CN220550715U - Assembled antidetonation shear force wall structure - Google Patents
Assembled antidetonation shear force wall structure Download PDFInfo
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- CN220550715U CN220550715U CN202322005791.4U CN202322005791U CN220550715U CN 220550715 U CN220550715 U CN 220550715U CN 202322005791 U CN202322005791 U CN 202322005791U CN 220550715 U CN220550715 U CN 220550715U
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- wall body
- shear force
- shear wall
- connecting plate
- force wall
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- 238000013016 damping Methods 0.000 claims abstract description 43
- 230000035939 shock Effects 0.000 claims abstract description 23
- 239000006096 absorbing agent Substances 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model belongs to the technical field of house construction, the utility model discloses an assembled antidetonation shear force wall structure, this application includes shear force wall body and floor, install upper junction plate and lower junction plate on the both sides wall of shear force wall body respectively, can cushion the shock attenuation to the shear force wall body through damping spring shock absorber, and damping spring shock absorber can be convenient change, through damping spring shock absorber to shear force wall body shock attenuation and damping spring shock absorber can also convenient and fast change, guarantee that damping spring shock absorber can remain good shock attenuation effect to the shear force wall body all the time, thereby improve the anti-seismic performance of shear force wall body, if the shear force wall body takes place the slope, L template once will contact with pressure sensor, when pressure sensor detects pressure, the tilting volume that the instruction shear force wall body has been too big, then take place the police through buzzing alarm, the personnel in the warning room in time withdraw, lead to the casualties after preventing that follow-up house from collapsing.
Description
Technical Field
The utility model relates to the technical field of house construction, in particular to an assembled anti-seismic shear wall structure.
Background
The shear wall is also called wind-resistant wall or anti-seismic wall, structural wall, wall body of horizontal load and vertical load mainly bearing wind load or earthquake effect in house or structure, prevent the structural shear damage, it divides plane shear wall and cylinder shear wall, the plane shear wall is used in reinforced concrete frame construction, rising board structure, flat slab system, in order to increase rigidity, intensity and collapse-resistant ability of the structure, can cast-in-place or prefabricate and assemble the reinforced concrete shear wall in some positions, wherein assemble the integral shear wall structure is the most applied, fastest developing structural system in the assembled residential building of China in recent years, its characteristic is that all or some shear walls adopt prefabrication, the floor adopts the superimposed sheet, the vertical steel bar of the shear wall adopts the sleeve grouting to connect, the edge member adopts the cast-in-place concrete connection mode.
However, the conventional fabricated shear wall has poor earthquake-resistant effect, and when the shear wall is inclined, the house may collapse, and if a user does not pay attention, the user cannot find that the shear wall is inclined, and when the house collapses, the user is damaged.
Disclosure of Invention
In order to solve the problems, the utility model provides an assembled anti-seismic shear wall structure.
The technical aim of the utility model is realized by the following technical scheme: the utility model provides an assembled antidetonation shear force wall structure, includes shear force wall body and floor, install upper junction plate and lower connecting plate on the both sides wall of shear force wall body respectively, the shear force wall body passes through respectively the upper junction plate with the lower junction plate with the floor is connected, the lower junction plate with be connected with the support column on the upper junction plate respectively, be connected with regulation base and lock nut on the surface screw of support column respectively, be provided with damping spring shock absorber on the regulation base, just regulation base pass through the fixed screw with damping spring shock absorber is connected.
Through adopting above-mentioned technical scheme, can effectually carry out the shock attenuation to the shear force wall body.
Further, install L template one on the upper junction plate, install L template two on the lower junction plate, sliding joint has the guide post on the L template two respectively, connecting bottom plate is installed to the one end of guide post, install pressure sensor on connecting bottom plate's the top outer wall.
By adopting the technical scheme, when the inclination amount of the shear wall body is large, the inclination of the shear wall body can be detected.
Further, a buffer spring is arranged on the side wall of the guide post.
