3rd connector 8,
The base plate 81 sets multiple 9th bolts hole, and the 3rd connector 8 is connected by screw through the 9th bolt hole with ground.
Seen from the above description, base plate is set in the 3rd connector bottom, be connected by base plate with ground, increase the 3rd connects
Fitting and the contact area on ground, so as to improve the stability of shear wall vertical adjustment mechanism, set multiple screws on bottom surface
Hole, is fixedly connected with the ground by screw, and this connected mode is simple, stable connection and convenient dismounting.
Embodiment 1
It refer to Fig. 1, a kind of shear wall vertical adjustment mechanism, including shear wall body 1 and vertical adjustment mechanism body；Institute
Stating vertical adjustment mechanism body includes column 2, connector and support bar；The multiple level sides of the sidewall weld of shear wall body 1
To spreader 3；The column 2 vertically connects more than two spreaders 3；The support bar includes first support bar 4 and second
Strut 5；The first support bar 4 includes the adjusting means 41 for being used to adjust first support bar length；The second support bar 5 is wrapped
Include the adjusting means for adjusting second support bar length；The connector includes the first connector 6, the second connector 7 and the
Three connectors 8；One end of the first support bar 4 connects the top of column 2 by the first connector 6, the second support bar 5
One end connects the bottom of column 2, the other end of the first support bar 4 and the other end of second support bar 5 by the second connector 7
Connected by the 3rd connector 8；3rd connector 8 is connected with ground.The first post that the spreader 3 is parallel to each other by two
Body is constituted；The column 2 is made up of two the second cylinder cylinders being parallel to each other.The shear wall vertical adjustment mechanism also includes
4th connector 9, the 4th connector 9 includes screw rod and external member, and one end of the screw rod is provided with the first grab, described first
Grab is engaged with spreader 3, and the other end of the screw rod is provided with screw thread, and the external member is provided with through hole, the through hole and screw rod spiral shell
Line coordinates, and the condition is provided with the second grab, and second grab is engaged with column 2；The spreader 3 passes through institute by screw rod
State gap between the gap between two the first cylinders being parallel to each other and two second cylinders for being parallel to each other and
External member and screw flight mating connection column 2.Multiple stulls are welded between described two the first cylinders being parallel to each other；It is described
Multiple stulls are welded between the second cylinder that two are parallel to each other.First connector 6 is welded on the top of column 2, and described the
A connection piece 6 sets the first bolt hole, and one end that the first support bar 4 is connected with column 2 sets second coordinated with through hole
Bolt hole, the first support bar 4 is bolted the first bolt hole and the second bolt hole connection column 2.Described second connects
Fitting 7 is welded on the bottom of column 2, and second connector 7 sets the 3rd bolt hole, and the second support bar 5 is connected with column 2
One end the 4th bolt hole coordinated with the 3rd bolt hole is set, the second support bar 5 is bolted the 3rd bolt hole
Column 2 is connected with the 4th bolt hole.3rd connector 8 sets the 5th bolt hole and the 6th bolt hole, first support
One end that bar 4 is connected with the 3rd connector 8 sets the 7th bolt hole coordinated with the 5th bolt hole, and the first support bar 4 is led to
Cross the bolt hole of bolt connection the 5th and the 7th bolt hole connects the 3rd connector 8；The connector 8 of second support bar 5 and the 3rd
One end of connection sets the 8th bolt hole coordinated with the 6th bolt hole, and the second support bar 5 is bolted the 6th spiral shell
Keyhole and the 8th bolt hole connect the 3rd connector 8.3rd connector 8 also includes base plate 81, and the base plate 81 is welded on
The bottom of 3rd connector 8, the base plate 81 sets multiple 9th bolts hole, and the 3rd connector 8 passes through the 9th by screw
Bolt hole is connected with ground.
