CN212026311U - Shock attenuation ground - Google Patents
Shock attenuation ground Download PDFInfo
- Publication number
- CN212026311U CN212026311U CN201921114153.3U CN201921114153U CN212026311U CN 212026311 U CN212026311 U CN 212026311U CN 201921114153 U CN201921114153 U CN 201921114153U CN 212026311 U CN212026311 U CN 212026311U
- Authority
- CN
- China
- Prior art keywords
- plate
- fixedly arranged
- base
- steel
- fixed mounting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 230000035939 shock Effects 0.000 title claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 238000013016 damping Methods 0.000 claims abstract description 18
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 42
- 239000010959 steel Substances 0.000 claims description 42
- 238000010521 absorption reaction Methods 0.000 claims description 12
- 210000000481 breast Anatomy 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 8
- 229910000599 Cr alloy Inorganic materials 0.000 claims description 3
- 239000000788 chromium alloy Substances 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 10
- 239000002689 soil Substances 0.000 abstract description 4
- 230000002427 irreversible effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 229910000760 Hardened steel Inorganic materials 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Foundations (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model provides a damping foundation relates to ground shock attenuation technical field, include: the device comprises a concrete reinforcing body, a rubber pad, a support, a trapezoidal contact surface, a reinforcing column, a friction block and a damping base; concrete reinforcement body fixed mounting has a reinforcement post in vibration damping mount's upper end, vibration damping mount's lower surface bottom fixed mounting, and the equal fixed mounting in reinforcement post left and right both sides has the clutch blocks, the equal fixed mounting in surface, the left and right both sides of base of contact surface has the support, and the perpendicular fixed mounting in right side of contact surface has the rubber pad. The utility model discloses a vibration damping mount can effectually play the cushioning effect when taking place the earthquake, can effectually prevent through the anchor strut of fixed mounting at the vibration damping mount lower extreme and the bearing capacity that the ground subsides, increases vibration damping mount that the rubbing block caused because of the soil property reason.
Description
Technical Field
The utility model relates to a shock attenuation ground field, more specifically say, in particular to shock attenuation ground.
Background
In the prior art, all parts in the foundation adopt a fixed connection mode, so that the stability and the integrity of the building are ensured. However, in special cases, for example, when an earthquake occurs, the deformation capacity of the foundation exceeds the allowable value, so that irreversible destructive disasters such as house collapse and building crack occur, the life safety of people and the normal use of the building are seriously influenced, and the foundation is settled due to the soil property, so that the irreversible problem of the house occurs, and the normal use of the building is influenced.
SUMMERY OF THE UTILITY MODEL
Problem (A)
To sum up, the utility model provides a shock attenuation ground to solve because the ground receives life safety that earthquake, the reason of soil property caused, influences the problem of building normal use.
(II) technical scheme
The utility model provides a shock attenuation ground, include: the concrete reinforcing body, the rubber pad, the support, the trapezoidal contact surface, the friction block, the reinforcing column, the damping base, the bottom plate, the steel plate, the top plate, the breast board, the steel ball, the inner plate and the fixing base; the concrete reinforcing body is fixedly arranged on the surface of the damping base, the damping base is of a cylindrical solid structure in the middle, and the lower surface of the bottom end is fixedly provided with a bottom plate, the reinforcing column is fixedly arranged on the lower surface of the bottom plate, friction blocks are fixedly arranged on the left side and the right side of the damping base, the steel plate is fixedly arranged on the top of the damping base, the top plate is fixedly arranged between the upper surface of the steel plate and the lower surface of the concrete reinforcement body, the top plate is of a hollow structure, the lower surface of the inner wall is fixedly provided with a baffle plate, the inner plate is fixedly arranged on the upper surface of the steel plate, the upper surface of the inner plate is fixedly provided with a baffle plate, the fixed base has an open structure and is fixedly arranged on the upper surface of the inner plate, the steel ball is installed at the inner side of the fixed base in a rolling mode, the support is fixedly installed on the surface of the trapezoidal contact surface and below the lower surface of the steel plate, and the rubber pad is vertically and fixedly installed on the right side of the trapezoidal contact surface.
Preferably, the surface of the concrete reinforcing body is coated with a waterproof layer having a thickness of not less than 0.2 cm.
Preferably, the friction block material is a high-hardness PVC material, and the surface of the friction block material is coated with epoxy resin with the thickness of not less than 0.2 cm.
Preferably, the reinforcing column is internally filled with reinforced concrete.
Preferably, the support is a damping spherical hinge steel support.
Preferably, the bottom plate, the steel plate, the top plate and the inner plate are all quenched steel plates.
Preferably, the breast board and the fixed base are made of rigid PVC materials, and the back surface of the breast board is fixedly provided with a cushion pad.
Preferably, the steel ball is a high-chromium alloy cast ball.
(III) advantageous effects
The utility model discloses a ground that fixed mounting can effectually avoid causing because of the soil property problem at the anchor post of bottom plate bottom lower surface and the structure of the clutch blocks of fixed mounting in the left and right both sides of anchor post surface.
