Reinforced damping combined shear wall

Abstract

The utility model discloses a reinforced damping combined shear wall which comprises a shear wall body, the shear wall body comprises a transverse shear wall and a longitudinal shear wall, and the longitudinal shear wall is integrally formed in the middle of the transverse shear wall. By designing a reinforcing connecting mechanism, reinforcing ribs can be poured in the shear wall main body through concrete, meanwhile, when a mounting ring is mounted and a reinforcing connecting plate is closed in a fixing groove, a threaded fixing rod is clamped in a through hole, and a nut is rotated at the end of the threaded fixing rod, so that the shear wall main body is fixed. And when the shear wall body is used after pouring, the contact area of the connecting position of the transverse shear wall and the longitudinal shear wall is increased, fixed installation is strengthened, and therefore the shear wall body can be used for fixing the shear wall body in the connecting position of the transverse shear wall and the longitudinal shear wall in a rotating mode. And the shear wall body is more stable when being stressed, and the fixing performance of the shear wall body on the corner is enhanced when the shear wall body is poured, formed and used.

Description

Technical Field

[0001] The utility model belongs to the technical field of shear walls, and in particular relates to a reinforced shock-absorbing combined shear wall. Background Art

[0002] Existing shear walls are also called wind-resistant walls, earthquake-resistant walls or structural walls. They are walls in houses or structures that mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquakes to prevent structural shear damage. They are also called earthquake-resistant walls. They are generally made of reinforced concrete. At the same time, when the shear wall is cast and used, it is easy to strengthen the connection, increase the contact area and strengthen the fixed installation. It is more stable when subjected to force, and improve the fixation and earthquake-resistant effect of the shear wall body at the corners when it is cast and used;

[0003] The existing shear wall is directly formed by pouring steel bars and concrete during use, and it is not convenient to increase the contact area of ​​the installation at the corners of the shear wall during use, so that it is not easy to increase the area for strengthening the installation when the concrete is poured and formed. When the corners of the shear wall are subjected to force, it is easy to cause instability, thereby affecting the problem of strengthening the fixation of the corners of the shear wall during pouring and forming. For this reason, the utility model proposes a reinforced shock-absorbing combined shear wall. Utility Model Content

[0004] The purpose of the utility model is to provide a reinforced shock-absorbing composite shear wall to solve the problem that the shear wall installation is not convenient for increasing the contact area of ​​the installation at the corners of the shear wall, which makes it difficult to increase the area for strengthening the installation and use of concrete after casting and forming, and when the corners of the shear wall are subjected to force, it is easy to cause instability, thereby affecting the problem of strengthening the fixation of the corners of the shear wall when it is cast and formed.

[0005] To achieve the above object, the utility model provides the following technical solutions: a reinforced shock-absorbing composite shear wall, comprising a shear wall body, wherein the shear wall body comprises a transverse shear wall and a longitudinal shear wall, wherein the longitudinal shear wall is integrally formed at the middle position of the transverse shear wall, and the shear wall body is further provided with:

[0006] A strengthening connection mechanism, and the strengthening connection mechanism includes a strengthening connection component, a sleeve installation component and a rotation fixing component, wherein the strengthening connection component is arranged at the connecting corner between the transverse shear wall and the longitudinal shear wall, the sleeve installation component is arranged inside the transverse shear wall and the longitudinal shear wall, and the rotation fixing component is arranged at the end of the sleeve installation component;

[0007] A buffering and shock absorbing mechanism, which includes a fixed installation component, a force-bearing connection component and a buffering component. The fixed installation component is arranged at the inner middle position of the transverse shear wall, the force-bearing connection component is arranged on the surface of the installation component, and the buffering component is arranged at the connection between the inner surface of the force-bearing connection component and the inner surface of the installation component.

[0008] Preferably, the reinforced connection assembly includes a fixing groove opened at the connection between the transverse shear wall and the longitudinal shear wall on both sides, and a reinforced connection plate is arranged inside the fixing groove.

