CN218292482U - Double-deck steel sheet concrete shear wall structure - Google Patents
Double-deck steel sheet concrete shear wall structure Download PDFInfo
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- CN218292482U CN218292482U CN202222626258.5U CN202222626258U CN218292482U CN 218292482 U CN218292482 U CN 218292482U CN 202222626258 U CN202222626258 U CN 202222626258U CN 218292482 U CN218292482 U CN 218292482U
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- connecting rod
- rod
- connecting claw
- shear wall
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Abstract
The utility model relates to a double-layer steel plate concrete shear wall structure, which belongs to the field of shear walls and comprises a reinforcing mesh, a first connecting rod, a second connecting rod, a first connecting claw, a second connecting claw and a butting mechanism; two reinforcing meshes are symmetrically arranged; two groups of first connecting rods, two groups of second connecting rods, two groups of first connecting claws and two groups of second connecting claws are arranged; the first connecting claw is arranged on the first connecting rod and the second connecting rod in a sliding manner; the second connecting claw is arranged on the first connecting rod and the second connecting rod; the first connecting claw is detachably connected with the second connecting claw, and the first connecting claw is clamped with the second connecting claw; the first connecting claw and the second connecting claw are respectively clamped with the two reinforcing mesh and detachably connected; the butt mechanism sets up on head rod and second connecting rod, head rod and second connecting rod sliding connection, and head rod and second connecting rod pass through the drive of butt mechanism and connect. The utility model discloses can conveniently connect two-layer reinforcing bar net.
Description
Technical Field
The utility model relates to a shear force wall field especially relates to a double-deck steel sheet concrete shear force wall structure.
Background
The fabricated building has the characteristics of component assembly, enclosure integration, production industrialization and the like, is the development direction of multi-story and high-rise residential buildings in the future, and is increasingly applied. In practical engineering, many prefabricated multi-story high-rise residential buildings adopt steel-concrete combined structures. The common steel-concrete composite structure mainly comprises a frame structure, a frame-shear wall structure, a shear wall structure and the like.
Shear walls (shear walls) are also called wind or earthquake resistant walls, structural walls. The wall body mainly bears horizontal load and vertical load { gravity } caused by wind load or earthquake action in the house or the structure. The shear wall is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing of partition walls of elevator rooms, staircases, equipment and auxiliary rooms, and the cylinder wall is a cast-in-place reinforced concrete wall body which has higher rigidity and strength and can bear larger horizontal load than a plane shear wall.
When casting, have two-layer reinforcing bar net in the wall body, need connect two-layer reinforcing bar net through the connecting rod, through being through the joint back that carries out of two L types, weld, inconvenient to follow-up adjustment to and inconvenient erection joint.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the problem that exists among the background art, provide a can conveniently carry out the double-deck steel sheet concrete shear wall structure connected to two-layer reinforcing bar net.
The technical scheme of the utility model: a double-layer steel plate concrete shear wall structure comprises a steel bar mesh, a first connecting rod, a second connecting rod, a first connecting claw, a second connecting claw and a butting mechanism;
two reinforcing meshes are symmetrically arranged; two groups of first connecting rods, two groups of second connecting rods, two groups of first connecting claws and two groups of second connecting claws are arranged; the first connecting claw is arranged on the first connecting rod and the second connecting rod in a sliding manner; the second connecting claw is arranged on the first connecting rod and the second connecting rod; the first connecting claw is detachably connected with the second connecting claw, and the first connecting claw is clamped with the second connecting claw; the first connecting claw and the second connecting claw are respectively clamped with the two reinforcing steel bar meshes and are detachably connected; the butt mechanism sets up on head rod and second connecting rod, head rod and second connecting rod sliding connection, and head rod and second connecting rod pass through the drive of butt mechanism and connect.
Preferably, the abutting mechanism comprises a mounting block, a blocking frame and an abutting rod; the mounting block is arranged on the first connecting rod; the blocking frame is arranged on the second connecting rod; the first connecting rod is connected with the blocking frame in a sliding manner; the second connecting rod is connected with the mounting block in a sliding manner; one end of the connecting rod is rotatably arranged on the mounting block, and the other end of the connecting rod is connected with the blocking frame in a supporting mode.
