CN217150669U - Transverse connection structure of cast-in-place shear wall and prefabricated shear wall - Google Patents
Transverse connection structure of cast-in-place shear wall and prefabricated shear wall Download PDFInfo
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- CN217150669U CN217150669U CN202220824953.XU CN202220824953U CN217150669U CN 217150669 U CN217150669 U CN 217150669U CN 202220824953 U CN202220824953 U CN 202220824953U CN 217150669 U CN217150669 U CN 217150669U
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Abstract
The utility model provides a cast-in-place shear force wall and transverse connection structure of prefabricated shear force wall, including connection base, a first connecting cylinder, the head rod, first connecting bolt, the fixed plate, first fixing bolt, the second connecting cylinder, the second connecting rod, the lateral wall that passes the second connecting cylinder just is used for carrying out the second connecting bolt fixed to the junction of second connecting cylinder and second connecting rod, the setting just is used for carrying out the fixed slot of joint with prefabricated shear force wall at the right-hand member of second connecting rod, the setting just is used for carrying out the second fixing bolt fixed with prefabricated shear force wall on the fixed slot and is used for carrying out the reinforcement module fixed with end wall and paring. Through cast-in-place shear force wall and prefabricated shear force wall's transverse connection structure not only can conveniently realize the connection installation of transverse connection structure and cast-in-place shear force wall and prefabricated shear force wall, but also can make transverse connection structure and diapire and top wall be connected to together to improve the fastness of building.
Description
Technical Field
The utility model belongs to the technical field of building engineering, in particular to transverse connection structure of cast-in-place shear force wall and prefabricated shear force wall.
Background
With the shear wall also called as wind resisting wall, earthquake resisting wall or structural wall, the wall body mainly bearing horizontal load and vertical load caused by wind load or earthquake action in a house or a structure prevents the structure from shearing and damaging.
The transverse connection structure of the prefabricated shear wall and the cast-in-place shear wall is needed at present, but the existing transverse connection structure of the prefabricated shear wall and the cast-in-place shear wall has the defects of inconvenient connection and installation and poor connection firmness.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a to prior art's is not enough, provides a transverse connection structure of cast-in-place shear force wall and precast shear force wall, not only can conveniently realize the connection installation of transverse connection structure and cast-in-place shear force wall and precast shear force wall, but also can make transverse connection structure and end wall and top wall be connected to together to improve the fastness of building.
In order to solve the technical problem, the utility model discloses a technical scheme is: a transverse connection structure of a cast-in-place shear wall and a prefabricated shear wall comprises a connection base, a first connection cylinder arranged at the left end of the connection base, a first connection rod inserted in the first connection cylinder, a first connection bolt penetrating through the side wall of the first connection cylinder and abutting against the outer side wall of the first connection rod so as to fix the connection position of the first connection cylinder and the first connection rod, a fixed plate arranged at the right end of the first connection rod far away from the connection base and used for pouring and fixing with the cast-in-place shear wall, a first fixing bolt arranged on the fixed plate and used for fixing with the framework of the cast-in-place shear wall, a second connection cylinder arranged at the right end of the connection base, a second connection rod inserted in the second connection cylinder, a second connection bolt penetrating through the side wall of the second connection cylinder and used for fixing the connection position of the second connection cylinder and the second connection rod, a fixing groove arranged at the right end of the second connection rod and used for clamping and fixing with the prefabricated shear wall, The second fixing bolt is arranged on the fixing groove and used for fixing the prefabricated shear wall, and the reinforcing module is used for fixing the bottom wall and the top wall.
Furthermore, the first connecting cylinder is welded and fixed with the left end of the connecting base, and the second connecting cylinder is welded and fixed with the right end of the connecting base.
Furthermore, a first anti-skid line matched with the first connecting bolt is arranged on the outer side wall of the first connecting rod.
Furthermore, a second anti-skid grain matched with the first connecting bolt is arranged on the outer side wall of the second connecting rod.
Further, consolidate the module including setting up the first extension board on connection base lower extreme inside wall, setting on first extension board and be used for carrying out the first reinforcing bolt who fixes with the diapire, set up the second extension board on connection base upper end inside wall and set up on the second extension board and be used for carrying out the second reinforcing bolt who fixes with the parietal.
Furthermore, the first connecting cylinder is provided with a plurality of connecting rods, and the number of the connecting rods is matched with that of the first connecting cylinder.
Furthermore, the number of the second connecting cylinders is multiple, and the number of the second connecting rods is matched with that of the second connecting cylinders.