[0009] Preferably, the reinforcing connecting plate is consistent with the internal structure of the fixing groove, and the two reinforcing connecting plates are symmetrically arranged.

[0010] Preferably, the sleeve-fitting installation component includes a connecting groove opened on the inner side of the fixing groove and located inside the transverse shear wall and the longitudinal shear wall, the interior of the connecting groove is fixed with reinforcing ribs by pouring concrete, and the outer surface of the reinforcing ribs is sleeve-fitted with a mounting ring.

[0011] Preferably, the rotating fixing assembly includes two threaded fixing rods welded to the ends of the mounting ring, a through hole is opened inside the reinforcing connecting plate, the threaded fixing rod passes through the through hole, and the ends of the threaded fixing rods are rotatably connected to two nuts.

[0012] Preferably, the fixed installation assembly includes a mounting groove opened inside the transverse shear wall, and the inner surface of the mounting groove is fixedly installed with a connected hollow panel wall by bolts.

[0013] Preferably, the force-bearing connection component includes a force-bearing buffer plate which is limitatively connected to the surface of the hollow board wall, and the surface of the force-bearing buffer plate is in contact with the inner surface of the installation groove.

[0014] Preferably, the buffer assembly includes a base plate integrally formed on the inner surface of the hollow panel wall, two shock-absorbing buffer springs are welded and fixed at the connection between the middle position of the base plate and the inner surface of the force-bearing buffer plate, two sliding rods are welded and fixed at both ends of the base plate, the outer surface of the sliding rod is slidably connected with a slider, and a support rod is installed at the connection between the end of the slider and the lower surface of the force-bearing buffer plate through a connecting pin.

[0015] Compared with the prior art, the beneficial effects of the utility model are:

[0016] By designing a reinforced connection mechanism, the reinforcing ribs can be poured into the interior of the shear wall body through concrete, and the mounting ring is installed at the same time. When the reinforced connection plate is closed inside the fixing groove, the threaded fixing rod is clamped inside the through hole, and the nut is rotated at the end of the threaded fixing rod until the threaded fixing rod and the mounting ring are pulled to rotate and fix the reinforced connection plate inside the fixing groove, and the fixing groove is fixedly installed at the connection between the horizontal shear wall and the vertical shear wall. When the shear wall body is used after casting, the contact area at the connection between the horizontal shear wall and the vertical shear wall is increased to strengthen the fixed installation, and it is more stable when subjected to force, thereby improving the fixation of the shear wall body at the corner when it is cast and formed. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the structure of the utility model;

[0018] Figure 2 For this utility model Figure 1 The enlarged structural diagram of part A in the middle;

[0019] Figure 3 It is a partial cross-sectional structural schematic diagram of the transverse shear wall and the longitudinal shear wall of the utility model;

[0020] Figure 4 For this utility model Figure 3 The enlarged structural diagram of part B in the middle;

[0021] Figure 5 It is a schematic diagram of a partial cross-sectional structure of a connected hollow plate wall, a transverse shear wall and a longitudinal shear wall of the utility model;

[0022] Figure 6 For this utility model Figure 5 The enlarged structural diagram of the middle C part;

[0023] In the figure: 100, shear wall body; 101, transverse shear wall; 1011, connecting hollow plate wall; 1012, mounting groove; 1013, force buffer plate; 1014, support rod; 1015, slide rod; 1016, slider; 1017, bottom plate; 1018, shock-absorbing buffer spring; 102, longitudinal shear wall; 1021, fixing groove; 1022, reinforcing connecting plate; 1023, threaded fixing rod; 1024, nut; 1025, through hole; 1026, connecting groove; 1027, reinforcing rib; 1028, mounting ring. DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0025] See also Figures 1 to 6 The utility model provides a technical solution: a reinforced shock-absorbing combined shear wall, including a shear wall body 100, the shear wall body 100 includes a transverse shear wall 101 and a longitudinal shear wall 102, the longitudinal shear wall 102 is integrally formed at the middle position of the transverse shear wall 101, and a reinforced connection mechanism is also arranged on the shear wall body 100, and the reinforced connection mechanism includes a reinforced connection component, a sleeve installation component and a rotation fixing component, the reinforced connection component is arranged at the connecting corner between the transverse shear wall 101 and the longitudinal shear wall 102, the sleeve installation component is arranged inside the transverse shear wall 101 and the longitudinal shear wall 102, and the rotation fixing component is arranged at the end of the sleeve installation component, after the transverse shear wall 101 and the longitudinal shear wall 102 are cast and formed, the reinforcing connection mechanism can be used to strengthen and fix the connecting corner between the transverse shear wall 101 and the longitudinal shear wall 102 again, so that it is more stable when subjected to force, and the shear wall body 100 is strengthened and fixed to the corner when cast and used.

