Double-faced superimposed shear wall structure

Abstract

The utility model discloses a double-faced overlapped shear wall structure, which relates to the technical field of assembly type shear walls and comprises a first shear wall plate and a second shear wall plate, and a plurality of reinforcement cages are fixed between the first shear wall plate and the second shear wall plate. The steel reinforcement cage comprises a first steel reinforcement frame vertically arranged between the first shear wall plate and the second shear wall plate and a second steel reinforcement frame vertically arranged in the first shear wall plate and the second shear wall plate, and a plurality of connecting steel reinforcements are fixedly connected between the first steel reinforcement frame and the second steel reinforcement frame. A fixing block is fixedly connected to the upper end of the inner side of the first shear wall plate, a shock absorption assembly is fixed to the upper portion of the fixing block, and the two longitudinal adjacent first steel bar frames are fixedly connected with the upper end and the lower end of the shock absorption assembly correspondingly.

Description

Technical Field

[0001] The present application relates to the technical field of shear wall construction, and in particular to a double-sided composite shear wall structure. Background Art

[0002] The double-sided composite shear wall is divided into three layers in terms of wall structure. The inner and outer sides are prefabricated wall panels connected by steel trusses, and there is a cavity in the middle. After the wall is installed, concrete is poured into the cavity of the wall, so that the double-sided composite shear wall is cast as a solid wall.

[0003] Earthquake-resistant design of houses is a major concern in the construction industry. The current connection method between the adjacent double-sided composite shear walls on the upper and lower floors is to fix the steel bars in the double-sided composite shear walls by tying them with wire. However, this connection method has poor earthquake-resistant effect during an earthquake. Utility Model Content

[0004] In order to improve the seismic resistance of double-sided shear walls, the present application provides a double-sided composite shear wall structure.

[0005] The present application provides a double-sided composite shear wall structure, which adopts the following technical solution:

[0006] A double-sided composite shear wall structure includes a first shear wall panel and a second shear wall panel, a plurality of steel cages are fixed between the first shear wall panel and the second shear wall panel, the steel cage includes a first steel frame vertically arranged between the first shear wall panel and the second shear wall panel and a second steel frame vertically arranged in the first shear wall panel and the second shear wall panel, a plurality of connecting steel bars are fixedly connected between the first steel frame and the second steel frame, a fixed block is fixedly connected to the inner side of the first shear wall panel and at the upper end, a shock-absorbing assembly is fixed above the fixed block, and two adjacent first steel frames in the longitudinal direction are fixedly connected to the upper and lower ends of the shock-absorbing assembly respectively.

[0007] Optionally, the shock-absorbing assembly includes a shock-absorbing box arranged above the fixed block, the shock-absorbing box is hollow and has an open upper end, a cover plate for closing the opening is arranged at the opening position of the shock-absorbing box, a first positioning hole for passing the first steel bar frame is opened on the cover plate, two groups of mounting platforms are arranged on the inner walls on both sides of the shock-absorbing box, a limiting rod is fixedly connected between the two groups of mounting platforms, the outer wall of the limiting rod is slidably connected with a connecting assembly, a positioning block is arranged between the two limiting rods, a second positioning hole for passing the first steel bar frame is opened longitudinally in the middle position of the positioning block, and the connecting assembly is connected to the positioning block.

[0008] Optionally, the connecting assembly includes a connecting block with a sliding sleeve arranged on the limiting rod, one side of the connecting block is fixedly connected to an extension block, the side of the extension block opposite to the connecting block is fixedly connected to a connecting rod, and the other end of the connecting rod is connected to the positioning block.

[0009] Optionally, two side edges of the positioning block are respectively fixedly connected with connecting shafts, and the connecting rods are sleeved on the connecting shafts and are slidably connected with the connecting shafts.

[0010] Optionally, the first steel bar frame is configured to have two pieces, the second steel bar frame is configured to have four pieces, and the first steel bar frame and the second steel bar frame are fixedly connected in a hexagonal shape by connecting steel bars.

[0011] Optionally, a support frame is fixedly connected to one side of the second steel frame, one end of the support frame is fixedly connected to one side of the second steel frame, and the other end of the support frame is fixedly connected to the steel bars in the first shear wall panel 31 and the second shear wall panel 32.

[0012] In summary, the present application includes the following beneficial technical effects: by arranging a shock-absorbing component between the first steel frame, the double-layered shear plates can be offset horizontally and vertically perpendicular to the wall surface when vibration occurs to relieve the force generated by the vibration, thereby improving the problem of poor earthquake resistance of ordinary houses. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0014] Figure 2 It is a schematic diagram of the structure when two longitudinal double-sided composite shear walls are spliced ​​together in an embodiment of the present application.

