CN211114209U - Splicing device for steel plate composite shear wall - Google Patents
Splicing device for steel plate composite shear wall Download PDFInfo
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- CN211114209U CN211114209U CN201921273402.3U CN201921273402U CN211114209U CN 211114209 U CN211114209 U CN 211114209U CN 201921273402 U CN201921273402 U CN 201921273402U CN 211114209 U CN211114209 U CN 211114209U
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- shear wall
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Abstract
The utility model relates to the technical field of shear walls, and discloses a splicing device for a steel plate composite shear wall, which solves the problems that most steel plate shear walls are fixedly connected by adopting the matching of screws and bolts, the connection is not firm enough and the installation is inconvenient, and comprises a C-shaped base, a mounting seat, a first shear wall, a second shear wall and a connecting plate, wherein both ends of the connecting plate are fixedly connected with the first shear wall and the second shear wall by a first locking screw, the edges of both sides of the upper end of the mounting seat along the length direction are vertically welded and fixed with mounting plates, the outer walls of the mounting plates on both sides are provided with welding grooves, the top ends of the mounting plates on both sides are welded with two clamping plates, the distance between the two clamping plates is matched with the connecting plate, a second locking screw is connected between the two clamping plates, the connecting plate is provided with a through hole matched with the second locking screw, the operation is simple and the installation efficiency is, the splicing firmness is greatly improved.
Description
Technical Field
The utility model relates to a shear force wall technical field especially relates to a steel sheet combination splicing apparatus for shear force wall.
Background
The steel plate combined shear wall is a shear wall structure formed by bending and shaping steel plates, the interior of the shear wall structure comprises a cavity formed by bending the steel plates and rib plates for separating the cavity, other building materials can be selectively filled in the cavity according to needs, and the shear wall has the advantages of high bearing capacity, light dead weight, high construction speed, good shearing resistance and the like, and is particularly suitable for high-rise and super high-rise buildings in high-intensity areas and earthquake-resistant reinforcement engineering. The excellent performance of the earthquake-proof performance makes the building widely applied to the field of super high-rise buildings. However, the research on steel plate composite shear walls at home and abroad is not mature, relevant calculation regulations do not exist in the specification of the connection mode of the steel plates and the concrete, and the connection structure of the steel plates and the concrete directly influences the combined action of the steel plates and the concrete, the stability and the safety of the structure, and the steel amount and the economical efficiency of the structure. Most of the existing steel plate shear walls are fixedly connected by matching screws, and the connection is not firm enough and is inconvenient to install.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the cooperation fixed connection that the steel sheet shear force wall majority that exists among the prior art adopted screw rod and screw, connect the shortcoming firm and not convenient for installation inadequately, and the steel sheet combination splicing apparatus for shear force wall that provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a splicing apparatus for steel sheet combination shear wall, includes C type base, mount pad, first shear force wall, second shear force wall and connecting plate, the both ends of connecting plate are all through first locking screw and first shear force wall, second shear force wall fixed connection, the equal vertical welded fastening of both sides edge along its length direction in mount pad upper end has a mounting panel, both sides welding groove has all been seted up on the outer wall of mounting panel, and the top of both sides mounting panel all welds two chucking boards, two distance between the chucking board with the connecting plate looks adaptation, and be connected with second locking screw between two chucking boards, set up on the connecting plate with the through-hole of second locking screw looks adaptation.
Preferably, a positioning rod is welded and fixed on the bottom surface of the interior of the C-shaped base, positioning plates are welded on two sides of the bottom end of the mounting base, positioning holes are formed in the positioning plates, and the positioning holes are matched with the positioning rods.
Preferably, the distance between the mounting plates on the two sides is matched with the thicknesses of the first shear wall and the second shear wall.
Preferably, chamfers are arranged on the two sides of the top ends of the mounting plates, which are close to each other.
Preferably, a through hole is formed in the clamping plate, and the second locking screw is inserted into the through hole.
The utility model has the advantages that:
first shear force wall and second shear force wall are connected through the connecting plate at first to first shear force wall and second shear force wall are all inserted and are established between two mounting panels, make the connecting plate be located between two chucking boards simultaneously, and through welding groove to first shear force wall and second shear force wall welded fastening, thereby make first shear force wall, the concatenation of second shear force wall firm, easy operation and installation effectiveness are high, have improved the fastness of concatenation greatly.
Drawings
Fig. 1 is a schematic structural view of a splicing device for a steel plate composite shear wall in a front view;
fig. 2 is a schematic structural view of a side view of the splicing device for the steel plate composite shear wall provided by the utility model;
fig. 3 is the utility model provides a structural schematic diagram that splicing apparatus overlooks for steel sheet compound shear wall.
In the figure: the device comprises a 1C-shaped base, 2 positioning rods, 3 mounting seats, 4 positioning plates, 5 positioning holes, 6 mounting plates, 7 welding grooves, 8 first shear walls, 9 second shear walls, 10 clamping plates, 11 connecting plates, 12 first locking screws and 13 second locking screws.