[0026] In order to facilitate the strengthening and fixing of the connecting corners between the transverse shear wall 101 and the longitudinal shear wall 102 by strengthening the connecting components, and to facilitate strengthening and fixing for use, in this embodiment, preferably, the strengthening connection components include a fixing groove 1021 opened at the connection between the transverse shear wall 101 and the longitudinal shear wall 102 on both sides, so that the strengthening connection plate 1022 can be installed by the fixing groove 1021, and it is convenient to install and use. The interior of the fixing groove 1021 is provided with a strengthening connection plate 1022, and the strengthening connection plate 1022 is consistent with the internal structure of the fixing groove 1021, and the two strengthening connection plates 1022 are symmetrically arranged. After the strengthening connection plate 1022 is fixedly installed on the inner surface of the fixing groove 1021, the connecting corners between the transverse shear wall 101 and the longitudinal shear wall 102 are reinforced, and it is easy to strengthen and fix the installation.

[0027] In order to facilitate casting and installation of the mounting ring 1028 through the sleeve-fitting installation component, in the present embodiment, preferably, the sleeve-fitting installation component includes a connecting groove 1026 which is opened on the inner side of the fixing groove 1021 and is located inside the transverse shear wall 101 and the longitudinal shear wall 102, and the interior of the connecting groove 1026 is fixed with a reinforcing rib 1027 by pouring concrete, and the outer surface of the reinforcing rib 1027 is sleeve-fitted with the mounting ring 1028. The mounting ring 1028 can be sleeved on the outer surface of the reinforcing rib 1027, and after the reinforcing rib 1027 is cast inside the shear wall body 100, the mounting ring 1028 is installed inside the connecting groove 1026, which is convenient for installation and use.

[0028] In order to facilitate the reinforcement and installation of the reinforcing connecting plate 1022 after closing through the rotating fixing assembly, in the present embodiment, preferably, the rotating fixing assembly includes two threaded fixing rods 1023 welded and fixed at the end of the mounting ring 1028, and a through hole 1025 is opened inside the reinforcing connecting plate 1022, and the threaded fixing rod 1023 passes through the inside of the through hole 1025, and the end of the threaded fixing rod 1023 is rotatably connected to two nuts 1024, and when the reinforcing connecting plate 1022 is closed and installed, the threaded fixing rod 1023 is passed through the inside of the through hole 1025, and the nut 1024 is rotated again to press the threaded fixing rod 1023 to install it, so that the reinforcing connecting plate 1022 is reinforced and installed.

[0029] A buffering and shock absorbing mechanism comprises a fixed installation component, a force-bearing connection component and a buffering component. The fixed installation component is arranged at the inner middle position of the transverse shear wall 101, the force-bearing connection component is arranged on the surface of the installation component, and the buffering component is arranged at the connection between the inner surface of the force-bearing connection component and the inner surface of the installation component. When the shear wall body 100 is cast and used, when the surface of the transverse shear wall 101 is impacted, the buffering and shock absorbing mechanism buffers the impact force on the surface of the transverse shear wall 101, so that the shear wall body 100 has strong shockproof ability, prevents the shear wall body 100 from cracking due to excessive vibration, improves the shock absorbing effect of the shear wall body 100 after casting, and provides safe and stable support.

