CN104234203A - Shock absorption support seat - Google Patents
Shock absorption support seat Download PDFInfo
- Publication number
- CN104234203A CN104234203A CN201410450439.4A CN201410450439A CN104234203A CN 104234203 A CN104234203 A CN 104234203A CN 201410450439 A CN201410450439 A CN 201410450439A CN 104234203 A CN104234203 A CN 104234203A
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- steel plate
- spherical groove
- cavity
- sleeve
- junction steel
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Abstract
The invention discloses a shock absorption support seat, which comprises an upper connecting steel plate, a lower connecting steel plate and a guide rod, wherein the upper part of the lower connecting steel plate is provided with a first spherical groove, a sleeve with a cavity is arranged on the guide rod in a sheathing manner, the upper part of the sleeve is provided with a first damping material, the lower part of the sleeve is provided with a disc spring, rubber layers and steel plate layers are overlapped and arranged on the outer wall of the sleeve in a staggering way, a transition plate provided with a second spherical groove at the upper part is arranged at the upper part of the sleeve and the rubber layers in a sheathing way and is arranged on the guide rod, a support rod with a cavity is arranged between the second spherical groove and the upper connecting steel plate in a sheathing way and is arranged on the guide rod, a spring is arranged in the cavity of the support rod, an annular cavity is formed between the outer wall of the support rod and the second spherical groove and the upper connecting steel plate, a second damping material is arranged in the cavity, and a plurality of inclined support rods penetrating through the corresponding overlapped and staggered rubber layer and steel plate layer are respectively arranged between the bottom of each steel plate layer and the first spherical groove. The structure is adopted, the effect of isolating external force can be realized, and the effect of protecting steel structure building and bridge structures from being damaged is achieved.
Description
Technical field
The present invention relates to a kind of shock isolating pedestal for steel building, bridge.
Background technology
Steel building, bridge construction utilize rubber pad to carry out damping, buffering, when standing strong wind, the operation of earthquake external force, because rubber pad can only the External Force Acting in level of isolation direction, bad to the External Force Acting effect of vertical direction, little to the irregular External Force Acting such as strong wind, earthquake effect, easily damage is caused to steel building, bridge construction.
Summary of the invention
The object of this invention is to provide one and can isolate External Force Acting when standing the operation of the external force such as strong wind, earthquake at vertical direction and horizontal direction, protection steel building, bridge construction are from the shock isolating pedestal damaged.
Technical scheme of the present invention is a kind of shock isolating pedestal, it comprises with installing the upper junction steel plate 10 of through hole and lower junction steel plate 1, it is characterized in that: the center line of described lower junction steel plate 1 and upper junction steel plate 10 is provided with guide peg 3, the top of described lower junction steel plate 1 is provided with the first spherical groove 2, described guide peg 3 is set with the sleeve 4 of attached cavity on the top of lower junction steel plate 1, the first damping material 5 is provided with in cavity between the inwall on described sleeve 4 top and described guide peg 3, disk spring 6 is provided with in cavity between the inwall of described sleeve 4 bottom and described guide peg 3, what the outer wall of described sleeve 4 interlocked is stacked with rubber layer 8 and steel plate layer 7, the rebound 15 of upper bands second spherical groove 17 is set with on described guide peg 3 and on the top of rubber layer 8 and described sleeve 4, on described guide peg 3 and the second spherical groove 17 and described on be set with the support bar 11 of attached cavity between junction steel plate 10, spring 12 is provided with in the cavity of described support bar 11, the outer wall of described support bar 11 and be provided with annular housing 16 between described second spherical groove and described upper junction steel plate 10, the second damping material 13 is provided with in described cavity 16, the bottom of each described steel plate layer 7 to be respectively equipped with some inclined shore bars 9 through corresponding described staggered stacked rubber layer 8 and steel plate layer 7 between described first spherical groove 2.
Technical scheme of the present invention is provided with slide plate 14 in addition on the sphere inwall of described rebound 15 second spherical groove 17, and described slide plate 14 matches with the sphere flange bottom described support bar 11.
Technical scheme of the present invention also has the sphere inwall of described lower junction steel plate 1 first spherical groove 2 to match with the sphere flange bottom described some inclined shore bars 9 respectively.