Preferably, the blocking frame is provided with a clamping groove; a plurality of clamping grooves are arranged along the vertical direction; the embedding setting of butt pole is in the joint inslot, and butt pole and joint groove joint.
Preferably, the joint of the abutting rod and the clamping groove is provided with a guide inclined plane, and the clamping groove is obliquely arranged.
Preferably, the second connecting claw is provided with a fixed sleeve; the fixing sleeve is provided with a fixing groove; the first connecting claw is embedded into the fixing groove and clamped with the fixing groove.
Preferably, the first connecting claw is provided with a sliding sleeve; the sliding sleeve is arranged on the first connecting rod and the second connecting rod in a sliding mode and is rotationally connected with the first connecting rod and the second connecting rod; one end of the sliding sleeve is embedded in the fixed sleeve, and the sliding sleeve is clamped with the fixed sleeve.
Preferably, the reinforcing mesh comprises a transverse rod and a vertical rod, and the first connecting claw and the second connecting claw are clamped with the transverse rod and the vertical rod respectively.
Compared with the prior art, the utility model discloses following profitable technological effect has:
the utility model discloses in, when needs connect two sets of reinforcing bar nets, promote first connecting claw orientation earlier and keep away from the direction removal of fixed cover, make sliding sleeve shift out from in the fixed cover, fixed cover removes the spacing to first connecting claw and sliding sleeve, make first connecting claw can rotate, rotate first connecting claw to the position with second connecting claw parallel and level, thereby can incline first connecting claw and second connecting claw pass through horizontal pole and montant clearance in first connecting claw and second connecting claw and remove reinforcing bar net department, remove reinforcing bar net department back, it connects claw vertical department with the second to rotate first connecting claw again, and remove in the fixed cover, make fixed cover fix first connecting claw, first connecting claw and second connecting claw are fixed horizontal pole and montant respectively, two first connecting claw and second connecting claw remove respectively after reinforcing bar net department, the orientation of orientation first connecting rod and second connecting rod again presses down the pole and stops the contact with the pole, make the installation pole and promote the butt removal of barrier frame, make installation piece and firm barrier frame and second connecting claw between the barrier frame and the reinforcing bar net card to connect the reinforcing bar net to carry out the pull and need not to connect two sets of reinforcing bar net to the pull and connect the pull to block the pole card, thereby make two sets of reinforcing bar net connection claw and the reinforcing bar net connection, it need to connect two block the pull to connect the pull to carry out the pull to connect the orientation to carry out the back to connect the steel bar net to carry out the joint to the joint, thereby two sets of steel bar net and the connection claw and to connect the connection of steel bar net, two sets of blocking frame, make two block the connection.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a structural sectional view of an embodiment of the present invention;
fig. 3 is a partially enlarged structural diagram of a portion a in fig. 2.
Reference numerals are as follows: 1. a reinforcing mesh; 21. a first connecting rod; 22. a second connecting rod; 3. a first connecting claw; 4. a second connecting claw; 5. a sliding sleeve; 6. fixing a sleeve; 601. fixing grooves; 7. mounting blocks; 8. a blocking frame; 801. a clamping groove; 9. the connecting rod is abutted.
Detailed Description
As shown in fig. 1-3, the present invention provides a double-layer steel plate concrete shear wall structure, which comprises a reinforcing mesh 1, a first connecting rod 21, a second connecting rod 22, a first connecting claw 3, a second connecting claw 4 and a butting mechanism;
two reinforcing meshes 1 are symmetrically arranged; two groups of first connecting rods 21, two groups of second connecting rods 22, two groups of first connecting claws 3 and two groups of second connecting claws 4 are arranged; the first connecting claw 3 is arranged on the first connecting rod 21 and the second connecting rod 22 in a sliding manner; the second connecting claws 4 are provided on the first connecting rod 21 and the second connecting rod 22; the first connecting claw 3 and the second connecting claw 4 are detachably connected, and the first connecting claw 3 is clamped with the second connecting claw 4; the first connecting claw 3 and the second connecting claw 4 are respectively clamped with the two reinforcing steel bar meshes 1 and are detachably connected; the abutting mechanism is arranged on the first connecting rod 21 and the second connecting rod 22, the first connecting rod 21 is connected with the second connecting rod 22 in a sliding mode, and the first connecting rod 21 and the second connecting rod 22 are in driving connection through the abutting mechanism.
