CN213359013U - Assembled shear force is perps additional strengthening for wall - Google Patents
Assembled shear force is perps additional strengthening for wall Download PDFInfo
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- CN213359013U CN213359013U CN202021908171.1U CN202021908171U CN213359013U CN 213359013 U CN213359013 U CN 213359013U CN 202021908171 U CN202021908171 U CN 202021908171U CN 213359013 U CN213359013 U CN 213359013U
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Abstract
The utility model discloses an assembled shear force is perps additional strengthening for wall relates to additional strengthening technical field, specifically is an assembled shear force is perps additional strengthening for wall, including left side bearing wall, the dovetail groove has been seted up to one side of left side bearing wall. Assembled shear force is perps additional strengthening for wall, through the setting of connecting plate and stand, make this additional strengthening possess the effect of the stability and the security of reinforcing shear force wall, cooperation setting through erecting version and screw, can pass through the threaded connection of screw and stand in the in-process of using, the cooperation buckle realizes fixing the one side at the stand with erecting the version steadily, because one side of erecting the version is serration structure, the arch of cooperation left side bearing wall and right side bearing wall one side can be realized when the rotatory direction that promotes the perpendicular version of screw removes to the stand, thereby has played the installation of being convenient for, the effect that stability is high, reached and consolidated of high quality, the purpose that the construction degree of difficulty is little.
Description
Technical Field
The utility model relates to a additional strengthening technical field specifically is an assembled shear force is perps additional strengthening for wall.
Background
The traditional cast-in-place construction mode has low industrialization degree, poor construction conditions, time and labor consumption, common quality problems which are difficult to eliminate, and safety accidents which sometimes happen are not favorable for energy conservation and environmental protection. The prefabricated structure can save energy, water and materials, greatly reduce construction waste, reduce noise pollution, reduce labor force consumption and strength, effectively improve construction environment and improve engineering quality. The application of the prefabricated concrete structure can realize the aims of energy conservation and emission reduction, improve the living quality and the ecological civilization level of people, promote the transformation of urban and rural construction modes and the development modes of the building industry and generate obvious benefits for the development of economy and society.
In the prefabricated concrete structure, the joint connection technology is the key technology of the structure and is the key for ensuring the structural integrity and the seismic performance. Perps are connected mainly through prefabricated shear force wall and are reserved the reinforcing bar in traditional prefabricated assembly type shear wall structure, are connected with vertical atress reinforcing bar in the perps position, then founds the template and post-cast concrete forms, and this kind of perps connection technique has following problem: the connection strength is not enough, the steel bar connection is difficult, concrete needs to be poured again by the vertical formwork, the process is complex, the construction difficulty is high, the construction period is long, the quality is difficult to guarantee, and the assembly, the use and the installation are inconvenient, so that the connection integrity and the stress performance are influenced.
Therefore, a vertical joint reinforcing structure for an assembled shear wall is urgently needed to solve the problem of the complaint.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides an assembled shear force is perps additional strengthening for wall has solved the problem that proposes in the above-mentioned background art.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides an assembled shear force perps additional strengthening for wall, includes left side bearing wall, the dovetail groove has been seted up to one side of left side bearing wall, there is first supporting shoe through connecting plate sliding connection in the inside in dovetail groove, the post-cast concrete hole has been seted up to the inside of first supporting shoe, one side butt of first supporting shoe has the stand, there is shear force wall one side of stand through connecting plate sliding connection, one side butt of stand has the second supporting shoe, the opposite side butt of stand has perpendicular version, one side threaded connection who erects the version has the screw, one side threaded connection of screw has the buckle.
Optionally, a concrete groove is formed in the vertical plate, one side of the vertical plate is of a sawtooth structure, one side of the second supporting block is connected with a right bearing wall in a sliding mode through a connecting plate, and bulges matched with the sawtooth structure on one side of the vertical plate are formed in one side of the left bearing wall and one side of the right bearing wall.
Optionally, the number of the first supporting block, the number of the stand column and the number of the second supporting block of the connecting plate are three, the first supporting block, the stand column and the second supporting block are uniformly distributed on one side of the shear wall, and the number of the screws and the number of the buckle plates are two, and the screws and the buckle plates are uniformly distributed on one side of the vertical plate.
Optionally, one side of the first left side bearing wall and one side of the right side bearing wall are connected with baffles in a sliding mode, the number of the baffles is three, the baffles are evenly distributed on one side of the left side bearing wall and one side of the right side bearing wall, the bottom of each baffle is provided with a convex block, and the top of each baffle is provided with a groove matched with the convex block.
