Damper for frame shear wall

By introducing connection and support mechanisms into the dampers of frame shear walls, and utilizing damping telescopic rods and springs to absorb energy, combined with the support structure of threaded columns and threaded sleeves, the problem of unstable installation of traditional dampers in frame shear walls is solved, achieving more efficient energy absorption and structural stability, and improving seismic performance and safety.

CN223793731UActive Publication Date: 2026-01-13SHANXI URBAN AGGLOMERATION INVESTMENT & CONSTR GRP CO LTD
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202520089944.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-15
Publication Date
2026-01-13
Estimated Expiration
2035-01-15

AI Technical Summary

Technical Problem

Existing dampers lack support mechanisms for irregular walls in frame-shear wall structures, resulting in unstable installation and an inability to effectively absorb and dissipate energy caused by earthquakes and wind loads, thus affecting the safety and seismic performance of the building.

Method used

A damper for frame shear walls was designed. By setting a connecting mechanism and a support mechanism between the lower and upper supports, energy is absorbed by the cooperation of the damping telescopic rod and the spring. Combined with the support structure of threaded column, threaded sleeve and locking nut, a stable installation is ensured, and the overall combined strength and seismic performance are improved.

Benefits of technology

It improves the damping efficiency of the damper and the stability of the structure, enhances the shear resistance and seismic performance of the frame shear wall, ensures stable operation under earthquake and wind load conditions, and improves the safety of the building and the overall structure.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223793731U_ABST
    Figure CN223793731U_ABST
Patent Text Reader

Abstract

The utility model discloses a damper for a frame shear wall, which relates to the technical field of dampers and comprises a lower support, the top of the lower support is provided with a connecting mechanism, the top end of the connecting mechanism is connected with an upper support, and the top of the upper support and the bottom of the lower support are respectively provided with a plurality of supporting mechanisms. According to the damper, the spring of the connecting mechanism between the lower support and the upper support is matched with the damping telescopic rod, so that damping and energy absorption are facilitated, the damping efficiency of the damper is improved, and a shear wall can be better protected; through the combination of a threaded column, a threaded sleeve and a locking nut in the supporting mechanism, stable arrangement of the structure is facilitated, the combination strength of the whole damping device is improved, then the long-term stable operation effect can be achieved, and finally the problem that a traditional damper is unstable in installation under the conditions of earthquakes, wind loads and the like is solved; and the safety and the anti-seismic effect of the building structure are improved.
Need to check novelty before this filing date? Find Prior Art

Description

TECHNICAL FIELD

[0001] The utility model relates to damper technical field especially relates to a damper for frame shear wall. BACKGROUND

[0002] In modern high-rise building and complex structure engineering, frame shear wall structure as an effective lateral force resisting member is widely used in promoting the overall stability and seismic performance of building, the structure combines the flexibility of frame and the rigidity of shear wall, however along with the increasing of building height, building can produce larger displacement and vibration when being subjected to wind load or earthquake and the like horizontal load, this not only constitutes the threat to building itself, also can influence the safety of structure internal facilities and personnel, the existing damper as a kind of energy dissipation device, by introducing damping effect in structure, can effectively absorb and dissipate the energy applied on structure, but due to the lack of support mechanism for irregular wall, lead to the problems such as unstable installation of traditional damper under the circumstances of earthquake and wind load, a damper for frame shear wall is specifically put forward, therefore, the above problems need to be improved and handled. SUMMARY

[0003] The utility model provides a damper for frame shear wall to solve the shortcoming of prior art.

[0004] In order to achieve the above object, the utility model adopts the following technical scheme: a damper for frame shear wall, including lower support, the top of lower support is equipped with connecting mechanism, the top of connecting mechanism is connected with upper support, and the top of upper support and the bottom of lower support are equipped with support mechanism;Connecting mechanism includes first connecting block movably installed in the notch in the top of lower support, damping telescopic rod fixedly connected to the outer end of first connecting block and spring sleeved on the connecting end of damping telescopic rod, the telescopic end of damping telescopic rod is fixedly connected with second connecting block, and second connecting block is movably hinged in the notch in the bottom of upper support.

[0005] Preferably, the outer end of the first connecting block is disc-shaped, and the connecting end of the damping telescopic rod is sleeved with a limiting ring for abutting the spring.

[0006] Preferably, the support mechanism includes a plurality of threaded columns fixedly installed at the bottom of the lower support and the top of the upper support, a threaded sleeve sleeved on the outer end of the threaded column, and a locking nut sleeved on the inner end of the threaded column.