Further, still be provided with on the fixed plate with the fixed first section of thick bamboo that links up of head rod joint, still be provided with on the first section of thick bamboo that links up and be used for carrying out the first linking bolt fixed with the head rod, be provided with on the head rod with the first screw thread linking hole of first linking bolt looks adaptation, still be provided with on the fixed slot with the fixed second section of thick bamboo that links up of second connecting rod joint, still be provided with on the second links up a section of thick bamboo and carry out the second linking bolt fixed with the second connecting rod, be provided with on the second connecting rod with the second screw thread linking hole of second linking bolt looks adaptation.
Compared with the prior art, the beneficial effects of the utility model are as follows: one of them, through connection base, a first connecting cylinder, the head rod, first connecting bolt, the fixed plate, first fixing bolt, the second connecting cylinder, the second connecting rod, second connecting bolt, the fixed slot, the cooperation of second fixing bolt and reinforcement module, not only can conveniently realize the connection installation of transverse connection structure and cast-in-place shear force wall and prefabricated shear force wall, but also can make transverse connection structure and end wall and top wall be connected to together to improve the fastness of building.
Secondly, the limiting effect of the first connecting bolt on the connecting part of the first connecting cylinder and the first connecting rod can be enhanced through the first anti-skid grains; through second anti-skidding line, can strengthen the spacing effect of second connecting bolt to the junction of second connecting cylinder and second connecting rod.
And thirdly, the connection base can be fixed with the bottom wall and the top wall through the matching of the first extension plate, the first reinforcing bolt, the second extension plate and the second reinforcing bolt, so that the connection firmness of the cast-in-place shear wall and the prefabricated shear wall is enhanced.
Fourthly, the first connection cylinder, the first connection bolt and the first thread connection hole are matched, so that the fixing plate and the first connecting rod can be flexibly connected and detached; through the cooperation of the second joining cylinder, the second joining bolt and the second thread joining hole, the flexible connection and disassembly of the fixing groove and the second connecting rod can be realized.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic side view of the first extension plate, the first reinforcing bolt, the second extension plate, and the second reinforcing bolt of the present invention;
fig. 3 is a schematic top view of the fixing groove and the second fixing bolt of the present invention;
fig. 4 is a schematic structural view of the first joining cylinder, the first joining bolt, the second joining cylinder, and the second joining bolt of the present invention.
In the figure: 1. a connection base; 2. a first connecting cylinder; 3. a first connecting rod; 4. a first connecting bolt; 5. a fixing plate; 6. a first fixing bolt; 7. a second connecting cylinder; 8. a second connecting rod; 9. a second connecting bolt; 10. fixing grooves; 11. a second fixing bolt; 12. a first anti-skid pattern; 13. a second anti-skid pattern; 14. a first extension plate; 15. a first reinforcing bolt; 16. a second extension plate; 17. a second reinforcing bolt; 18. a first engagement cylinder; 19. a first engaging bolt; 20. a second engagement cylinder; 21. a second engagement bolt; 22. casting a shear wall in situ; 23. and (5) prefabricating the shear wall.
Detailed Description
For a better understanding of the present invention, the contents of the present invention will be further clarified below by referring to examples, but the present invention is not limited to the following examples. In the following description, numerous specific details are set forth in order to provide a more thorough understanding of the present invention. It will be apparent, however, to one skilled in the art, that the present invention may be practiced without one or more of these specific details.
As shown in fig. 1 to 4, a transverse connection structure of a cast-in-place shear wall and a prefabricated shear wall includes a connection base 1, a first connection cylinder 2 disposed at a left side end of the connection base 1, a first connection rod 3 inserted into the first connection cylinder 2, a first connection bolt 4 penetrating a side wall of the first connection cylinder 2 and abutting against an outer side wall of the first connection rod 3 to fix a connection position of the first connection cylinder 2 and the first connection rod 3, a fixing plate 5 disposed at a right end of the first connection rod 3 away from the connection base 1 and used for casting and fixing with a cast-in-place shear wall 22, a first fixing bolt 6 disposed on the fixing plate 5 and used for fixing with a framework of the cast-in-place shear wall 22, a second connection cylinder 7 disposed at a right side end of the connection base 1, a second connection rod 8 inserted into the second connection cylinder 7, and a second connection bolt penetrating a side wall of the second connection cylinder 7 and used for fixing a connection position of the second connection cylinder 7 and the second connection rod 8 9. The second fixing bolt 11 is arranged on the fixing groove 10 and used for fixing the prefabricated shear wall 23, and the reinforcing module is used for fixing the bottom wall and the top wall.