By adopting the technical scheme, the pressure sensor can not detect pressure when the inclination amount of the shear wall body is not large.
Further, a buzzer alarm is arranged on one side wall of the shear wall body, and the buzzer alarm is electrically connected with the pressure sensor.
By adopting the technical scheme, the alarm type indoor personnel can be sent out to evacuate in time.
Furthermore, connecting screws are respectively embedded in the shear wall body, and the connecting screws are connected with reinforcing plates through fixing nuts.
By adopting the technical scheme, the transverse tensile strength of the shear wall body can be improved.
Further, triangular bases are respectively arranged on the shear wall body and are respectively connected with the upper connecting plate and the lower connecting plate.
By adopting the technical scheme, the supporting strength between the upper connecting plate, the lower connecting plate and the shear wall body can be improved.
Further, the upper connecting plate, the lower connecting plate and the triangular base are all connected with the shear wall body through steel bars and cement is poured.
By adopting the technical scheme, the upper connecting plate, the lower connecting plate, the triangular base and the shear wall can be stably connected.
Further, a protection plate is arranged on one side wall of the upper connecting plate.
Through adopting above-mentioned technical scheme, can shelter from the shock-absorbing structure on this structure, improve the pleasing to the eye degree of this shear force wall structure.
In summary, the utility model has the following beneficial effects:
1. in the application, the damping spring damper can be used for buffering and damping the shear wall body, and can be conveniently replaced, the damping spring damper can be used for damping the shear wall body, and can be conveniently and rapidly replaced, so that the damping spring damper can always keep a good damping effect on the shear wall body, and the anti-seismic performance of the shear wall body is improved;
2. in this application, if the shear force wall body takes place when inclining, L template one will contact with pressure sensor, when pressure sensor detected pressure, the slope volume that illustrates the shear force wall body had been too big, then through buzzing alarm emergence alarm, the indoor personnel of reminding in time withdraw, prevent to lead to casualties after follow-up house collapses.
Drawings
FIG. 1 is a schematic overall structure of an embodiment of the present utility model;
FIG. 2 is a schematic view of a guard plate structure according to an embodiment of the present utility model;
FIG. 3 is an enlarged schematic view at A of an embodiment of the present utility model;
fig. 4 is an enlarged schematic view at B of an embodiment of the present utility model.
In the figure: 1. a shear wall; 2. an upper connecting plate; 3. a lower connecting plate; 4. a floor slab; 5. a support column; 6. adjusting the base; 7. damping spring shock absorber; 8. a lock nut; 9. an L-shaped plate I; 10. an L-shaped plate II; 11. a guide post; 12. a connecting bottom plate; 13. a pressure sensor; 14. a buffer spring; 15. a buzzer alarm; 16. a connecting screw; 17. a reinforcing plate; 18. a triangular base; 19. and (5) protecting the plate.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application; it is apparent that the described embodiments are only a part of the embodiments of the present application, not all of the embodiments, and all other embodiments obtained by a person having ordinary skill in the art without making creative efforts based on the embodiments in the present application are within the scope of protection of the present application.