[0030] In order to facilitate the fixed installation and buffering of the connected hollow panel wall 1011 and the stress buffer plate 1013 through the fixed installation component, in the present embodiment, preferably, the fixed installation component includes a mounting groove 1012 opened inside the transverse shear wall 101, and the inner surface of the mounting groove 1012 is fixedly installed with the connected hollow panel wall 1011 by bolts. In order to facilitate the buffering of the impact force on the surface of the transverse shear wall 101 through the stress connection component, the stress connection component includes a stress buffer plate 1013 which is limitedly connected to the surface of the connected hollow panel wall 1011, and the surface of the stress buffer plate 1013 contacts the inner surface of the installation groove 1012, so that the stress buffer plate 1013 can be buffered when the surface of the transverse shear wall 101 and the connected hollow panel wall 1011 are subjected to stress impact, which is convenient for buffering the impact force and easy for shockproofing.

[0031] In order to facilitate elastic buffering of the force buffer plate 1013 by the buffer component and provide buffering protection when it is impacted, in this embodiment, preferably, the buffer component includes a bottom plate 1017 integrally formed on the inner surface of the hollow plate wall 1011, and two shock-absorbing buffer springs 1018 are welded and fixed at the connection between the middle position of the bottom plate 1017 and the inner surface of the force buffer plate 1013. When the surface of the force buffer plate 1013 is impacted, the shock-absorbing buffer springs 1018 buffer the force buffer plate 1013, so that it is convenient to resist the impact force when it is stressed, so that the shear The shear wall body 100 has strong shock resistance to prevent cracking of the shear wall body 100 due to excessive vibration. Two sliding rods 1015 are welded and fixed at both ends of the bottom plate 1017. The outer surface of the sliding rod 1015 is slidably connected with a slider 1016. The end of the slider 1016 is connected to the lower surface of the force buffer plate 1013 through a connecting pin to install a support rod 1014. When the shock-absorbing buffer spring 1018 is buffering, the slider 1016 can be driven to slide on the outer surface of the sliding rod 1015 and provide buffering support to the support rod 1014, which is easy and stable for buffering operation.

[0032] Working principle and use process of the utility model: When the reinforced shock-absorbing combined shear wall 101 and the longitudinal shear wall 102 are cast and formed, the mounting ring 1028 is fitted on the outer surface of the reinforcing rib 1027, and the reinforcing rib 1027 is cast inside the shear wall body 100 through concrete inside the connecting groove 1026, and the mounting ring 1028 is installed, and then the reinforcing connecting plate 1022 is closed inside the fixing groove 1021, and the threaded fixing rod 1023 is clamped inside the through hole 1025, and the end of the threaded fixing rod 1023 is rotated The nut 1024 is pulled until the threaded fixing rod 1023 and the mounting ring 1028 are pulled to rotate and fix the reinforcing connecting plate 1022 inside the fixing groove 1021, and the fixing groove 1021 is fixedly installed at the connection between the transverse shear wall 101 and the longitudinal shear wall 102, so as to strengthen the fixing installation at the corner position. Therefore, when the shear wall body 100 is used after casting, the contact area at the connection between the transverse shear wall 101 and the longitudinal shear wall 102 is increased to strengthen the fixing installation, and it is more stable when subjected to force, thereby improving the fixation of the shear wall body 100 at the corner when it is cast and used;

[0033] Then, when the shear wall body 100 is strengthened and fixed for use after being cast and formed, and when the surface of the transverse shear wall 101 is impacted by external force, the surface of the transverse shear wall 101 is subjected to force and hits the surface of the force buffer plate 1013. When the force buffer plate 1013 is subjected to force, the shock-absorbing buffer spring 1018 elastically buffers and at the same time drives the slider 1016 to slide on the outer surface of the slide rod 1015 to buffer and support the support rod 1014, thereby stably buffering the force buffer plate 1013 and elastically buffering the surface of the transverse shear wall 101 to resist the impact force, so that the shear wall body 100 has strong shockproof ability, prevents the shear wall body 100 from cracking due to excessive vibration, improves the shock-absorbing effect of the shear wall body 100 after casting and forms, and provides safe and stable support.