Optionally, a fixing plate is fixedly mounted on one side of the shear wall, a right screw rod is rotatably connected to one side of the fixing plate, a nut is in threaded connection with one side of the right screw rod, and a left screw rod is in threaded connection with one side of the nut.
Optionally, the number of the fixing plate, the number of the right screw, the number of the nuts and the number of the left screw are two, each group is three, the fixing plate, the right screw, the nuts and the left screw are symmetrically distributed on two sides of the shear wall, and one side of the left screw is rotatably connected to one side of the left bearing wall or one side of the right bearing wall through the fixing plate.
(III) advantageous effects
The utility model provides an assembled shear force is perps additional strengthening for wall possesses following beneficial effect:
1. this assembled shear force is perps additional strengthening for wall, through the setting of connecting plate and stand, make this additional strengthening possess the effect of the stability and the security of reinforcing shear force wall, set up through the cooperation of erecting edition and screw, can pass through the threaded connection of screw and stand in the use, cooperation buckle realization is stably fixed erecting the edition in one side of stand, because one side of erecting the edition is the cockscomb structure, the arch of cooperation left side bearing wall and right side bearing wall one side can realize when the screw rotation promotes erecting the edition and move to the direction of stand, can firmly buckle erecting the edition in the inboard of left side bearing wall and right side bearing wall, and because the quantity of first supporting shoe and second supporting shoe is three, can realize the effect of being convenient for installation, the stability of this structure can be improved to the inside concreting of pouring the concrete hole after the installation, thereby played and be convenient for installation, The stability is high, and the purposes of good reinforcing quality and small construction difficulty are achieved.
2. This assembled perps additional strengthening for shear force wall, through the setting of fixed plate and nut, make this additional strengthening possess dual enhancement wall structure's effect, cooperation through right side screw rod and left side screw rod sets up, can strengthen the structural stability of shear force wall corner through rotating the nut at the in-process that uses, owing to be provided with two sets of nuts, can realize the effect of uniform support shear force wall, it is inhomogeneous to place the atress, thereby played the dual enhancement, the effect that the practicality is high, reached the security height, the even purpose of atress.
Drawings
Fig. 1 is a schematic three-dimensional structure of the present invention;
fig. 2 is a schematic top view of the present invention;
FIG. 3 is an enlarged schematic view of FIG. 2A according to the present invention;
FIG. 4 is a schematic structural view of the baffle of the present invention;
FIG. 5 is a schematic structural view of the half-section of the present invention;
fig. 6 is a left-side view schematically illustrating the structure of the present invention;
fig. 7 is a schematic structural diagram of the utility model.
In the figure: 1. a left side load bearing wall; 2. a trapezoidal groove; 3. a first support block; 4. post-pouring concrete holes; 5. a column; 6. a connecting plate; 7. a shear wall; 8. a second support block; 9. erecting the plate; 10. a screw; 11. buckling the plate; 12. a right side load-bearing wall; 13. a baffle plate; 14. a bump; 15. A fixing plate; 16. a right screw; 17. a nut; 18. and a left screw.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1 to 7, the present invention provides a technical solution: a vertical joint reinforcing structure for an assembled shear wall comprises a left side bearing wall 1, wherein one side of the left side bearing wall 1 is provided with a trapezoidal groove 2, the inside of the trapezoidal groove 2 is slidably connected with a first supporting block 3 through a connecting plate 6, the inside of the first supporting block 3 is provided with a post-cast concrete hole 4, one side of the first supporting block 3 is abutted with an upright post 5, one side of the upright post 5 is slidably connected with a shear wall 7 through the connecting plate 6, the number of the first supporting block 3, the number of the upright post 5 and the number of the second supporting block 8 are three and are uniformly distributed on one side of the shear wall 7, the number of screws 10 and buckling plates 11 is two and are uniformly distributed on one side of a vertical plate 9, one side of the upright post 5 is abutted with a second supporting block 8, the other side of the upright post 5 is abutted with a vertical plate 9, the inside of the vertical plate 9 is provided with a concrete