CN201288434Y - Shockproof structure of building - Google Patents
Shockproof structure of building Download PDFInfo
- Publication number
- CN201288434Y CN201288434Y CNU2008201719125U CN200820171912U CN201288434Y CN 201288434 Y CN201288434 Y CN 201288434Y CN U2008201719125 U CNU2008201719125 U CN U2008201719125U CN 200820171912 U CN200820171912 U CN 200820171912U CN 201288434 Y CN201288434 Y CN 201288434Y
- Authority
- CN
- China
- Prior art keywords
- building
- shockproof structure
- main body
- supplemental support
- base
- 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.)
- Expired - Fee Related
Links
- 239000012530 fluid Substances 0.000 claims abstract description 19
- 230000000153 supplemental effect Effects 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000010791 quenching Methods 0.000 claims description 4
- 230000000171 quenching effect Effects 0.000 claims description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 2
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- 230000035939 shock Effects 0.000 abstract description 4
- 230000002093 peripheral effect Effects 0.000 abstract 1
- 230000006378 damage Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model relates to a building shockproof structure, is to resolve a problem that the energy of various shock wave is absorbed and transited effectively by isolating a building main body and an earthquake wave, such that the building will not resonate and displace, and keep well stability all the time when quaking, thus it is capable of resisting breakage of violent earthquake, and the utility model is suitable for quakeproof of various buildings, especially high-rise building quakeproof. The specific technical scheme is that a building main body (1) and a base frame (2) are integrated with each other, wherein bottom faces of the base frame (2) is a rigid plane and a foundation platform (5) independent mutually, and the upper side of the foundation platform (5) is also a rigid plane and is integrated with a foundation (6). A plurality of fluid cushions (3) are arranged between the base frame (2) and the foundation platform (5), a plurality of ancillary shoring pads (4) are arranged on the peripheral of the fluid pad (3), and the ancillary shoring pads (4) are also arranged between the fluid cushions (3).
Description
Technical field
The utility model relates to a kind of Shockproof structure for building, relates to a kind of building structure that can make building prevent earthquake induced failure specifically, belongs to building field.
Background technology
Any building all has the requirement of the earthquake resisted in design and construction, present most of architectural design all is a bonding strength of strengthening building foundation and main body, increase the integral rigidity of building, resist the harm that earthquake brings, this design standard is lower, and building does not fall when requiring the earthquake below the generation earthquake intensity is 9 degree.How to prevent effectively that the damage that high-intensity earthquake causes building from being the problem of the brainstrust hammer away of building trade always.
Application number is 200320105021.7 " tumbling-type constructure shakeproof device " utility model patents that are called, and discloses a kind of tumbling-type constructure shakeproof device, is made of upper and lower rolling disk and spin.The shortcoming of this scheme is: the load concentration during carrying of spin, adopt a plurality of this devices to require high to basis and the flatness between the main body, the rigidity of building, otherwise can make the spin unbalance stress, difficulty of construction is very big, and can not prevent the destruction of the vertical acceleration of earthquake to building.
Patent 200320105021.7 discloses a kind of novel building shock isolating pedestal, though have vertical bearing capacity height, the stable advantage of overall performance, can't tackle bigger amplitude, and building is resetted.
Seismic wave is very complicated, and the back wave of waveform, amplitude, frequency, direction, velocity of wave, acceleration and seismic wave all is difficult to prediction and takes precautions against.
The utility model content
Problem to be solved in the utility model is exactly to take a kind of method that building main body and seismic wave can be isolated, absorb, change the energy of various shock waves effectively, guarantee that building does not resonate, displacement when earthquake, remain good stable, can resist the destruction of violent earthquake, be applicable to all kinds constructure shakeproof, especially high-rise building is shockproof.
Specifically, building main body and base constitute an integral body, the bottom surface of this base is the plane of a rigidity, Dui Ying basic platform is the plane of rigidity equally with it, both are separate, place several fluid cushions and supplemental support pad together support building main body between the base of building main body and the basic platform, and fluid cushion is born more than 80% of building body weight, fluid cushion is a kind of flexible flat shape container that injects liquid, and its supporting capacity is greater than 200000kg/m
2, because the modulus of shearing of liquid trends towards zero, can absorb energy, conversion shock wave again, any type of seismic wave all can be by isolated, absorption; The building main body has huge inertia, sits idly on fluid cushion, even also can make the building main body keep reduction with good under violent earthquake and large amplitude, can not resonate, be subjected to displacement with seismic wave, thereby guarantee can not damaged by earthquake.The main effect of supplemental support pad is to building main body location and stable, makes the building main body have wind loading rating.