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. 1-3, a splicing device for a steel plate composite shear wall comprises a C-shaped base 1, a mounting base 3, a first shear wall 8, a second shear wall 9 and a connecting plate 11, wherein both ends of the connecting plate 11 are fixedly connected with the first shear wall 8 and the second shear wall 9 through a first locking screw 12, the bottom ends of the first shear wall 8 and the second shear wall 9 are respectively provided with a threaded hole which is matched with the first locking screw 12 in the direction of the first locking screw, a positioning rod 2 is fixedly welded on the inner bottom surface of the C-shaped base 1, the number of the positioning rods 2 is determined according to the length of the shear wall, positioning plates 4 are welded on both sides of the bottom end of the mounting base 3, positioning holes 5 are arranged on the positioning plates 4, the positioning holes 5 are matched with the positioning rods 2, the mounting base 3 is inserted into the C-shaped base 1, the positioning rods 2 are inserted into the positioning holes 5, mounting plates 6 are fixedly welded on both side, all seted up weld groove 7 on the outer wall of both sides mounting panel 6, distance and first shear force wall 8 between the mounting panel 6 of both sides, the thickness looks adaptation of second shear force wall 9, one side that 6 tops of both sides mounting panel are close to each other all is provided with the chamfer, be convenient for insert of first shear force wall 8 and second shear force wall 9, and two chucking boards 10 have all been welded on the top of mounting panel 6 of both sides, distance and connecting plate 11 looks adaptation between two chucking boards 10, and be connected with second locking screw 13 between two chucking boards 10, set up the through-hole with 13 looks adaptations of second locking screw on the connecting plate 11, the through-hole has been seted up on the chucking board 10, second locking screw 13 inserts and establishes at the through-hole, it runs through connecting plate 11.
In the embodiment, the C-shaped base 1 is poured on the ground, the mounting base 3 is inserted into the C-shaped base 1, the positioning rod 2 is inserted into the positioning hole 5, cement is poured into the inner wall of the C-shaped base 1, the C-shaped base 1 is fixed with the ground, the first shear wall 8 and the second shear wall 9 are connected through the connecting plate 11 and the first locking screw 12, the bottom ends of the first shear wall 8 and the second shear wall 9 are inserted between the two mounting plates 6, the connecting plate 11 is positioned between the two clamping plates 10, the second locking screw 13 penetrates through the through holes of the two mounting plates 6 and penetrates through the through hole of the connecting plate 11 to be fixed through a nut, the first shear wall 8 and the second shear wall 9 are welded through the welding groove 7 to be fixed with the mounting plates 6, so that the first shear wall 8 and the second shear wall 9 are firmly spliced, the operation is simple, and the mounting efficiency is high, the splicing firmness is greatly improved.
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 (5)
1. A splicing device for a steel plate composite shear wall comprises a C-shaped base (1), a mounting seat (3), a first shear wall (8), a second shear wall (9) and a connecting plate (11), both ends of the connecting plate (11) are fixedly connected with the first shear wall (8) and the second shear wall (9) through a first locking screw (12), it is characterized in that the edges of two sides of the upper end of the mounting seat (3) along the length direction are vertically welded and fixed with mounting plates (6), the outer walls of the mounting plates (6) at two sides are respectively provided with a welding groove (7), two clamping plates (10) are welded at the top ends of the mounting plates (6) at the two sides, the distance between the two clamping plates (10) is matched with the connecting plate (11), and a second locking screw (13) is connected between the two clamping plates (10), and a through hole matched with the second locking screw (13) is formed in the connecting plate (11).
2. The splicing device for the steel plate composite shear wall according to claim 1, wherein a positioning rod (2) is welded and fixed on the bottom surface of the interior of the C-shaped base (1), positioning plates (4) are welded on two sides of the bottom end of the mounting seat (3), positioning holes (5) are formed in the positioning plates (4), and the positioning holes (5) are matched with the positioning rods (2).
3. The splicing device for the steel plate composite shear wall according to claim 1, wherein the distance between the mounting plates (6) on two sides is matched with the thickness of the first shear wall (8) and the second shear wall (9).
4. The splicing device for the steel plate composite shear wall according to claim 1, wherein the sides of the top ends of the mounting plates (6) at two sides, which are close to each other, are provided with chamfers.
5. The splicing device for the steel plate composite shear wall according to claim 1, wherein a through hole is formed in the clamping plate (10), and the second locking screw (13) is inserted into the through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921273402.3U CN211114209U (en) | 2019-08-07 | 2019-08-07 | Splicing device for steel plate composite shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921273402.3U CN211114209U (en) | 2019-08-07 | 2019-08-07 | Splicing device for steel plate composite shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114209U true CN211114209U (en) | 2020-07-28 |
Family
ID=71693127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921273402.3U Active CN211114209U (en) | 2019-08-07 | 2019-08-07 | Splicing device for steel plate composite shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114209U (en) |
-
2019
- 2019-08-07 CN CN201921273402.3U patent/CN211114209U/en active Active
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