In summary, the shear wall vertical adjustment mechanism that the utility model is provided, including shear wall body and vertical adjusting
Device body；In the multiple spreaders of horizontal direction welding of this body sidewall of shear wall, the vertical adjustment mechanism body is vertical by one
The triangular supports structure that post, first support bar and second support bar are formed by connecting；Column is vertical with multiple spreaders to be connected, and is passed through
The perpendicularity of length adjustment device in first support bar, adjustment column and horizontal plane, so as to adjust shear wall and water
The perpendicularity of plane.The shear wall vertical adjustment mechanism that the utility model is related to is simple in construction, easy for installation, with low cost, solution
Certainly existing shear wall needs to be positioned by reserved reinforcing bar and preformed hole, with adjustable temporary support by wallboard and building
The construction that support dummy slider jail on plate is brought is complicated, time-consuming, coarse and the problem of big alignment error.It is by spreader and column design
The structure of twin columns, on the one hand adds the contact area between column and spreader, improves the stability of spreader and column connection；
On the other hand, the design of twin columns makes spreader produce common gap with column junction, is conducive to the fixation of column and spreader part
Connection.It is preferred that the connected mode of spreader and column, using spreader and the dual beam configuration of column, makes spreader be produced when being overlapped with column
Common space, passes through common space, and the first grab fastening spreader by screw rod, is connected by external member and screw flight
Connect, and the second grab fastening column in external member, realize being fastenedly connected between spreader and column；This connected mode connection
It is simple to operate, stable connection, and ease of assembly and dismounting.Two the first cylinders being parallel to each other are connected using stull, improve horizontal
The stability of post, effectively prevents that spreader from producing skew under external force.It is bolted, connects between support bar and column
Mode is simple, stable connection and convenient dismounting.It is bolted between support bar and the 3rd connector, connected mode is simple,
Stable connection and convenient dismounting.Base plate is set in the 3rd connector bottom, is connected by base plate with ground, increases the 3rd connector
With the contact area on ground, so as to improve the stability of shear wall vertical adjustment mechanism, multiple screw holes are set on bottom surface, led to
Cross screw to be fixedly connected with the ground, this connected mode is simple, stable connection and convenient dismounting.
Embodiment of the present utility model is the foregoing is only, the scope of the claims of the present utility model is not thereby limited, it is every
The equivalents made using the utility model specification and accompanying drawing content, or directly or indirectly it is used in the technology neck of correlation
Domain, is similarly included in scope of patent protection of the present utility model.
Claims (8)
1. a kind of shear wall vertical adjustment mechanism, it is characterised in that including shear wall body and vertical adjustment mechanism body；It is described
Vertical adjustment mechanism body includes column, connector and support bar；
The spreader of the multiple horizontal directions of shear wall body sidewall weld；
The uprights vertical connects more than two spreaders；
The support bar includes first support bar and second support bar；
The first support bar includes the adjusting means for being used to adjust first support bar length；
The second support bar includes the adjusting means for being used to adjust second support bar length；
The connector includes the first connector, the second connector and the 3rd connector；
One end of the first support bar is connected at the top of column by the first connector, and one end of the second support bar passes through the
Two connectors connect column bottom, and the other end of the first support bar and the other end of second support bar pass through the 3rd connector
Connection；
3rd connector is connected with ground.
2. shear wall vertical adjustment mechanism according to claim 1, it is characterised in that the spreader is parallel to each other by two
The first cylinder composition；The column is made up of two the second cylinder cylinders being parallel to each other.
3. shear wall vertical adjustment mechanism according to claim 2, it is characterised in that the shear wall vertical adjustment mechanism
Also include the 4th connector, the 4th connector includes screw rod and external member, and one end of the screw rod is provided with the first grab, described
First grab is engaged with spreader, and the other end of the screw rod is provided with screw thread, and the external member is provided with through hole, the through hole and screw rod
Screw thread coordinates, and the condition is provided with the second grab, and second grab is engaged with column；The spreader passes through institute by screw rod
State gap between the gap between two the first cylinders being parallel to each other and two second cylinders for being parallel to each other and
External member and screw flight mating connection column.