Beneficial effect
The main body of Shockproof structure for building of the present utility model and base constitute an integral body, the plane of rigidity can strengthen the integral rigidity on building main body and basis, its baseplane and basic platform contact area are big, place several fluid cushions and supplemental support pad between two planes, load distribution is even relatively, has good stable and the ability of resisting high-intensity earthquake.Flatness requirement to two planes is low relatively, and its flatness error permission is in 80mm, and construction is simple, cheap.
Description of drawings
Accompanying drawing 1 is the structural representation of the utility model embodiment 1;
Accompanying drawing 2 is the structural representation of the utility model embodiment 2;
Accompanying drawing 3 is the structural representation (amplification) of the utility model supplemental support pad 4;
Among the figure: the 1st, building main body, the 2nd, the base of building main body, the 3rd, fluid cushion, the 4th, supplemental support pad, the 5th, the basic platform of building, the 6th, the basis of building, the 7th, the rubber layer of supplemental support pad 4, the 8th, the steel plate of supplemental support pad 4.
The specific embodiment
Supplemental support pad 4 is made up of two blocks of rubber 7 and two block plates 8 as shown in Figure 3, the thickness of steel plate 8 is 4～16mm, adopt carbon junction steel, carry out Quenching Treatment, its hardness is Rockwell RHC48 °～65 °, and two blocks of steel plates through Quenching Treatment are formed friction pair, help improving contact strength, reduce frictional force, steel plate 8 also will carry out preservative treatment; The back side of steel plate 8 and rubber 7 are bonded as one, and the hardness of rubber 7 is 72 °～85 ° of Shao Shi (A), and compressive strength is not less than 6MPa, and the rubber of upper and lower surface contacts with platform 5 with base 2 respectively;
Claims (7)
1, Shockproof structure for building, it is characterized in that: building main body and base constitute an integral body, the bottom surface of base is the plane of a rigidity, Dui Ying basic platform is the plane of rigidity equally with it, both are separate, place several fluid cushions and supplemental support pad together support building main body between the base of building main body and the basic platform.
2, Shockproof structure for building according to claim 1 is characterized in that: several supplemental support pads are being put in the periphery of fluid cushion.
3, Shockproof structure for building according to claim 1 is characterized in that: putting several supplemental support pads between fluid cushion.
4, Shockproof structure for building according to claim 1 is characterized in that; Putting several supplemental support pads between the periphery of fluid cushion and the fluid cushion.
5, Shockproof structure for building according to claim 1 is characterized in that: the supplemental support pad is made up of two blocks of rubber and two block plates.
6, Shockproof structure for building according to claim 5, it is characterized in that: steel plate adopts carbon junction steel, carries out Quenching Treatment, and its hardness is Rockwell RHC48 °～65 °, two blocks of steel plates through Quenching Treatment are formed friction pair, and the back side of steel plate and rubber bound are one.
