CN210887652U - Building anti-seismic part - Google Patents
Building anti-seismic part Download PDFInfo
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- CN210887652U CN210887652U CN201921446867.4U CN201921446867U CN210887652U CN 210887652 U CN210887652 U CN 210887652U CN 201921446867 U CN201921446867 U CN 201921446867U CN 210887652 U CN210887652 U CN 210887652U
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- 239000006096 absorbing agent Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 3
- 230000002265 prevention Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 230000035939 shock Effects 0.000 description 5
- 230000001066 destructive effect Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building earthquake prevention, and provides a building earthquake-proof piece, which comprises a transverse damper which is uniformly arranged between a building body and a foundation pit; the transverse damper is provided with a box body which is hermetically filled with medium oil, and a support shaft penetrates through the box body; two ends of the supporting shaft are respectively connected with a supporting seat which is used for abutting against the building body and the foundation pit; a piston movably sleeved with the inner wall of the box body is fixedly connected to the shaft body of the supporting shaft; the piston is provided with at least two overflow channels for medium oil to pass through; an overflow assembly is arranged in the overflow channel; the building further comprises a plurality of longitudinal dampers arranged between the bottom of the building body and the foundation pit. Therefore, the utility model has the advantages that the transverse damper and the longitudinal damper are arranged between the building body and the foundation pit; the energy of the earthquake transverse wave and the earthquake longitudinal wave is respectively consumed and absorbed, and the transverse and longitudinal vibration amplitude of the building body is reduced, so that the collapse probability of the building body is reduced, and the earthquake resistance of the building body is improved.
Description
Technical Field
The utility model belongs to the technical field of the building is taken precautions against earthquakes, especially, relate to a building antidetonation piece.
Background
China is the country with the most earthquakes in the mainland in the world, and two thirds of the mainland earthquakes in the world occur in China. Most provincial cities in China are located on earthquake zones, and the building fortification intensity of most cities is over 7 degrees, so that the requirement on the earthquake resistance of buildings is high.
The requirement of our country for the earthquake resistance of buildings is that the building can run under small earthquake and large earthquake. Even if an earthquake with super-strong destructive power occurs, the building is required to be incapable of immediately collapsing and sufficient time is required for escape to flow out.
The seismic waves comprise transverse waves and longitudinal waves, the longitudinal waves are high in propagation speed and small in destructive force, and the transverse waves are low in propagation speed and large in destructive force. Most building collapses are shaken and broken up by lateral oscillations caused by transverse waves. The existing building is mostly shockproof by adopting a building body reinforcing mode, such as a ring beam structure, and such as a cast-in-place mode. These measures reinforce the building body to a certain extent, but it is still difficult to resist earthquakes with an intensity of up to 11 degrees in shocks like Wenchuan. If the strength is increased, the construction cost is greatly increased, and the economical efficiency is poor.
In view of the above, the prior art is obviously inconvenient and disadvantageous in practical use, and needs to be improved.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned drawbacks, an object of the present invention is to provide a building anti-seismic member, which comprises a lateral damper and a longitudinal damper disposed between a building body and a foundation pit; the energy of the earthquake transverse wave and the earthquake longitudinal wave is respectively consumed and absorbed, and the transverse and longitudinal vibration amplitude of the building body is reduced, so that the collapse probability of the building body is reduced, and the earthquake resistance of the building body is improved.
In order to achieve the purpose, the utility model provides a building anti-seismic element, which comprises a transverse damper which is uniformly arranged between a building body and a foundation pit;
the transverse damper is provided with a box body which is hermetically filled with medium oil, and a support shaft penetrates through the box body; two ends of the supporting shaft are respectively connected with a supporting seat which is used for abutting against the building body and the foundation pit;
a piston movably sleeved with the inner wall of the box body is fixedly connected to the shaft body of the supporting shaft; the piston is provided with at least two overflow channels for medium oil to pass through; an overflow assembly is arranged in the overflow channel;
the building further comprises a plurality of longitudinal dampers arranged between the bottom of the building body and the foundation pit.
According to the building anti-seismic member of the utility model, at least two auxiliary oil ducts are arranged in the box body; an overflow assembly is also disposed in the auxiliary oil passage.
According to the utility model discloses a building antidetonation piece, the supporting seat is the ball joint structure with the connection structure of back shaft.
According to the building anti-seismic member of the utility model, the overflow assembly comprises an overflow loose piece and a spring connected with the overflow loose piece; one end of the overflow channel is provided with a bulge for limiting the overflow loose piece, and the other end of the overflow channel is provided with a plug; and a plurality of overflow holes are formed in the plug.
According to the utility model discloses a building antidetonation piece, vertical attenuator includes two backup pads, presss from both sides between two backup pads and establishes the energy-absorbing body.