[0007] Preferably, a first threaded hole is longitudinally formed in the upper part of the front end face of the lower support, a second threaded hole is formed in the bottom of the upper support, and a plain rod bolt is arranged in the first threaded hole and the second threaded hole.

[0008] Preferably, the first connecting block is provided with a first connecting hole, the second connecting block is provided with a second connecting hole, the polished rod bolt on the lower support passes through the first connecting hole of the first connecting block and is sleeved with a limiting nut, and the polished rod bolt on the upper support passes out of the second connecting hole of the second connecting block and is sleeved with a lock nut.

[0009] Preferably, the outer end and the outer wall of the threaded sleeve are provided with anti-skid pads.

[0010] Compared with the prior art, the utility model has the beneficial effects that: in the utility model, the spring and the damping telescopic rod of the connecting mechanism between the lower support and the upper support cooperate, shock absorption and energy absorption are facilitated, the shock absorption efficiency of the damper is improved, and the shear wall can be better protected; the combination of the threaded column, the threaded sleeve and the locking nut in the supporting mechanism facilitates stable arrangement of the structure, improves the combined strength of the overall damping device, and long-term stable operation effect can be realized, finally, the problems of unstable installation of traditional dampers under the conditions of earthquakes and wind loads and the like are solved, and the safety and the seismic effect of the building structure are improved. BRIEF DESCRIPTION OF DRAWINGS

[0011] The accompanying drawings, which are included to provide a further understanding of the utility model, form a part of the application and schematically illustrate the embodiments of the utility model and the description thereof, and do not constitute improper limitations on the utility model. In the drawings:

[0012] Figure 1 It is a whole three-dimensional structure schematic view of the utility model;

[0013] Figure 2 It is a first connecting block three-dimensional structure schematic view of the utility model;

[0014] Figure 3 It is a first threaded hole three-dimensional structure schematic view of the utility model;

[0015] Figure 4 It is a threaded sleeve three-dimensional structure schematic view of the utility model.

[0016] In the drawing, serial number: 1, lower support; 2, upper support; 3, polished rod bolt; 4, damping telescopic rod; 5, spring; 6, first connecting block; 7, first connecting hole; 8, second connecting block; 9, second connecting hole; 10, first threaded hole; 11, second threaded hole; 12, threaded column; 13, locking nut; 14, threaded sleeve; 15, anti-skid pad. DETAILED DESCRIPTION

[0017] Clearly, the described embodiments are merely a part of the embodiments of the present application, rather than all the embodiments of the present application.

[0018] Embodiment: refer to Figures 1-4 The utility model discloses a damper for frame shear wall, including lower support 1 and the top of lower support 1 is equipped with connecting mechanism, the top of connecting mechanism is connected with upper support 2, and the bottom of upper support 2 and lower support 1 all are equipped with support mechanism, through setting lower support 1 and upper support 2, can form stable support structure, improve the overall strength and stability of frame shear wall, connecting mechanism includes the first connecting block 6 of movable installation in the top slot of lower support 1, the damping telescopic rod 4 of fixed connection in the outer end of first connecting block 6 and the spring 5 of sleeve connection in the connecting end of damping telescopic rod 4, and the second connecting block 8 of telescopic end fixed connection of damping telescopic rod 4, second connecting block 8 movable hinged in the slot of the bottom of upper support 2, through the design of movable connection, make damping telescopic rod 4 can effectively absorb and buffer external load, reduce the power of transmission to structure, effectively improve the anti -seismic performance, and the outer end of first connecting block 6 is disc -shaped, and the connecting end of damping telescopic rod 4 is sleeved with the limiting ring for spring 5 abutment, through the setting of limiting ring, can prevent spring 5 excessive compression, to ensure the stability and reliability of damping function.