As shown in fig. 1-4, the embodiment of the application discloses an assembled anti-seismic shear wall structure, which comprises a shear wall body 1 and a floor slab 4, wherein an upper connecting plate 2 and a lower connecting plate 3 are respectively arranged on two side walls of the shear wall body 1, the shear wall body 1 is respectively connected with the lower connecting plate 3 and the floor slab 4 through the upper connecting plate 2, sleeve grouting connection is adopted between the upper connecting plate 2 and the lower connecting plate 3 and the floor slab 4, support columns 5 are respectively connected on the lower connecting plate 3 and the upper connecting plate 2, adjusting bases 6 and locking nuts 8 are respectively connected on the outer surface screws of the support columns 5, damping spring shock absorbers 7 are arranged on the adjusting bases 6, the adjusting bases 6 are connected with the damping spring shock absorbers 7 through fixing screws, when the shear wall body 1 shakes, the support columns 5 drive the damping spring shock absorbers 7 to compress, the damping spring damper 7 can be used for damping the shear wall 1, is beneficial to reducing the shaking amount of the shear wall 1, prevents the shear wall 1 from shaking repeatedly to reduce the service life of the shear wall 1, and when the damping spring damper 7 needs to be replaced, the adjusting base 6 and the locking nut 8 are respectively rotated by loosening the fixing screw on the adjusting base 6, so that the adjusting base 6 leaves the damping spring damper 7, then the damping spring damper 7 can be taken down, a new damping spring damper 7 is placed between the two adjusting bases 6, then the adjusting base 6 is screwed, the two adjusting bases 6 clamp the damping spring damper 7, the adjusting base 6 and the damping spring damper 7 are fixed by the fixing screw, the damping spring damper 7 damps the shear wall 1, and meanwhile, the damping spring damper 7 can be conveniently replaced, the damping spring shock absorber 7 can always keep a good shock absorption effect on the shear wall 1, and is beneficial to improving the shock resistance of the shear wall 1.
The upper connecting plate 2 is provided with the L-shaped plate I9, the lower connecting plate 3 is provided with the L-shaped plate II 10, the L-shaped plate II 10 is respectively connected with the guide post 11 in a sliding manner, one end of the guide post 11 is provided with the connecting bottom plate 12, the outer wall of the top of the connecting bottom plate 12 is provided with the pressure sensor 13, the side wall of the guide post 11 is provided with the buffer spring 14, one side wall of the shear wall body 1 is provided with the buzzer alarm 15, the buzzer alarm 15 is electrically connected with the pressure sensor 13, when the shear wall body 1 inclines, the L-shaped plate I9 is in contact with the pressure sensor 13, when the pressure sensor 13 detects pressure, the inclination amount of the shear wall body 1 is larger, the pressure sensor 13 transmits signals to the buzzer alarm 15, the buzzer alarm 15 generates an alarm, people in a room are reminded to withdraw in time, the subsequent house is prevented from causing casualties, and the buzzer alarm 15 is prevented from being mistakenly reported by the buffer spring 14, when the inclination amount of the shear wall body 1 is smaller.
The method is characterized in that: connecting screws 16 are respectively embedded in the shear wall body 1, the connecting screws 16 are connected with reinforcing plates 17 through fixing nuts, and the transverse tensile strength of the shear wall body 1 is improved through the reinforcing plates 17.
The method is characterized in that: the shear wall body 1 is respectively provided with a triangular base 18, the triangular bases 18 are respectively connected with the upper connecting plate 2 and the lower connecting plate 3, and the supporting strength between the upper connecting plate 2 and the lower connecting plate 3 and the shear wall body 1 is improved through the triangular bases 18.
The method is characterized in that: the upper connecting plate 2, the lower connecting plate 3 and the triangular base 18 are connected with the shear wall body 1 through steel bars and cement is poured, and the upper connecting plate 2, the lower connecting plate 3 and the triangular base 18 are connected with the shear wall body 1 through steel bars and cement, so that the upper connecting plate 2, the lower connecting plate 3 and the triangular base 18 can be stably connected with the shear wall body 1. A protection plate 19 is arranged on one side wall of the upper connecting plate 2, and the protection plate 19 can shield the internal damping structure to improve the attractiveness of the shear wall structure.