The abutting mechanism comprises a mounting block 7, a blocking frame 8 and an abutting rod 9; the mounting block 7 is arranged on the first connecting rod 21; the blocking frame 8 is arranged on the second connecting rod 22; the first connecting rod 21 is connected with the blocking frame 8 in a sliding way; the second connecting rod 22 is connected with the mounting block 7 in a sliding way; one end of the abutting rod 9 is rotatably arranged on the mounting block 7, and the other end of the abutting rod 9 abuts against the blocking frame 8. The blocking frame 8 is provided with a clamping groove 801; a plurality of clamping grooves 801 are arranged along the vertical direction; the insertion of the abutting rod 9 is arranged in the clamping groove 801, and the abutting rod 9 is clamped with the clamping groove 801. The joint of the abutting rod 9 and the clamping groove 801 is provided with a guide inclined plane, and the clamping groove 801 is obliquely arranged.
The second connecting claw 4 is provided with a fixed sleeve 6; the fixed sleeve 6 is provided with a fixed groove 601; the first connection claw 3 is embedded in the fixing groove 601, and the first connection claw 3 is clamped with the fixing groove 601. The first connecting claw 3 is provided with a sliding sleeve 5; the sliding sleeve 5 is arranged on the first connecting rod 21 and the second connecting rod 22 in a sliding manner, and the sliding sleeve 5 is rotatably connected with the first connecting rod 21 and the second connecting rod 22; one end of the sliding sleeve 5 is embedded in the fixed sleeve 6, and the sliding sleeve 5 is clamped with the fixed sleeve 6.
The reinforcing bar net 1 includes that reinforcing bar net 1 includes horizontal pole and montant, and first connecting claw 3 and second connecting claw 4 respectively with horizontal pole and montant joint.
In this embodiment, when two sets of reinforcing steel bar nets 1 need to be connected, the first connecting claw 3 is pushed to move in a direction away from the fixing sleeve 6, so that the sliding sleeve 5 moves out of the fixing sleeve 6, the fixing sleeve 6 releases the position limitation on the first connecting claw 3 and the sliding sleeve 5, so that the first connecting claw 3 can rotate, the first connecting claw 3 rotates to a position flush with the second connecting claw 4, so that the first connecting claw 3 and the second connecting claw 4 can obliquely move to the reinforcing steel bar net 1 through the gap between the cross bar and the vertical bar, and then rotate to a position perpendicular to the first connecting claw 3 and the second connecting claw 4 and move into the fixing sleeve 6, so that the fixing sleeve 6 fixes the first connecting claw 3, and the first connecting claw 3 and the second connecting claw 4 fix the cross bar and the vertical bar respectively, after the two first connecting claws 3 and the second connecting claws 4 respectively move to the reinforcing steel bar meshes 1, the butting rods 9 are pressed towards the directions of the first connecting rods 21 and the second connecting rods 22, the butting rods 9 are in contact with the blocking frame 8, the butting rods 9 push the blocking frame 8 to move, the installation blocks 7 and the blocking frame 8 are far away from each other, the two groups of first connecting claws 3 and the second connecting claws 4 are close to each other, the two reinforcing steel bar meshes 1 are pulled to be close to each other, the reinforcing steel bar meshes 1 are supported, after the butting rods 9 are clamped into the clamping grooves 801, the installation blocks 7 and the blocking frame 8 can be fixed, the reinforcing steel bar meshes 1 are prevented from being separated, and the connection between the two reinforcing steel bar meshes 1 is completed The first connection claws 3 and the second connection claws 4 make the connection of the mesh reinforcement 1 more firm.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited thereto, and various changes can be made without departing from the gist of the present invention within the scope of knowledge possessed by those skilled in the art.