4. shear wall vertical adjustment mechanism according to claim 2, it is characterised in that it is described two be parallel to each other first
Multiple stulls are welded between cylinder；Multiple stulls are welded between described two the second cylinders being parallel to each other.
5. shear wall vertical adjustment mechanism according to claim 1, it is characterised in that first connector is welded on vertical
Column top, first connector sets the first bolt hole, and one end that the first support bar is connected with column is set and through hole
The second bolt hole coordinated, the first support bar is bolted the first bolt hole and the second bolt hole connection column.
6. shear wall vertical adjustment mechanism according to claim 1, it is characterised in that second connector is welded on vertical
Column bottom, second connector sets the 3rd bolt hole, and one end that the second support bar is connected with column is set and the 3rd
The 4th bolt hole that bolt hole coordinates, the second support bar is bolted the 3rd bolt hole and the connection of the 4th bolt hole is vertical
Post.
7. shear wall vertical adjustment mechanism according to claim 1, it is characterised in that the 3rd connector sets the 5th
Bolt hole and the 6th bolt hole, one end that the first support bar is connected with the 3rd connector set what is coordinated with the 5th bolt hole
7th bolt hole, the first support bar is bolted the 5th bolt hole and the 7th bolt hole connects the 3rd connector；Institute
State the 8th bolt hole of one end setting and the cooperation of the 6th bolt hole that second support bar is connected with the 3rd connector, described second
Strut is bolted the 6th bolt hole and the 8th bolt hole connects the 3rd connector.
8. shear wall vertical adjustment mechanism according to claim 1, it is characterised in that the 3rd connector also includes bottom
Plate, the base plate is welded on the 3rd connector bottom, and the base plate sets multiple 9th bolts hole, and the 3rd connector passes through
Screw is connected through the 9th bolt hole with ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621412276.1U CN206319631U (en) | 2016-12-21 | 2016-12-21 | A kind of shear wall vertical adjustment mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621412276.1U CN206319631U (en) | 2016-12-21 | 2016-12-21 | A kind of shear wall vertical adjustment mechanism |
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| Publication Number | Publication Date |
|---|---|
| CN206319631U true CN206319631U (en) | 2017-07-11 |
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ID=59259765
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621412276.1U Active CN206319631U (en) | 2016-12-21 | 2016-12-21 | A kind of shear wall vertical adjustment mechanism |
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| CN (1) | CN206319631U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843031A (en) * | 2018-06-22 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of assembly concrete shear wall fittable slackening device and construction method |
| CN110230405A (en) * | 2018-03-05 | 2019-09-13 | 青岛腾远设计事务所有限公司 | A kind of bearing diagonal of the fluid pressure type automatic adjustment verticality for fabricated construction |
| CN111877603A (en) * | 2020-07-01 | 2020-11-03 | 上海建工集团股份有限公司 | Precast concrete shear wall supporting and grouting surrounding integrated tool system and method |
| CN113898195A (en) * | 2021-11-17 | 2022-01-07 | 福建工程学院 | Assembled concrete structure wall column hoisting guiding and positioning device and construction method |
-
2016
- 2016-12-21 CN CN201621412276.1U patent/CN206319631U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230405A (en) * | 2018-03-05 | 2019-09-13 | 青岛腾远设计事务所有限公司 | A kind of bearing diagonal of the fluid pressure type automatic adjustment verticality for fabricated construction |
| CN108843031A (en) * | 2018-06-22 | 2018-11-20 | 中国十七冶集团有限公司 | A kind of assembly concrete shear wall fittable slackening device and construction method |
| CN111877603A (en) * | 2020-07-01 | 2020-11-03 | 上海建工集团股份有限公司 | Precast concrete shear wall supporting and grouting surrounding integrated tool system and method |
| CN113898195A (en) * | 2021-11-17 | 2022-01-07 | 福建工程学院 | Assembled concrete structure wall column hoisting guiding and positioning device and construction method |
| CN113898195B (en) * | 2021-11-17 | 2023-02-24 | 福建工程学院 | Assembled concrete structure wall column hoisting guiding and positioning device and construction method |
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