According to the utility model discloses a building antidetonation piece, the material of the energy-absorbing body is rubber.
According to the utility model discloses a building antidetonation piece, the energy-absorbing body is multilayer structure.
According to the utility model discloses a building antidetonation piece, the material of the energy-absorbing body is for containing lead rubber.
The utility model aims to provide a building anti-seismic element, which is provided with a transverse damper and a longitudinal damper between a building body and a foundation pit; the energy of the earthquake transverse wave and the earthquake longitudinal wave is respectively consumed and absorbed, and the transverse and longitudinal vibration amplitude of the building body is reduced, so that the collapse probability of the building body is reduced, and the earthquake resistance of the building body is improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a view in the direction A of FIG. 1;
FIG. 3 is a schematic structural diagram of the region C in FIG. 1;
FIG. 4 is a schematic structural diagram of region E in FIG. 3;
FIG. 5 is a view from the direction B of FIG. 3;
FIG. 6 is a schematic structural diagram of an embodiment of region D in FIG. 1;
FIG. 7 is a schematic structural diagram of an embodiment of region D in FIG. 1;
FIG. 8 is a view from B-B in FIG. 1;
FIG. 9 is a side view of the reinforcing mesh of FIG. 8;
in the figure: 1-transverse damper, 11-box, 12-support shaft, 13-piston, 131-overflow channel, 132-overflow loose piece, 133-plug, 134-overflow hole; 14-auxiliary oil duct, 15-supporting seat; 2-longitudinal damper, 21-supporting plate, 22-energy absorber; 3-a ground foundation pit, 4-a building body, 41-a wall, 42-a reinforcing net and 43-a skin.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. The above-mentioned directions or positions of the upper, lower, left, right, etc. are referred to in this specification for better describing the technical solution in conjunction with the drawings, so that the reader can understand that the practical implementation includes but is not limited to this description.
Referring to fig. 1 and 2, the utility model provides a building anti-seismic member, which comprises a transverse damper 1 uniformly arranged between a building body 4 and a foundation pit 3;
the transverse damper 1 is used for consuming and absorbing transverse swinging energy of the building body 4 and reducing the transverse swinging amplitude of the building body 4; thereby reducing the destruction intensity of the earthquake transverse wave to the building body 4 and improving the shock resistance of the building body.
Further, a plurality of longitudinal dampers 2 are arranged between the bottom of the building body 4 and the foundation pit 3;
the longitudinal damper 2 is used for absorbing longitudinal vibration energy of the building body 4 and reducing the longitudinal vibration amplitude of the building body 4; thereby reducing the damage strength of the earthquake longitudinal wave to the building body 4 and improving the shock resistance of the building body.
Referring to fig. 3, the transverse damper 1 of the present invention has a box body 11 hermetically containing a medium oil, and a support shaft 12 is inserted into the box body 11; two ends of the supporting shaft 12 are respectively connected with a supporting seat 15 which is used for abutting against the building body 4 and the foundation pit 3; further, the connecting structure of the supporting seat 15 and the supporting shaft 12 is a ball joint; can bear both transverse load and small-amplitude longitudinal vibration.
The shaft body of the supporting shaft 12 is also fixedly connected with a piston 13 movably sleeved with the inner wall of the box body 11; referring to fig. 4, at least two overflow channels 131 for medium oil to pass through are provided on the piston 13; an overflow assembly is arranged in the overflow channel 131; preferably, the outer wall of the box 11 may be fixed to the foundation pit 3 or the building body 4 by a connecting rod.
Referring to fig. 5 again, the overflow assembly of the present invention includes an overflow movable block 132 and a spring connected to the overflow movable block 132; one end of the overflow channel 131 is provided with a bulge for limiting the overflow loose piece 132, and the other end of the overflow channel is provided with a plug 133; a plurality of overflow holes 134 are formed in the plug 133; the spring abuts between plug 133 and overflow flap 132.
The lateral swinging energy of the building body 4 is transmitted to the supporting shaft 12 through the supporting seat 15 and drives the piston 13 to move. At the moment, the medium oil pushes away the overflow loose piece 132 pressed by the spring and is extruded out of the overflow hole 134, so that the flowing resistance is increased, and the swing energy is consumed; the swinging energy is converted into the medium oil to do work or generate heat, so that the aim of consuming or absorbing the swinging energy is fulfilled.
Referring to fig. 3, preferably, in order to increase the consumption of the lateral swing energy, at least two auxiliary oil passages 14 are further provided in the tank 11; further, an overflow assembly is also provided in the auxiliary oil gallery 14.