Claims (7)
1. A double-layer steel plate concrete shear wall structure is characterized by comprising a steel bar mesh (1), a first connecting rod (21), a second connecting rod (22), a first connecting claw (3), a second connecting claw (4) and a butting mechanism;
two reinforcing meshes (1) are symmetrically arranged; two groups of first connecting rods (21), two groups of second connecting rods (22), two groups of first connecting claws (3) and two groups of second connecting claws (4) are arranged; the first connecting claw (3) is arranged on the first connecting rod (21) and the second connecting rod (22) in a sliding manner; the second connecting claw (4) is arranged on the first connecting rod (21) and the second connecting rod (22); the first connecting claw (3) is detachably connected with the second connecting claw (4), and the first connecting claw (3) is clamped with the second connecting claw (4); the first connecting claw (3) and the second connecting claw (4) are respectively clamped with the two reinforcing steel bar meshes (1) and are detachably connected; the butt mechanism sets up on head rod (21) and second connecting rod (22), head rod (21) and second connecting rod (22) sliding connection, and head rod (21) and second connecting rod (22) are through butt mechanism drive connection.
2. The double-deck steel plate concrete shear wall structure of claim 1, wherein the abutting mechanism comprises a mounting block (7), a blocking frame (8) and an abutting rod (9); the mounting block (7) is arranged on the first connecting rod (21); the blocking frame (8) is arranged on the second connecting rod (22); the first connecting rod (21) is connected with the blocking frame (8) in a sliding way; the second connecting rod (22) is connected with the mounting block (7) in a sliding manner; one end of the abutting rod (9) is rotatably arranged on the mounting block (7), and the other end of the abutting rod (9) is abutted against the blocking frame (8).
3. The double-layer steel plate concrete shear wall structure according to claim 2, characterized in that the blocking frame (8) is provided with a clamping groove (801); a plurality of clamping grooves (801) are arranged along the vertical direction; the butt joint rod (9) is embedded in the clamping groove (801), and the butt joint rod (9) is clamped with the clamping groove (801).
4. The double-layer steel plate concrete shear wall structure according to claim 3, characterized in that a guide inclined surface is arranged at the joint of the abutting rod (9) and the clamping groove (801), and the clamping groove (801) is obliquely arranged.
5. The double-layer steel plate concrete shear wall structure according to claim 1, wherein the second connecting claw (4) is provided with a fixing sleeve (6); the fixed sleeve (6) is provided with a fixed groove (601); the first connecting claw (3) is embedded in the fixing groove (601), and the first connecting claw (3) is clamped with the fixing groove (601).
6. The double-layer steel plate concrete shear wall structure according to claim 5, wherein the first connecting claw (3) is provided with a sliding sleeve (5); the sliding sleeve (5) is arranged on the first connecting rod (21) and the second connecting rod (22) in a sliding mode, and the sliding sleeve (5) is rotationally connected with the first connecting rod (21) and the second connecting rod (22); one end of the sliding sleeve (5) is embedded in the fixed sleeve (6), and the sliding sleeve (5) is clamped with the fixed sleeve (6).
7. A double-deck steel plate concrete shear wall structure according to claim 1, characterized in that the reinforcing mesh (1) comprises a transverse bar and a vertical bar, and the first connecting claw (3) and the second connecting claw (4) are respectively clamped with the transverse bar and the vertical bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222626258.5U CN218292482U (en) | 2022-10-08 | 2022-10-08 | Double-deck steel sheet concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222626258.5U CN218292482U (en) | 2022-10-08 | 2022-10-08 | Double-deck steel sheet concrete shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218292482U true CN218292482U (en) | 2023-01-13 |
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ID=84804492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222626258.5U Active CN218292482U (en) | 2022-10-08 | 2022-10-08 | Double-deck steel sheet concrete shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218292482U (en) |
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2022
- 2022-10-08 CN CN202222626258.5U patent/CN218292482U/en active Active
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