7, Shockproof structure for building according to claim 5 is characterized in that: the hardness of rubber is 72 °～85 ° of Shao Shi (A), and compressive strength is not less than 6MPa, the rubber of upper and lower surface respectively with base and contact with platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201719125U CN201288434Y (en) | 2008-09-22 | 2008-09-22 | Shockproof structure of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201719125U CN201288434Y (en) | 2008-09-22 | 2008-09-22 | Shockproof structure of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201288434Y true CN201288434Y (en) | 2009-08-12 |
Family
ID=40980112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201719125U Expired - Fee Related CN201288434Y (en) | 2008-09-22 | 2008-09-22 | Shockproof structure of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201288434Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864849A (en) * | 2011-07-04 | 2013-01-09 | 叶盛东 | Earthquake-resistant building |
| CN104350207A (en) * | 2012-06-05 | 2015-02-11 | 查尔斯·考尔德·布雷 | Modular foundation resistant to ground movement |
| CN109813512A (en) * | 2018-12-19 | 2019-05-28 | 国网江苏省电力有限公司经济技术研究院 | A wave absorbing device for centrifuge model box |
-
2008
- 2008-09-22 CN CNU2008201719125U patent/CN201288434Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102864849A (en) * | 2011-07-04 | 2013-01-09 | 叶盛东 | Earthquake-resistant building |
| CN104350207A (en) * | 2012-06-05 | 2015-02-11 | 查尔斯·考尔德·布雷 | Modular foundation resistant to ground movement |
| CN109813512A (en) * | 2018-12-19 | 2019-05-28 | 国网江苏省电力有限公司经济技术研究院 | A wave absorbing device for centrifuge model box |
| CN109813512B (en) * | 2018-12-19 | 2020-11-20 | 国网江苏省电力有限公司经济技术研究院 | A wave absorbing device for centrifuge model box |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2905932Y (en) | Horizontal-Vertical Composite Isolation Device | |
| CN102337761A (en) | Ball disc spring shock isolation device | |
| CN101824862A (en) | Three-dimensional energy-consumption shock-absorption device | |
| CN106930589B (en) | Three-way shock insulation device with vertical large displacement shock insulation | |
| CN201395764Y (en) | Universal spherical cast seismic isolation bearing | |
| CN201268894Y (en) | Rolling and sliding type shock-proof device for building | |
| CN201288434Y (en) | Shockproof structure of building | |
| CN114961386A (en) | Multidirectional spacing three-dimensional shock isolation device | |
| CN100353012C (en) | Three-dimemsional vibration insulationg system | |
| CN202830902U (en) | Ocean platform damping system | |
| CN115387494A (en) | Three-dimensional shock insulation rubber support capable of being used for shock and vibration double control | |
| CN213203769U (en) | Bridge antidetonation bearing structure | |
| CN112761270A (en) | Vertical inertial container shock insulation support | |
| CN114439123A (en) | Vertical tensile sliding shock isolation device | |
| CN101397860A (en) | Shockproof structure for building | |
| CN106245783B (en) | A kind of compounded shock isolating pedestal can provide three-dimensional energy-consumption | |
| CN215166769U (en) | Building shockproof stable structure | |
| CN201593162U (en) | Nonlinear damping spoke shock absorption and isolation support | |
| CN2688786Y (en) | Three-dimensional shock isolative seats | |
| CN201330515Y (en) | Series composite-base shock isolation device | |
| CN217175254U (en) | Vertical tensile sliding shock isolation device | |
| CN103572853A (en) | Ocean platform damping system | |
| CN219118381U (en) | A new replaceable energy-dissipating shock-absorbing composite bearing | |
| CN214573299U (en) | Self-resetting shock-absorbing support | |
| CN213867954U (en) | Novel shock attenuation formula building engineering stake |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHONG PEICHENG Free format text: FORMER OWNER: ZHONG AIMIN Effective date: 20130425 Owner name: SHANDONG GUTEQI XIANGJIAO CO., LTD. Free format text: FORMER OWNER: ZHONG PEICHENG Effective date: 20130425 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250002 JINAN, SHANDONG PROVINCE TO: 250000 JINAN, SHANDONG PROVINCE Free format text: CORRECT: ADDRESS; FROM: 250000 JINAN, SHANDONG PROVINCE TO: 261200 WEIFANG, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130425 Address after: 261200 Shandong Province, Weifang city Fangzi District State Road 16 kilometers west of Weifang Patentee after: SHANDONG GUTEQI RUBBER Co.,Ltd. Address before: 250000 No. 1, building 2, building 7-1, No. 302, Lixia District, Ji'nan, Shandong, Jiefang Road Patentee before: Zhong Peicheng Effective date of registration: 20130425 Address after: 250000 No. 1, building 2, building 7-1, No. 302, Lixia District, Ji'nan, Shandong, Jiefang Road Patentee after: Zhong Peicheng Address before: 250002, West building, building two, building 238, heroic Road, Ji'nan, Ji'nan, Shandong Patentee before: Zhong Aimin |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090812 Termination date: 20130922 |