According to another embodiment of the present invention, as shown in fig. 1-4, the first connecting cylinder 2 is welded to the left end of the connection base 1, and the second connecting cylinder 7 is welded to the right end of the connection base 1.
According to another embodiment of the present invention, as shown in fig. 1 to 4, the outer side wall of the first connecting rod 3 is provided with a first anti-slip pattern 12 adapted to the first connecting bolt 4.
According to another embodiment of the present invention, as shown in fig. 1-4, the second connecting rod 8 is provided with a second anti-slip pattern 13 on its outer side wall, which is adapted to the first connecting bolt 4.
According to another embodiment of the present invention, as shown in fig. 1-4, the reinforcing module comprises a first extending plate 14 disposed on the inner side wall of the lower end of the connection base 1, a first reinforcing bolt 15 disposed on the first extending plate 14 and used for fixing with the bottom wall, a second extending plate 16 disposed on the inner side wall of the upper end of the connection base 1, and a second reinforcing bolt 17 disposed on the second extending plate 16 and used for fixing with the top wall.
According to another embodiment of the present invention, as shown in fig. 1 to 4, the first connecting cylinder 2 is provided in plurality, and the number of the first connecting rods 3 is adapted to the number of the first connecting cylinders 2.
According to another embodiment of the present invention, as shown in fig. 1 to 4, the second connecting cylinder 7 is provided in plurality, and the number of the second connecting rods 8 is adapted to the number of the second connecting cylinders 7.
According to another embodiment of the present invention, as shown in fig. 1-4, a first engaging cylinder 18 fixed to the first connecting rod 3 is further disposed on the fixing plate 5, a first engaging bolt 19 for fixing to the first connecting rod 3 is further disposed on the first engaging cylinder 18, a first thread engaging hole adapted to the first engaging bolt 19 is disposed on the first connecting rod 3, a second engaging cylinder 20 fixed to the second connecting rod 8 is further disposed on the fixing groove 10, a second engaging bolt 21 fixed to the second connecting rod 8 is further disposed on the second engaging cylinder 20, and a second thread engaging hole adapted to the second engaging bolt 21 is disposed on the second connecting rod 8.
The utility model discloses a theory of operation: the connecting base 1 is moved to a position between a cast-in-place shear wall 22 and a prefabricated shear wall 23 which need to be connected, then the expansion amount of the first connecting rod 3 in the first connecting cylinder 2 is adjusted according to the distance between the connecting base 1 and the cast-in-place shear wall 22, the first extending plate 14 is enabled to be abutted against the top of the bottom wall, the second extending plate 16 is enabled to be abutted against the bottom of the top wall, the fixing plate 5 is enabled to be abutted against the right side end of the framework of the cast-in-place shear wall 22, then the first fixing bolt 6 is enabled to penetrate through the fixing plate 5 and be in threaded connection with the framework of the cast-in-place shear wall 22, and then the first connecting bolt 4 penetrates through the side wall of the first connecting cylinder 2 and is enabled to be abutted against the outer side wall of the first connecting rod 3, so that the connecting position of the first connecting cylinder 2 and the first connecting rod 3 is fixed.
Then, the expansion amount of the second connecting rod 8 in the second connecting cylinder 7 is adjusted according to the distance between the connecting base 1 and the prefabricated shear wall 23, so that the fixing groove 10 is fixedly clamped with the left side end of the prefabricated shear wall 23, then the second fixing bolt 11 penetrates through the side wall of the fixing groove 10 and is in threaded connection with the prefabricated shear wall 23, and then the second connecting bolt 9 penetrates through the side wall of the second connecting cylinder 7 and abuts against the outer side wall of the second connecting rod 8, so that the connecting position of the second connecting cylinder 7 and the second connecting rod 8 is fixed.
Then, the first reinforcing bolts 15 penetrate through the first extension plate 14 and are connected with the bottom wall, the second reinforcing bolts 17 penetrate through the second extension plate 16 and are connected with the top wall, then, concrete is used for pouring the framework of the cast-in-place shear wall 22, the fixing plate 5, the first connecting rods 3, the first connecting cylinders 2, the connecting base 1, the second connecting cylinders 7, the fixing grooves 10 and the left ends of the precast concrete, and then the fixed connection of the cast-in-place shear wall 22 and the precast shear wall 23 can be completed.
The limiting effect of the first connecting bolt 4 on the connecting part of the first connecting cylinder 2 and the first connecting rod 3 can be enhanced through the first anti-skid grains 12; through second anti-skidding line 13, can strengthen the spacing effect of second connecting bolt 9 to the junction of second connecting cylinder 7 and second connecting rod 8.