[0015] Figure 3 It is a schematic diagram of the main structure of the shock-absorbing assembly in the embodiment of the present application.

[0016] Explanation of the accompanying drawings: 1. First shear wall panel; 2. Second shear wall panel; 3. Steel cage; 31. First steel frame; 32. Second steel frame; 33. Support frame; 34. Connecting steel bars; 4. Fixing block; 5. Shock absorber assembly; 51. Cover plate; 52. Mounting platform; 53. Limit rod; 54. Shock absorber box; 6. Connecting assembly; 61. Connecting block; 62. Extension block; 63. Connecting rod; 64. Spring; 7. Positioning block; 72. Second limit hole; 8. Connecting shaft. DETAILED DESCRIPTION

[0017] The following is combined with Figure 1-3 This application is described in further detail.

[0018] The embodiment of the present application discloses a double-sided composite shear wall structure.

[0019] Reference Figure 1 and Figure 2The double-sided composite shear wall structure includes a first shear wall panel 1 and a second shear wall panel 2. A plurality of steel cages 3 are fixedly arranged between the first shear wall panel 1 and the second shear wall panel 2. The plurality of steel cages 3 are equidistantly and vertically arranged between the first shear wall panel 1 and the second shear wall panel 2. The steel cages 3 include a group of first steel frames 31 vertically arranged between the first shear wall panel 1 and the second shear wall panel 2 and two groups of second steel frames 32 vertically arranged in the first shear wall panel 1 and the second shear wall panel 2. There are four roots in total in the two groups of second steel bars 32, which are respectively located on both sides of the first steel bar frame 31, and the two groups of second steel bars 32 are respectively cast in the first shear wall panel 1 and the second shear wall panel 2, and the first steel bar frame 31 and the second steel bar frame 32 are connected in a hexagonal shape; a plurality of connecting steel bars 34 are transversely fixedly connected between the first steel bar frame 31 and the second steel bar frame 32, so the connection shape of the steel cage 3 is a hexagon, which makes the supporting structure of the first shear wall panel 1 and the second shear wall panel 2 relatively stable.

[0020] Reference Figure 3 The two groups of second steel bars 32 are both welded with support frames 33, and the two groups of support frames 33 are respectively fixedly connected to the steel bars in the first shear wall panel 1 and the second shear wall panel 2. This arrangement is convenient for fixing the steel cage 3 between the first shear wall panel 1 and the second shear wall panel 2 when casting the shear wall panel.

[0021] Reference Figure 3 A fixed block 4 is fixedly connected to the inner side of the first shear wall 31 near the upper end, and a shock-absorbing assembly 5 is fixedly connected to the upper surface of the fixed block 4. The shock-absorbing assembly 5 includes a shock-absorbing box 54 fixed to the upper surface of the fixed block 4. The shock-absorbing box 54 is a hollow square box with an upper end opening. A cover plate 51 is fixedly installed on the upper end of the shock-absorbing box 54. A first positioning hole 511 for the first steel bar frame 31 to pass through is opened at the center of the cover plate 51. Installing the cover plate 51 can reduce the entry of dust and debris into the shock-absorbing assembly 5 and affect the shock-absorbing performance of the shock-absorbing assembly 5; two sets of mounting platforms 52 are fixedly connected to both inner sides of the shock-absorbing box 54, and the two sets of mounting platforms 52 are fixedly installed in parallel on the shock-absorbing On the inner wall of the box 54, a group of installation platforms 52 are fixedly connected to a cylindrical limit rod 53 in the middle position, and the limit rod 53 is vertically fixedly connected between the installation platforms 52; a positioning block 7 is arranged in the middle position between the two limit rods 53, and the positioning block 7 is longitudinally penetrated with a second limit hole 71 for the first steel bar frame to pass through; the lower end of the first steel bar frame 31 between the first shear wall panel 1 and the second shear wall panel 2 of the upper layer is fixedly passed through the upper end of the positioning block 7, and the upper end of the first steel bar frame 31 between the first shear wall panel 1 and the second shear wall panel 2 of the lower layer is fixedly passed through the lower end of the positioning block 7, so that the first steel bar frames 31 of the upper and lower layers are fixed.