Secondly, can avoid effectively under the structure, the cooperation through steel sheet, roof, steel ball and inner panel when taking place the earthquake because the ground deformation problem that rocks that the geological wave arouses caused, can effectually carry on spacingly to the roll that arouses under the effect of earthquake to the steel ball when taking place the earthquake through breast board and unable adjustment base's effect down, further slows down rocking of ground.
Moreover, the bearing capacity of steel sheet and roof can effectually be increased through the support of fixed mounting on the surface of trapezoidal contact surface, can effectively avoid when taking place the earthquake because the damage that the motion that arouses under the rolling effect of steel ball drives the roof under the effect of earthquake and contact surface collision caused under the effect through the rubber pad, increase the life of device.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the shock absorbing base structure of the present invention;
fig. 3 is an enlarged schematic view of a structure in fig. 2 according to the present invention.
In fig. 1 to 3, the correspondence between the part names or lines and the reference numbers is:
concrete reinforcement 1, rubber pad 2, support 3, trapezoidal contact surface 4, clutch blocks 5, reinforcing column 6, vibration damping mount 7, bottom plate 71, steel plate 72, top plate 73, breast board 8, steel ball 9, inner panel 10, unable adjustment base 11.
Detailed Description
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
Please refer to fig. 1 to fig. 3;
the utility model provides a shock attenuation ground, include: the concrete reinforcing body 1, the rubber pad 2, the support 3, the trapezoidal contact surface 4, the friction block 5, the reinforcing column 6, the shock absorption base 7, the bottom plate 71, the steel plate 72, the top plate 73, the breast board 8, the steel ball 9, the inner plate 10 and the fixed base 11; the concrete reinforcing body 1 is fixedly arranged on the surface of the shock absorption base 7, the shock absorption base 7 is of a cylindrical middle solid structure, the bottom lower surface of the shock absorption base is fixedly provided with a bottom plate 71, the reinforcing column 6 is fixedly arranged on the bottom lower surface of the bottom plate 71, the left side and the right side of the shock absorption base are fixedly provided with friction blocks 5, the steel plate 72 is fixedly arranged on the top of the shock absorption base 7, the top plate 73 is fixedly arranged between the upper surface of the steel plate 72 and the lower surface of the concrete reinforcing body 1, the top plate 73 is of an internally hollow structure, the lower surface of the inner wall of the concrete reinforcing body is fixedly provided with a baffle plate 8, the inner plate 10 is fixedly arranged on the upper surface inside the steel plate 72, the upper surface of the fixing base 11 is of an open structure and is fixedly arranged on the upper surface of the inner plate 10, the steel ball 9 is arranged, the rubber pad 2 is vertically and fixedly arranged at the right side of the trapezoidal contact surface 4.
Wherein, the surface of the concrete reinforcement 1 is coated with a waterproof layer with the thickness not less than 0.2 cm. Wherein, the friction block 5 is made of high-hardness PVC material, and the surface of the friction block is coated with epoxy resin with the thickness not less than 0.2 cm.
Wherein, reinforced concrete is filled in the reinforcing column 6.
Wherein, the support 3 is a damping spherical hinge steel support.
The bottom plate 71, the steel plate 72, the top plate 73 and the inner plate 10 are all hardened steel plates.
Wherein, breast board 8 and unable adjustment base 11 are rigid PVC material, and back fixed mounting has the blotter, the buffer loss of effectual protection steel ball 9.
Wherein the steel ball 9 is a high chromium alloy cast ball.
The specific use mode and function of the embodiment are as follows: when the earthquake takes place, fix steel ball 9 through unable adjustment base 11 and make steel ball 9 not receive the influence of rocking, roof 73 begins to move right or left under the structure through steel ball 9 and the effect that receives the earthquake, it is further, when roof 73 rocks right side or left side, prescribe a limit to the direction of motion of roof 73 through rubber pad 2 under the effect through rubber pad 2 can effectual absorption roof 73's motion dynamics under the effect through rubber 2, the effectual damage of roof 73 that causes with the collision of trapezoidal contact surface 4 of having avoided roof 73.
The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (8)
1. A vibration damping foundation comprising: the concrete reinforcing structure comprises a concrete reinforcing body (1), a rubber pad (2), a support (3), a trapezoidal contact surface (4), a friction block (5), a reinforcing column (6), a damping base (7), a bottom plate (71), a steel plate (72), a top plate (73), a breast board (8), a steel ball (9), an inner plate (10) and a fixed base (11); the method is characterized in that: the concrete reinforcement body (1) is fixedly arranged on the surface of the shock absorption base (7), the shock absorption base (7) is of a cylindrical middle solid structure, the bottom lower surface of the shock absorption base is fixedly provided with the bottom plate (71), the reinforcement column (6) is fixedly arranged on the bottom lower surface of the bottom plate (71), the friction blocks (5) are fixedly arranged on the left side and the right side of the shock absorption base, the steel plate (72) is fixedly arranged at the top of the shock absorption base (7), the top plate (73) is fixedly arranged between the upper surface of the steel plate (72) and the lower surface of the concrete reinforcement body (1), the top plate (73) is of an internal hollow structure, the baffle plate (8) is fixedly arranged on the lower surface of the inner wall, the inner plate (10) is fixedly arranged on the upper surface of the inside of the steel plate (72), the baffle plate (8) is fixedly arranged on the upper surface, the fixing base (11) is, the steel ball (9) is installed on the inner side of the fixed base (11) in a rolling mode, the support (3) is fixedly installed on the surface of the trapezoidal contact surface (4) and below the lower surface of the steel plate (72), and the rubber pad (2) is vertically and fixedly installed on the right side of the trapezoidal contact surface (4).
