CN214833494U - Quick height adjustment device - Google Patents
Quick height adjustment device Download PDFInfo
- Publication number
- CN214833494U CN214833494U CN202023258947.2U CN202023258947U CN214833494U CN 214833494 U CN214833494 U CN 214833494U CN 202023258947 U CN202023258947 U CN 202023258947U CN 214833494 U CN214833494 U CN 214833494U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- pelvic cavity
- height
- adjustment device
- connecting member
- 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
- 238000002955 isolation Methods 0.000 claims abstract description 19
- 230000035939 shock Effects 0.000 claims abstract description 19
- 244000035744 Hura crepitans Species 0.000 claims description 19
- 239000006004 Quartz sand Substances 0.000 claims description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 239000011148 porous material Substances 0.000 description 39
- 238000009413 insulation Methods 0.000 description 18
- 239000012752 auxiliary agent Substances 0.000 description 11
- 239000007788 liquid Substances 0.000 description 6
- 238000007789 sealing Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
Images
Landscapes
- Vibration Prevention Devices (AREA)
Abstract
本实用新型属于高度快速调整装置,特别是指一种便于与隔震支座配套使用的高度快速调整装置。是在用于支撑储罐或房屋的隔震支座上表面或下表面设有一高度调整机构。本实用新型有效解决了现有储罐后房屋的隔震支座更换耗时长、内容物易泄露等技术难题,具有在不影响储罐或房屋使用的前提下实现了对隔震支座快速更换及高度调整,操作便捷、施工及维护成本低等优点。
The utility model belongs to a height rapid adjustment device, in particular to a height rapid adjustment device which is convenient to be matched with a shock isolation bearing. A height adjustment mechanism is provided on the upper surface or the lower surface of the shock isolation support used to support the storage tank or the house. The utility model effectively solves the technical problems such as long time-consuming replacement of the seismic isolation bearing of the house behind the existing storage tank and easy leakage of the contents, and has the advantages of realizing the rapid replacement of the seismic isolation bearing without affecting the use of the storage tank or the house. And height adjustment, convenient operation, low construction and maintenance costs.
Description
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023258947.2U CN214833494U (en) | 2020-12-30 | 2020-12-30 | Quick height adjustment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023258947.2U CN214833494U (en) | 2020-12-30 | 2020-12-30 | Quick height adjustment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214833494U true CN214833494U (en) | 2021-11-23 |
Family
ID=78870603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023258947.2U Active CN214833494U (en) | 2020-12-30 | 2020-12-30 | Quick height adjustment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214833494U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726835A (en) * | 2020-12-30 | 2021-04-30 | 河北交源新材料科技有限公司 | Height quick adjusting device and application thereof in setting, adjusting or replacing shock insulation support |
-
2020
- 2020-12-30 CN CN202023258947.2U patent/CN214833494U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726835A (en) * | 2020-12-30 | 2021-04-30 | 河北交源新材料科技有限公司 | Height quick adjusting device and application thereof in setting, adjusting or replacing shock insulation support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107190975B (en) | Construction of super highrise building integrates form frame system | |
| CN205000256U (en) | Cast -in -place case roof beam of high mound of bridge construction support system | |
| CN206233258U (en) | A kind of Pear-Shaped diaphram wall Anchor Foundation for being applied to suspension bridge | |
| US6514009B2 (en) | Subterranean storage vessel system | |
| CN214833494U (en) | Quick height adjustment device | |
| CN107178042A (en) | A kind of construction method of large span inverted-triangular CFST Arch Bridge steel arch | |
| CN110670734A (en) | Fixing device for pre-buried steel plate under shock insulation support and construction method thereof | |
| CN204224991U (en) | Slope self-level(l)ing structure in length and breadth at the bottom of a kind of beam | |
| CN107217693B (en) | Civil engineering static-loading test large size foundation pile ground ballast heap support method | |
| CN112726835A (en) | Height quick adjusting device and application thereof in setting, adjusting or replacing shock insulation support | |
| CN107794929A (en) | For supporting the combined type shaped steel bracket of internal support of foundation pit | |
| CN218933455U (en) | Embedded pre-buried structure of steel-pipe column foot | |
| CN104314008B (en) | Slope self-level(l)ing structure and construction method thereof in length and breadth at the bottom of a kind of beam | |
| CN218292243U (en) | A armpit angle structure for subway station | |
| CN216076559U (en) | Assembled self-adaptation vertical deformation's concrete structure system | |
| CN211200447U (en) | Compressor foundation bolt and mounting structure thereof | |
| CN114809064A (en) | A single-column composite tubular foundation structure and construction method thereof | |
| CN114809063A (en) | A kind of multi-division composite cylindrical foundation and its construction method | |
| CN209636881U (en) | A kind of engineering structure test counter-force anchor structure | |
| CN101344005B (en) | Method for simultaneously mounting internal barrel and internals of deep well high pressure aeration reactor | |
| CA2345843C (en) | Subterranean storage vessel system | |
| JPH0337500A (en) | Method for storing high pressure gas in base rock and base rock tank for storing high pressure gas | |
| CN202323721U (en) | Precast pedestal for lattice type box girder | |
| CN106223524A (en) | Reactor, vaporizer cabin detachable sandwich steel plate concrete cover plate | |
| CN222227356U (en) | A tower crane foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20250224 Address after: Room 201, Office Building 3, North Industrial Base Park, High tech Zone, Hengshui City, Hebei Province 053000 Patentee after: Hengshui Yuanheda Transportation Engineering Co.,Ltd. Country or region after: China Address before: 053000 No. 3, Park Road, north industrial base, high tech Zone, Hengshui City, Hebei Province Patentee before: Hebei Jiaoyuan New Material Technology Co.,Ltd. Country or region before: China |