[0022] Reference Figure 3The limit rod 53 is provided with a connecting assembly 6, and the connecting assembly 6 is slidably connected to the limit rod 53. The connecting assembly 6 includes a connecting block 61 that is slidably sleeved on the limit rod 53. The connecting block 61 is cylindrical, and a spring 64 is fixedly connected to the lower end of the connecting block 61. One end of the spring 64 is fixedly connected to the bottom of the connecting block 61, and the other end is fixedly connected to the upper surface of the lower mounting platform 52. The two connecting blocks 61 are fixedly connected to an extension block 62 on one side close to the positioning block 7, and the extension block 62 is fixedly connected to the side away from the rotating block 61 with two connecting rods 63. The two connecting rods 63 are connected in an inclined manner, so that the two connecting rods 63 and the positioning block 7 form a triangle. The connecting block 61, the extension block 62 and the connecting rod 63 are an integrated workpiece, so that the connecting assembly 6 is more stable in the shock-absorbing box 54. ; Two sets of connecting shafts 8 are fixedly connected to the edges of both sides of the positioning block 7, and the connecting rods 63 are slidably sleeved on the connecting shafts 8. During an earthquake, the shear wall will shake in a direction perpendicular to the wall body, so the setting length of the connecting shaft 8 is sufficient to meet the displacement caused by the first steel frame 31 driving the positioning block 7 to shake; since a spring 64 is fixedly connected under the connecting block 61, the positioning block 7 is usually in the shock-absorbing box 54 with a distance from the upper and lower surfaces of the shock-absorbing box 54. When there is a vibration, the positioning block can be displaced to remove the force generated by the vibration, so that the upper and lower double-sided overlapping shear walls can withstand greater impact force when they are perpendicular to the wall body and laterally offset, making the installation structure more stable.

[0023] Installation steps: first put the prepared steel cage 3 into the shear wall panel mold, then cast the shear wall panel, after completion, let it stand and cure the wall panel, wait for the wall panel to be completed, then install the shock-absorbing device 5 on the first steel frame 31, and finally use a lifting machine to place the wall panel to the specified position and place the wall panel layer by layer.

[0024] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A double-sided composite shear wall structure, characterized in that: The invention comprises a first shear wall panel (1) and a second shear wall panel (2), a plurality of steel cages (3) being fixed between the first shear wall panel (1) and the second shear wall panel (2), the steel cage (3) comprising a first steel frame (31) vertically arranged between the first shear wall panel (1) and the second shear wall panel (2), and a second steel frame (32) vertically arranged inside the first shear wall panel (1) and the second shear wall panel (2), a plurality of connecting steel bars (34) being fixedly connected between the first steel frame (31) and the second steel frame (32), a fixing block (4) being fixedly connected inside the first shear wall panel (1) and at the upper end, a shock absorbing assembly (5) being fixed above the fixing block (4), and two longitudinally adjacent first steel frames (31) being fixedly connected to the upper and lower ends of the shock absorbing assembly (5) respectively.

2. The double-sided composite shear wall structure according to claim 1, characterized in that: The shock absorbing assembly (5) comprises a shock absorbing box (54) arranged above the fixed block (4); the shock absorbing box (54) is hollow and has an opening at the upper end; a cover plate (51) for closing the opening is arranged at the opening position of the shock absorbing box (54); a first positioning hole (511) for the first steel bar frame (31) to pass through is opened on the cover plate (51); two sets of mounting platforms (52) are arranged on the inner walls of both sides of the shock absorbing box (54); a limiting rod (53) is fixedly connected between the two sets of mounting platforms (52); a connecting assembly (6) is slidably connected to the outer wall of the limiting rod (53); a positioning block (7) is arranged between the two limiting rods; a second positioning hole (71) for the first steel bar frame (31) to pass through is opened longitudinally in the middle position of the positioning block; and the connecting assembly is connected to the positioning block.

3. The double-sided composite shear wall structure according to claim 2, characterized in that: The connecting assembly (6) comprises a connecting block (61) with a sliding sleeve disposed on the limiting rod, an extension block (62) being fixedly connected to one side of the connecting block (61), a connecting rod (63) being fixedly connected to the side of the extension block (62) opposite to the connecting block (61), and the other end of the connecting rod (63) being connected to the positioning block (7).

4. The double-sided composite shear wall structure according to claim 3 is characterized in that: The two side edges of the positioning block (7) are respectively fixedly connected to a connecting shaft (8), and the connecting rod (63) is sleeved on the connecting shaft (8) and is slidably connected to the connecting shaft (8).

5. The double-sided composite shear wall structure according to claim 1, characterized in that: The first steel bar frames (31) are provided in two pieces, the second steel bar frames (32) are provided in four pieces, and the first steel bar frames (31) and the second steel bar frames (32) are fixedly connected in a hexagonal shape via connecting steel bars (34).

6. The double-sided composite shear wall structure according to claim 5, characterized in that: A support frame (33) is fixedly connected to one side of the second steel reinforcement frame (32), one end of the support frame (33) is fixedly connected to one side of the second steel reinforcement frame (32), and the other end of the support frame (33) is fixedly connected to the steel bars in the first shear wall panel (1) and the second shear wall panel (2), respectively.

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