2. A shock absorbing foundation as claimed in claim 1, wherein: and a waterproof layer with the thickness of 1cm is coated on the surface of the concrete reinforcing body (1).
3. A shock absorbing foundation as claimed in claim 1, wherein: the friction block (5) is made of high-hardness PVC material, and epoxy resin with the thickness of 1.5cm is coated on the surface of the friction block.
4. A shock-absorbing foundation as claimed in claim 1, wherein said reinforcing columns (6) are internally filled with reinforced concrete.
5. A shock absorbing foundation as claimed in claim 1, wherein: the support (3) is a damping spherical hinge steel support.
6. A shock absorbing foundation as claimed in claim 1, wherein: the bottom plate (71), the steel plate (72), the top plate (73) and the inner plate (10) are all quenched steel plates.
7. A shock absorbing foundation as claimed in claim 1, wherein: the breast board (8) and the fixed base (11) are made of rigid PVC materials, and the back face of the breast board is fixedly provided with a cushion pad.
8. A shock absorbing foundation as claimed in claim 1, wherein: the steel ball (9) is a high-chromium alloy cast ball.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921114153.3U CN212026311U (en) | 2019-07-16 | 2019-07-16 | Shock attenuation ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921114153.3U CN212026311U (en) | 2019-07-16 | 2019-07-16 | Shock attenuation ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212026311U true CN212026311U (en) | 2020-11-27 |
Family
ID=73478636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921114153.3U Active CN212026311U (en) | 2019-07-16 | 2019-07-16 | Shock attenuation ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212026311U (en) |
-
2019
- 2019-07-16 CN CN201921114153.3U patent/CN212026311U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107740626A (en) | A kind of expansion cross-shaped steel SRC posts with multistage composite damper | |
| CN201835225U (en) | Universal spherical seismic isolation support with longitudinal and transverse optional displacements | |
| US5353559A (en) | Anti-earthquake bearing apparatus | |
| JP2007211445A (en) | Floating body type base-isolated structure | |
| CN212358395U (en) | Building engineering foundation earthquake-resistant structure | |
| CN212026311U (en) | Shock attenuation ground | |
| CN209260547U (en) | A kind of bridge expanssion joint cover board | |
| CN108589523B (en) | Shock-absorbing guardrail base for bridge and working method | |
| JP3134768U (en) | Weak seismic structure for wooden structures | |
| JP2001336571A (en) | Base isolation structure | |
| CN108589513B (en) | Damping counterweight system for bridge and working method thereof | |
| CN215166769U (en) | Building shockproof stable structure | |
| JPH11125306A (en) | Base isolation system | |
| JPH1037212A (en) | Vibration-isolation ground | |
| CN114775413A (en) | Existing pier anti-seismic performance improving structure and method based on inertial container shock insulation and swing | |
| JP2000054506A (en) | Uplift prevention device for base isolated building and base isolated construction for light-weight building provided therewith | |
| CN220468595U (en) | Anti-seismic bridge structure | |
| CN112575944A (en) | Inertia reinforced floating floor structure system | |
| JP2008121399A (en) | Foundation vibration damping device | |
| RU2217559C1 (en) | Shock-proof seismic facility | |
| CN101718116A (en) | High damping shock absorption spherical supporting seat | |
| KR200360336Y1 (en) | Bearing for high damping elastomers | |
| JPH06221357A (en) | Laminated rubber body lined with rubber | |
| JP3999364B2 (en) | Seismic isolation structure for bridges | |
| Hemalatha et al. | Water tank as passive TMD for seismically excited structures |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221221 Address after: No. 79, Linjiang Village, Binhai Town, Wenling City, Taizhou City, Zhejiang Province 317599 Patentee after: Li Wei Address before: 516000 Room 401, Building B1, No. 28 Luoxia Road, Huicheng District, Huizhou City, Guangdong Province Patentee before: Zhang Wenzi |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230320 Address after: 311100 Room 102, 16/F, Building 4, Xinyuan Jinzuo, No. 101, Guyue Street, Nanyuan Street, Linping District, Hangzhou City, Zhejiang Province Patentee after: Hangzhou Hengyue Foundation Engineering Co.,Ltd. Address before: No. 79, Linjiang Village, Binhai Town, Wenling City, Taizhou City, Zhejiang Province 317599 Patentee before: Li Wei |
|
| TR01 | Transfer of patent right |