The application principle of the assembled anti-seismic shear wall structure in the embodiment is as follows: when the shear wall body 1 slightly shakes, the support column 5 drives the damping spring damper 7 to compress, can carry out the shock attenuation to the shear wall body 1 through the damping spring damper 7, thereby can alleviate the vibration volume of the shear wall body 1, prevent that the shear wall body 1 from rocking repeatedly, lead to the life-span of the shear wall body 1 to reduce, if need change damping spring damper 7, through loosening the fixed screw on adjusting the base 6, then rotate adjusting base 6 and lock nut 8 respectively, make adjusting base 6 no longer contact with damping spring damper 7, then alright take down damping spring damper 7, again with new damping spring damper 7 between putting two adjusting bases 6, then twist adjusting base 6, make it support damping spring damper 7, then will adjust base 6 and damping spring damper 7 with the fixed screw and be connected, through damping spring damper 7 to the shock attenuation of shear wall body 1 and damping spring damper 7 can also convenient and fast change, guarantee that damping spring damper 7 can remain good shock attenuation effect throughout, thereby improve the anti-vibration performance of shear wall body 1, when the wall body 1 takes place the slope, L9 will carry out with damping spring damper 7 and detect the house pressure sensor 13 when the pressure sensor is moved out, the warning device is out, the alarm device is passed through the warning device is moved to the house and the alarm device is lost, the alarm device is prevented from the people from losing the house when the pressure sensor is inclined, the alarm device is out when the house is moved down, the alarm device is out by the house pressure sensor is 13 and the alarm device is moved and the people is down.
The above description is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to the present utility model may occur to one skilled in the art without departing from the principles of the present utility model and are intended to be within the scope of the present utility model.
Claims (8)
1. The utility model provides an assembled antidetonation shear force wall structure, includes shear force wall body (1) and floor (4), characterized by: install upper junction plate (2) and lower connecting plate (3) on the both sides wall of shear force wall body (1) respectively, shear force wall body (1) pass through respectively upper junction plate (2) with lower connecting plate (3) with floor (4) are connected, lower connecting plate (3) with be connected with support column (5) on upper junction plate (2) respectively, be connected with on the surface screw of support column (5) respectively and adjust base (6) and lock nut (8), be provided with damping spring shock absorber (7) on adjusting base (6), just adjusting base (6) pass through the fixed screw with damping spring shock absorber (7) are connected.
2. The fabricated anti-seismic shear wall structure of claim 1, wherein: install L template one (9) on upper connecting plate (2), install L template two (10) on lower connecting plate (3), slip joint has guide post (11) on L template two (10) respectively, connect bottom plate (12) are installed to one end of guide post (11), install pressure sensor (13) on the top outer wall of connect bottom plate (12).
3. The fabricated anti-seismic shear wall structure of claim 2, wherein: and a buffer spring (14) is arranged on the side wall of the guide column (11).
4. The fabricated anti-seismic shear wall structure of claim 2, wherein: a buzzer alarm (15) is arranged on one side wall of the shear wall body (1), and the buzzer alarm (15) is electrically connected with the pressure sensor (13).
5. The fabricated anti-seismic shear wall structure of claim 1, wherein: connecting screws (16) are respectively embedded in the shear wall body (1), and the connecting screws (16) are connected with a reinforcing plate (17) through fixing nuts.
6. The fabricated anti-seismic shear wall structure of claim 1, wherein: the shear wall body (1) is respectively provided with a triangular base (18), and the triangular bases (18) are respectively connected with the upper connecting plate (2) and the lower connecting plate (3).
7. The fabricated anti-seismic shear wall structure of claim 6, wherein: the upper connecting plate (2), the lower connecting plate (3) and the triangular base (18) are connected with the shear wall (1) through steel bars and cement is poured.
8. The fabricated anti-seismic shear wall structure of claim 1, wherein: a protection plate (19) is arranged on one side wall of the upper connecting plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322005791.4U CN220550715U (en) | 2023-07-28 | 2023-07-28 | Assembled antidetonation shear force wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322005791.4U CN220550715U (en) | 2023-07-28 | 2023-07-28 | Assembled antidetonation shear force wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220550715U true CN220550715U (en) | 2024-03-01 |
Family
ID=90006663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322005791.4U Active CN220550715U (en) | 2023-07-28 | 2023-07-28 | Assembled antidetonation shear force wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220550715U (en) |
-
2023
- 2023-07-28 CN CN202322005791.4U patent/CN220550715U/en active Active
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