groove, one side of the vertical plate 9 is of a zigzag structure, one side, the left bearing wall 1 and the right bearing wall 12 are both provided with bulges matched with the sawtooth structures on one side of the vertical plate 9, one side of the shear wall 7 is fixedly provided with a fixing plate 15, one side of the fixing plate 15 is rotatably connected with a right screw 16, one side of the right screw 16 is in threaded connection with a nut 17, one side of the nut 17 is in threaded connection with a left screw 18, the reinforcing structure has the effect of reinforcing the stability and the safety of the shear wall 7 through the arrangement of the connecting plate 6 and the upright post 5, the vertical plate 9 can be stably fixed on one side of the upright post 5 through the matching arrangement of the vertical plate 9 and the screw 10 by the threaded connection of the screw 10 and the upright post 5 in the use process, the vertical plate 9 is matched with the buckle plate 11, because one side of the vertical plate 9 is in the sawtooth structures, the bulges on one side of the left bearing wall 1 and the right bearing wall 12 can realize that the vertical plate 9 can, the vertical plate 9 can be firmly buckled at the inner sides of the left bearing wall 1 and the right bearing wall 12, the effect of convenient installation can be realized due to the fact that the number of the first supporting blocks 3 and the second supporting blocks 8 is three, the stability of the structure can be improved by pouring concrete backwards into the concrete holes 4 after installation, and therefore the effects of convenient installation and high stability are achieved, the purposes of good reinforcing quality and small construction difficulty are achieved, one side of the vertical plate 9 is in threaded connection with the screw 10, one side of the screw 10 is in threaded connection with the buckling plate 11, one sides of the left bearing wall 1 and the right bearing wall 12 are in sliding connection with the baffle plate 13, the number of the baffle plates 13 is three, the baffle plates are evenly distributed at one sides of the left bearing wall 1 and the right bearing wall 12, the bottom of the baffle plate 13 is provided with the convex block 14, the top of the baffle plate 13 is provided with the groove matched with the convex block 14, Nut 17 and left side screw rod 18's quantity is two sets ofly, every group is three, the symmetric distribution is in the both sides of shear force wall 7, setting through fixed plate 15 and nut 17, make this additional strengthening possess dual additional strengthening wall structure's effect, cooperation through right side screw rod 16 and left side screw rod 18 sets up, can strengthen the structural stability of shear force wall 7 corner through rotating nut 17 at the in-process of using, owing to be provided with two sets of nuts 17, can realize the effect of evenly supporting shear force wall 7, it is inhomogeneous to place the atress, thereby double reinforcement has been played, the effect that the practicality is high, the security is high, the even mesh of atress has been reached, one side of left side screw rod 18 is rotated through fixed plate 15 and is connected in one side of left side bearing wall 1 or right side.
When in use, firstly, the baffle 13 can be inserted into one side of the left bearing wall 1 and the right bearing wall 12, then the first supporting block 3 and the second supporting block 8 are slidably mounted on one side of the left bearing wall 1 and the right bearing wall 12 through the connecting plate 6, the upright post 5 is in a T-shaped structure and is matched with the first supporting block 3 and the second supporting block 8, the upright post 5 is slidably connected with one end of the shear wall 7 through the connecting plate 6, so that the shear wall 7 is clamped and connected on one side of the left bearing wall 1 and the right bearing wall 12 through the connecting plate 6 and the upright post 5, then, one side of the upright post 5 is in threaded connection with the vertical plate 9 through the screw 10, one side of the vertical plate 9 is in a zigzag structure and is matched with the bulges matched with the sawteeth on one side of the left bearing wall 1 and the right bearing wall 12 and one side of the vertical plate 9, so that the position of, due to the arrangement of the fixing plate 15 and the nut 17, the effect of double supporting and fixing the shear wall 7 through the fixing plate 15 by the right screw 16 and the left screw 17 when the nut 17 is rotated can be achieved, due to the arrangement of the projection 14, the mutual positions of the baffles 13 can be stably fixed by matching with the groove at the top of the baffle 13, which is matched with the projection 14, and finally, after all the components are installed, concrete is poured on one side of the post-cast concrete hole 4, the vertical plate 9 and the baffle 13 to achieve the strengthening of the structure.