Referring to fig. 6, the longitudinal damper 2 of the present invention includes two support plates 21, and an energy absorber 22 is interposed between the two support plates 21; energy absorber 22 is a monolithic structure. Preferably, the energy absorber 22 of the present invention is a rubber block. When the earthquake longitudinal wave is transmitted, the elastic force of the rubber block is used for doing work and further consuming the earthquake longitudinal wave, so that the longitudinal vibration amplitude of the building body 4 is reduced.
And more preferably. Referring to fig. 7, energy absorber 22 is a multi-layer structure, and each layer of rubber is bonded in sequence, so that energy can be absorbed independently and respectively, and energy consumption is increased. And the adjacent two layers can slide relatively, so that the swing amplitude of the building body 4 caused by transverse waves is reduced, and the shock resistance of the building body is improved. Furthermore, the rubber is lead-containing rubber, so that the energy absorption capacity of the rubber is improved.
In order to enhance the shock resistance of the building body 4, referring to fig. 8 and 9, reinforcing nets 42 are wrapped on both sides of the wall 41 of the building body 4; the reinforcing mesh 42 is further provided with a sheath 43. The reinforcing mesh 42 may be formed by arranging reinforcing bars in a criss-cross arrangement and then fixing the reinforcing bars at the cross points by welding. When a strong earthquake occurs, the reinforcing net 42 can keep the integrity of the wall body 41 and prevent the wall body from brittle collapse, so that an escape space is formed or personnel are prevented from being pressed, and the survival rate of the personnel is improved.
In summary, the utility model provides a building anti-seismic element, which is provided with a transverse damper and a longitudinal damper between a building body and a foundation pit; the energy of the earthquake transverse wave and the earthquake longitudinal wave is respectively consumed and absorbed, and the transverse and longitudinal vibration amplitude of the building body is reduced, so that the collapse probability of the building body is reduced, and the earthquake resistance of the building body is improved.
Naturally, the present invention can be embodied in many other forms without departing from the spirit or essential attributes thereof, and it should be understood that various changes and modifications can be made by one skilled in the art without departing from the spirit or essential attributes thereof, and it is intended that all such changes and modifications be considered as within the scope of the appended claims.
Claims (8)
1. A building anti-seismic element is characterized by comprising a transverse damper which is uniformly and annularly arranged between a building body and a foundation pit;
the transverse damper is provided with a box body which is hermetically filled with medium oil, and a support shaft penetrates through the box body; two ends of the supporting shaft are respectively connected with a supporting seat which is used for abutting against the building body and the foundation pit;
a piston movably sleeved with the inner wall of the box body is fixedly connected to the shaft body of the supporting shaft; the piston is provided with at least two overflow channels for medium oil to pass through; an overflow assembly is arranged in the overflow channel;
the building further comprises a plurality of longitudinal dampers arranged between the bottom of the building body and the foundation pit.
2. A construction seismic member according to claim 1, wherein at least two auxiliary oil passages are further provided in the tank body; an overflow assembly is also disposed in the auxiliary oil passage.
3. A construction seismic member according to claim 1, wherein the connection structure of the support base and the support shaft is a ball joint structure.
4. The building seismic member as claimed in any one of claims 1 to 3, wherein the overflow assembly comprises an overflow loose piece and a spring connected to the overflow loose piece; one end of the overflow channel is provided with a bulge for limiting the overflow loose piece, and the other end of the overflow channel is provided with a plug; and a plurality of overflow holes are formed in the plug.
5. An earthquake-resistant element for buildings according to claim 4, characterized in that said longitudinal damper comprises two supporting plates between which an energy absorber is sandwiched.
6. An architectural seismic member according to claim 5, wherein said energy absorber is made of rubber.
7. An architectural seismic member according to claim 6, wherein said energy absorber is a multi-layered structure.
8. An architectural seismic member according to claim 7, wherein the energy absorber is made of leaded rubber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921446867.4U CN210887652U (en) | 2019-09-03 | 2019-09-03 | Building anti-seismic part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921446867.4U CN210887652U (en) | 2019-09-03 | 2019-09-03 | Building anti-seismic part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210887652U true CN210887652U (en) | 2020-06-30 |
Family
ID=71333880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921446867.4U Expired - Fee Related CN210887652U (en) | 2019-09-03 | 2019-09-03 | Building anti-seismic part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210887652U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075378A (en) * | 2022-06-13 | 2022-09-20 | 冯柏德 | Steel structure for earthquake-resistant building |
-
2019
- 2019-09-03 CN CN201921446867.4U patent/CN210887652U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075378A (en) * | 2022-06-13 | 2022-09-20 | 冯柏德 | Steel structure for earthquake-resistant building |
| CN115075378B (en) * | 2022-06-13 | 2023-08-18 | 深圳市森润建筑工程有限公司 | Steel structure for earthquake-resistant building |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200630 |