[0019] In the utility model, support mechanism includes the multiple threaded columns 12 of fixed mounting in the bottom of lower support 1 with the top of upper support 2, the threaded sleeve 14 of sleeve connection in the outer end of threaded column 12 and the locking nut 13 of locking in the inner end of threaded column 12, through the fixed support structure, can improve the overall carrying capacity of damper, strengthen the shear capacity of frame shear wall, provide better structural safety, and the upper portion of the front end face of lower support 1 is longitudinally provided with first threaded hole 10, and the bottom of upper support 2 is provided with second threaded hole 11, and the inside of first threaded hole 10 and second threaded hole 11 are all provided with light rod bolt 3, through setting threaded hole, can realize the stable connection of light rod bolt 3, ensure the firmness of overall structure, and first connecting hole 7 is set up on first connecting block 6, and second connecting hole 9 is set up on second connecting block 8, and the light rod bolt 3 on lower support 1 passes through first connecting hole 7 in first connecting block 6 and is sleeved with limiting nut, and the light rod bolt 3 on upper support 2 passes out from second connecting hole 9 in second connecting block 8 and is sleeved with locknut, through the setting of connecting hole and limiting nut, can effectively prevent the loosening of connecting place, improve the operation stability of damper, and the outer end and outer wall of threaded sleeve 14 are all equipped with antiskid pad 15, through the antiskid design, can increase the friction of threaded sleeve 14 and connecting part, prevent the sliding of threaded connection under the stress, improve the safety of structure.

[0020] Working Principle: When using this utility model, the damper is first transported to the installation position, and all components are checked for loosening or damage during transportation. Based on the design requirements and actual dimensions of the frame shear wall, the installation position of the damper is determined. The lower support 1 is placed in the predetermined lower installation position. By rotating the threaded sleeve 14, its position on the threaded post 12 is adjusted so that the lower support 1 reaches a suitable height. Then, the locking nut 13 is tightened to fix the lower support 1. Next, the upper support 2 is connected using a connecting mechanism. The first connecting block 6 and the second connecting block 8 are connected by passing the smooth bolt 3 through the first connecting hole 7 and the second connecting hole 9. The smooth bolt 3 is tightened to ensure a tight connection between the connecting blocks, completing the assembly of the connecting mechanism and further enhancing the connection strength between the upper and lower supports. When the frame shear wall is subjected to external force, the force is transmitted to the damper through the upper and lower supports. The spring 5 in the connecting mechanism first undergoes elastic deformation, absorbing some energy and mitigating the impact of the external force on the structure. Simultaneously, the damping telescopic rod 4... It can further consume energy and buffer external forces, thereby reducing the vibration amplitude of the structure. During the vibration process, the threaded sleeve 14 of the support mechanism remains stable under the action of the anti-slip pad 15 and will not be displaced due to vibration, ensuring that the damper is always in the correct working position and ensuring the stability of the entire structure.

[0021] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. Damper for frame shear walls comprising a lower support (1), characterized in that: The top of the lower support (1) is provided with a connecting mechanism, the top end of the connecting mechanism is connected with an upper support (2), and the top of the upper support (2) and the bottom of the lower support (1) are both provided with a supporting mechanism. The connecting mechanism comprises a first connecting block (6) movably mounted in a notch in the top of the lower support (1), a damping telescopic rod (4) fixed to the outer end of the first connecting block (6) and a spring (5) sleeved on the connecting end of the damping telescopic rod (4), the telescopic end of the damping telescopic rod (4) is fixedly connected with a second connecting block (8), and the second connecting block (8) is movably hinged in a notch in the bottom of the upper support (2).

2. A damper for a framed shear wall according to claim 1, wherein: The outer end of the first connecting block (6) is disc-shaped, and the connecting end of the damping telescopic rod (4) is sleeved with a limiting ring for abutting of the spring (5).

3. A damper for a framed shear wall according to claim 1, wherein: The supporting mechanism comprises a plurality of threaded columns (12) fixedly mounted on the bottom of the lower support (1) and the top of the upper support (2), a threaded sleeve (14) sleeved on the outer end of the threaded column (12) and a locking nut (13) sleeved on the inner end of the threaded column (12).

4. A damper for a framed shear wall according to claim 1, wherein: The upper part of the front end face of the lower support (1) is longitudinally provided with a first threaded hole (10), and the bottom of the upper support (2) is provided with a second threaded hole (11), and the first threaded hole (10) and the second threaded hole (11) are both provided with a light rod bolt (3).

5. A damper for a framed shear wall according to claim 2, wherein: The first connecting block (6) is provided with a first connecting hole (7), and the second connecting block (8) is provided with a second connecting hole (9), the light rod bolt (3) on the lower support (1) passes through the first connecting hole (7) of the first connecting block (6) and is sleeved with a limiting nut, and the light rod bolt (3) on the upper support (2) passes out of the second connecting hole (9) of the second connecting block (8) and is sleeved with a check nut.

6. A damper for a framed shear wall according to claim 3, wherein: The outer end and the outer wall of the threaded sleeve (14) are both provided with anti-skid pads (15).