[0034] Although the embodiments of the present invention have been shown and described (see the detailed description above for details), it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A reinforced shock-absorbing composite shear wall, comprising a shear wall body (100), wherein the shear wall body (100) comprises a transverse shear wall (101) and a longitudinal shear wall (102), wherein the longitudinal shear wall (102) is integrally formed at a middle position of the transverse shear wall (101). Features: The shear wall body (100) is also provided with: A strengthening connection mechanism, wherein the strengthening connection mechanism comprises a strengthening connection component, a sleeve-fitting installation component and a rotation fixing component, wherein the strengthening connection component is arranged at a connecting corner between a transverse shear wall (101) and a longitudinal shear wall (102), the sleeve-fitting installation component is arranged inside the transverse shear wall (101) and the longitudinal shear wall (102), and the rotation fixing component is arranged at an end of the sleeve-fitting installation component; A buffering and shock absorbing mechanism, comprising a fixed installation component, a force-bearing connection component and a buffering component, wherein the fixed installation component is arranged at an inner middle position of a transverse shear wall (101), the force-bearing connection component is arranged on the surface of the installation component, and the buffering component is arranged at the connection between the inner surface of the force-bearing connection component and the inner surface of the installation component.

2. A reinforced shock-absorbing composite shear wall according to claim 1, Features: The reinforced connection assembly comprises a fixing groove (1021) provided at the connection between the transverse shear wall (101) and the longitudinal shear wall (102), and a reinforced connection plate (1022) is arranged inside the fixing groove (1021).

3. A reinforced shock-absorbing composite shear wall according to claim 2, Features: The reinforcing connecting plate (1022) matches the internal structure of the fixing groove (1021), and the two reinforcing connecting plates (1022) are symmetrically arranged.

4. A reinforced shock-absorbing composite shear wall according to claim 2, Features: The sleeve-fitting installation assembly comprises a connecting groove (1026) provided inside the fixing groove (1021) and located inside the transverse shear wall (101) and the longitudinal shear wall (102), a reinforcing rib (1027) being fixed inside the connecting groove (1026) by pouring concrete, and a mounting ring (1028) being sleeve-fitted on the outer surface of the reinforcing rib (1027).

5. A reinforced shock-absorbing composite shear wall according to claim 4, Features: The rotation fixing assembly comprises two threaded fixing rods (1023) welded to the ends of the mounting ring (1028); a through hole (1025) is provided inside the reinforcing connecting plate (1022); the threaded fixing rod (1023) passes through the inside of the through hole (1025); and the ends of the threaded fixing rod (1023) are rotationally connected to two nuts (1024).

6. A reinforced shock-absorbing composite shear wall according to claim 1, Features: The fixed installation component comprises an installation groove (1012) opened inside the transverse shear wall (101), and the inner surface of the installation groove (1012) is fixedly mounted with a connecting hollow plate wall (1011) by means of bolts.

7. A reinforced shock-absorbing composite shear wall according to claim 6, Features: The force-bearing connection assembly comprises a force-bearing buffer plate (1013) which is limit-connected to the surface of the hollow plate wall (1011), and the surface of the force-bearing buffer plate (1013) is in contact with the inner surface of the installation groove (1012).

8. A reinforced shock-absorbing composite shear wall according to claim 7, Features: The buffer assembly comprises a bottom plate (1017) integrally formed on the inner surface of the hollow plate wall (1011); two shock-absorbing buffer springs (1018) are welded and fixed at the connection between the middle position of the bottom plate (1017) and the inner surface of the force buffer plate (1013); two sliding rods (1015) are welded and fixed at both ends of the bottom plate (1017); a slider (1016) is slidably connected to the outer surface of the sliding rod (1015); and a support rod (1014) is installed at the connection between the end of the slider (1016) and the lower surface of the force buffer plate (1013) through a connecting pin.

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