The first engagement cylinder 18, the first engagement bolt 19 and the first threaded engagement hole are matched, so that the fixed plate 5 and the first connecting rod 3 can be flexibly connected and detached; through the cooperation of the second engagement cylinder 20, the second engagement bolt 21, and the second thread engagement hole, the flexible connection and detachment of the fixing groove 10 and the second connecting rod 8 can be realized.
Finally, the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and other modifications or equivalent replacements made by the technical solutions of the present invention by those of ordinary skill in the art should be covered within the scope of the claims of the present invention as long as they do not depart from the spirit and scope of the technical solutions of the present invention.
Claims (7)
1. The utility model provides a transverse connection structure of cast-in-place shear force wall and prefabricated shear force wall which characterized in that: the connecting device comprises a connecting base (1), a first connecting cylinder (2) arranged at the left side end of the connecting base (1), a first connecting rod (3) inserted in the first connecting cylinder (2), a first connecting bolt (4) penetrating through the side wall of the first connecting cylinder (2) and abutting against the outer side wall of the first connecting rod (3) so as to fix the joint of the first connecting cylinder (2) and the first connecting rod (3), a fixing plate (5) arranged at the right end of the first connecting rod (3) far away from the connecting base (1) and used for pouring and fixing with a cast-in-place shear wall (22), a first fixing bolt (6) arranged on the fixing plate (5) and used for fixing with a framework of the cast-in-place shear wall (22), a second connecting cylinder (7) arranged at the right side end of the connecting base (1), a second connecting rod (8) inserted in the second connecting cylinder (7), The second connecting bolt (9) penetrates through the side wall of the second connecting cylinder (7) and is used for fixing the joint of the second connecting cylinder (7) and the second connecting rod (8), a fixing groove (10) which is arranged at the right end of the second connecting rod (8) and used for being clamped and fixed with the prefabricated shear wall (23), a second fixing bolt (11) which is arranged on the fixing groove (10) and used for being fixed with the prefabricated shear wall (23) and a reinforcing module which is used for being fixed with the bottom wall and the top wall.
2. The transverse connection structure of a cast-in-place shear wall and a precast shear wall of claim 1, wherein: the left end of the first connecting cylinder (2) and the left end of the connecting base (1) are welded and fixed, and the right end of the second connecting cylinder (7) and the right end of the connecting base (1) are welded and fixed.
3. A cast-in-place shear wall and precast shear wall transverse connection structure according to claim 1 or 2, wherein: and a first anti-skid grain (12) matched with the first connecting bolt (4) is arranged on the outer side wall of the first connecting rod (3).
4. A cast-in-place shear wall and precast shear wall transverse connection structure as claimed in claim 3, wherein: and a second anti-skid grain (13) matched with the first connecting bolt (4) is arranged on the outer side wall of the second connecting rod (8).
5. The transverse connection structure of a cast-in-place shear wall and a precast shear wall of claim 4, wherein: the reinforcing module comprises a first extending plate (14) arranged on the inner side wall of the lower end of the connecting base (1), a first reinforcing bolt (15) arranged on the first extending plate (14) and used for being fixed with a bottom wall, a second extending plate (16) arranged on the inner side wall of the upper end of the connecting base (1) and a second reinforcing bolt (17) arranged on the second extending plate (16) and used for being fixed with a top wall.
6. The transverse connection structure of a cast-in-place shear wall and a precast shear wall of claim 5, wherein: the first connecting cylinders (2) are multiple, and the number of the first connecting rods (3) is matched with that of the first connecting cylinders (2).
7. The transverse connection structure of a cast-in-place shear wall and a precast shear wall of claim 6, wherein: the number of the second connecting cylinders (7) is multiple, and the number of the second connecting rods (8) is matched with that of the second connecting cylinders (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220824953.XU CN217150669U (en) | 2022-04-11 | 2022-04-11 | Transverse connection structure of cast-in-place shear wall and prefabricated shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220824953.XU CN217150669U (en) | 2022-04-11 | 2022-04-11 | Transverse connection structure of cast-in-place shear wall and prefabricated shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217150669U true CN217150669U (en) | 2022-08-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220824953.XU Active CN217150669U (en) | 2022-04-11 | 2022-04-11 | Transverse connection structure of cast-in-place shear wall and prefabricated shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217150669U (en) |
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2022
- 2022-04-11 CN CN202220824953.XU patent/CN217150669U/en active Active
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