In summary, the following steps: the assembling type vertical joint reinforcing structure for the shear wall has the advantages that the reinforcing structure has the effect of reinforcing the stability and the safety of the shear wall 7 through the arrangement of the connecting plate 6 and the upright post 5, the vertical plate 9 can be stably fixed on one side of the upright post 5 through the threaded connection of the screw 10 and the upright post 5 in the use process through the matching arrangement of the vertical plate 9 and the screw 10, the vertical plate 9 can be firmly buckled on the inner sides of the left bearing wall 1 and the right bearing wall 12 when the screw 10 rotates to push the vertical plate 9 to move towards the upright post 5 through the matching buckling plate 11 due to the fact that one side of the vertical plate 9 is of the zigzag structure and the bulges on one side of the left bearing wall 1 and the right bearing wall 12, in addition, the effect of convenient installation can be realized due to the fact that the number of the first supporting blocks 3 and the second supporting blocks 8 is three, the stability of the structure can be improved through the concrete poured backwards in the concrete hole 4 after the installation, thereby has played the installation of being convenient for, the effect that stability is high, it is good to have reached the reinforcement quality, the purpose that the construction degree of difficulty is little, setting through fixed plate 15 and nut 17, make this additional strengthening possess dual additional strengthening wall structure's effect, cooperation setting through right side screw rod 16 and left side screw rod 18, can strengthen the structural stability of shear force wall 7 corner through rotating nut 17 at the in-process that uses, owing to be provided with two sets of nuts 17, can realize the effect of evenly supporting shear force wall 7, it is inhomogeneous to place the atress, thereby double reinforcement has been played, the effect that the practicality is high, the security is high, the even mesh of atress has been reached.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides an assembled shear force is perps additional strengthening for wall, includes left side bearing wall (1), its characterized in that: trapezoidal groove (2) have been seted up to one side of left side bearing wall (1), there is first supporting shoe (3) inside through connecting plate (6) sliding connection in trapezoidal groove (2), post-cast concrete hole (4) have been seted up to the inside of first supporting shoe (3), one side butt joint of first supporting shoe (3) has stand (5), there is shear force wall (7) one side of stand (5) through connecting plate (6) sliding connection, one side butt joint of stand (5) has second supporting shoe (8), the opposite side butt joint of stand (5) has perpendicular version (9), one side threaded connection who erects version (9) has screw (10), one side threaded connection of screw (10) has buckle (11).
2. The perps reinforcing structure for the fabricated shear wall according to claim 1, wherein: the concrete groove has been seted up to the inside of erecting version (9), the one side of erecting version (9) is serration structure, there is right side bearing wall (12) one side of second supporting shoe (8) through connecting plate (6) sliding connection, the arch with erecting version (9) one side serration structure looks adaptation is all seted up to one side of left side bearing wall (1) and right side bearing wall (12).
3. The perps reinforcing structure for the fabricated shear wall according to claim 1, wherein: the number of the first supporting blocks (3), the columns (5) and the second supporting blocks (8) of the connecting plates (6) is three, the first supporting blocks, the columns (5) and the second supporting blocks (8) are evenly distributed on one side of the shear wall (7), the number of the screws (10) and the number of the buckle plates (11) are two, and the first supporting blocks, the columns (3), the second supporting blocks and the buckle plates are evenly distributed on one side of the vertical plate (9.
4. The perps reinforcing structure for the fabricated shear wall according to claim 1, wherein: one side sliding connection of left side bearing wall (1) and right side bearing wall (12) has baffle (13), the quantity of baffle (13) is three evenly distributed in one side of left side bearing wall (1) and right side bearing wall (12), lug (14) have been seted up to the bottom of baffle (13), the recess with lug (14) looks adaptation is seted up at the top of baffle (13).
5. The perps reinforcing structure for the fabricated shear wall according to claim 1, wherein: one side fixed mounting of shear force wall (7) has fixed plate (15), one side of fixed plate (15) is rotated and is connected with right side screw rod (16), one side threaded connection of right side screw rod (16) has nut (17), one side threaded connection of nut (17) has left side screw rod (18).
6. The perps reinforcing structure for the fabricated shear wall according to claim 5, wherein: the number of the fixing plate (15), the right screw (16), the nut (17) and the left screw (18) is two, each group is three, the two screws are symmetrically distributed on two sides of the shear wall (7), and one side of the left screw (18) is rotatably connected to one side of the left bearing wall (1) or the right bearing wall (12) through the fixing plate (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021908171.1U CN213359013U (en) | 2020-09-04 | 2020-09-04 | Assembled shear force is perps additional strengthening for wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021908171.1U CN213359013U (en) | 2020-09-04 | 2020-09-04 | Assembled shear force is perps additional strengthening for wall |
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| CN213359013U true CN213359013U (en) | 2021-06-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116927380A (en) * | 2023-09-19 | 2023-10-24 | 山西二建集团有限公司 | Dividing wall filling device for steel structure building |
-
2020
- 2020-09-04 CN CN202021908171.1U patent/CN213359013U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116927380A (en) * | 2023-09-19 | 2023-10-24 | 山西二建集团有限公司 | Dividing wall filling device for steel structure building |
| CN116927380B (en) * | 2023-09-19 | 2023-12-15 | 山西二建集团有限公司 | Dividing wall filling device for steel structure building |
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