The invention has the beneficial effects as follows by being provided with guide peg 3 on the center line of described lower junction steel plate 1 and upper junction steel plate 10, the top of described lower junction steel plate 1 is provided with the first spherical groove 2, described guide peg 3 is set with the sleeve 4 of attached cavity on the top of lower junction steel plate 1, the first damping material 5 is provided with in cavity between the inwall on described sleeve 4 top and described guide peg 3, disk spring 6 is provided with in cavity between the inwall of described sleeve 4 bottom and described guide peg 3, what the outer wall of described sleeve 4 interlocked is stacked with rubber layer 8 and steel plate layer 7, the rebound 15 of upper bands second spherical groove 17 is set with on described guide peg 3 and on the top of rubber layer 8 and described sleeve 4, on described guide peg 3 and the second spherical groove 17 and described on be set with the support bar 11 of attached cavity between junction steel plate 10, spring 12 is provided with in the cavity of described support bar 11, the outer wall of described support bar 11 and be provided with annular housing 16 between described second spherical groove and described upper junction steel plate 10, the second damping material 13 is provided with in described cavity 16, the bottom of each described steel plate layer 7 to be respectively equipped with some inclined shore bars 9 through corresponding described staggered stacked rubber layer 8 and steel plate layer 7 between described first spherical groove 2, when running into strong wind, during the External Force Acting of earthquake, steel structure member is first by guide peg 3 be sleeved on guide peg 3 upper support bar 11 pairs of external force and cushion, owing to being the second spherical groove by the upper design of rebound 15, the bottom support of this support bar 11 is on the curved surface of the second spherical groove 17, and consume strong wind by displacement thereon, the external force energy that earthquake produces, simultaneously by being arranged on the annular housing 16 between the outer wall of support bar 11 and described second spherical groove and described upper junction steel plate 10, interior the second damping material 13 pairs of external force cushion further, again owing to being provided with the first spherical groove 2 on the top of lower junction steel plate 1, described guide peg 3 is set with the sleeve 4 of attached cavity on the top of lower junction steel plate 1, the first damping material 5 is provided with in cavity between the inwall on described sleeve 4 top and described guide peg 3, disk spring 6 is provided with in cavity between the inwall of described sleeve 4 bottom and described guide peg 3, what the outer wall of described sleeve 4 interlocked is stacked with rubber layer 8 and steel plate layer 7, the bottom of each described steel plate layer 7 to be respectively equipped with some inclined shore bars 9 through corresponding described staggered stacked rubber layer 8 and steel plate layer 7 between described first spherical groove 2, run into strong wind, earthquake External Force Acting time, the compression that the rubber layer 8 that can interlock stacked and steel plate layer 7 directly bear horizontal direction and vertical direction strong wind, earthquake produces and stretching action, each reverse compression that inclined shore bar 9 directly can bear that indefinite direction external force produces and stretching action, play the effect that external force is cushioned further, thus achieve and can isolate External Force Acting, protection steel building, bridge construction are from the effect damaged.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention
Fig. 1, in 1, lower junction steel plate, the 2, first spherical groove, 3, guide peg, 4, sleeve, the 5, first damping material, 6, disk spring, 7, steel plate layer, 8, rubber layer, 9, inclined shore bar, 10, upper junction steel plate, 11, support bar, 12, spring, 13, the second damping material, 14, slide plate, 15, rebound, 16, cavity, the 17, second spherical groove.
Detailed description of the invention
According to Fig. 1, the present invention relates to a kind of shock isolating pedestal, it comprises with installing the upper junction steel plate 10 of through hole and lower junction steel plate 1, the center line of described lower junction steel plate 1 and upper junction steel plate 10 is provided with guide peg 3, the top of described lower junction steel plate 1 is provided with the first spherical groove 2, described guide peg 3 is set with the sleeve 4 of attached cavity on the top of lower junction steel plate 1, the first damping material 5 is provided with in cavity between the inwall on described sleeve 4 top and described guide peg 3, disk spring 6 is provided with in cavity between the inwall of described sleeve 4 bottom and described guide peg 3, what the outer wall of described sleeve 4 interlocked is stacked with rubber layer 8 and steel plate layer 7, the rebound 15 of upper bands second spherical groove 17 is set with on described guide peg 3 and on the top of rubber layer 8 and described sleeve 4, on described guide peg 3 and the second spherical groove 17 and described on be set with the support bar 11 of attached cavity between junction steel plate 10, spring 12 is provided with in the cavity of described support bar 11, the sphere inwall of described rebound 15 second spherical groove 17 is provided with slide plate 14, the politef slide plate that this slide plate 14 can use surface comparatively coarse, to reduce cost, described slide plate 14 matches with the sphere flange bottom described support bar 11, the outer wall of described support bar 11 and be provided with annular housing 16 between described second spherical groove and described upper junction steel plate 10, the second damping material 13 is provided with in described cavity 16, the bottom of each described steel plate layer 7 to be respectively equipped with some inclined shore bars 9 through corresponding described staggered stacked rubber layer 8 and steel plate layer 7 between described first spherical groove 2, the sphere inwall of described lower junction steel plate 1 first spherical groove 2 matches with the sphere flange bottom described some inclined shore bars 9 respectively, when running into strong wind, during the External Force Acting of earthquake, steel structure member is first by guide peg 3 be sleeved on guide peg 3 upper support bar 11 pairs of external force and cushion, owing to being the second spherical groove by the upper design of rebound 15, the bottom support of this support bar 11 is on the curved surface of the second spherical groove 17, and consume strong wind by displacement thereon, the external force energy that earthquake produces, simultaneously by being arranged on the annular housing 16 between the outer wall of support bar 11 and described second spherical groove and described upper junction steel plate 10, interior the second damping material 13 pairs of external force cushion further, again owing to being provided with the first spherical groove 2 on the top of lower junction steel plate 1, described guide peg 3 is set with the sleeve 4 of attached cavity on the top of lower junction steel plate 1, the first damping material 5 is provided with in cavity between the inwall on described sleeve 4 top and described guide peg 3, disk spring 6 is provided with in cavity between the inwall of described sleeve 4 bottom and described guide peg 3, what the outer wall of described sleeve 4 interlocked is stacked with rubber layer 8 and steel plate layer 7, the bottom of each described steel plate layer 7 to be respectively equipped with some inclined shore bars 9 through corresponding described staggered stacked rubber layer 8 and steel plate layer 7 between described first spherical groove 2, run into strong wind, earthquake External Force Acting time, the compression that the rubber layer 8 that can interlock stacked and steel plate layer 7 directly bear horizontal direction and vertical direction strong wind, earthquake produces and stretching action, each reverse compression that inclined shore bar 9 directly can bear that indefinite direction external force produces and stretching action, play the effect that external force is cushioned further, thus achieve and can isolate External Force Acting, protection steel building, bridge construction are from the effect damaged.
Claims (3)
1. a shock isolating pedestal, it comprises upper junction steel plate (10) and lower junction steel plate (1) with installing through hole, it is characterized in that: the center line of described lower junction steel plate (1) and upper junction steel plate (10) is provided with guide peg (3), the top of described lower junction steel plate (1) is provided with the first spherical groove (2), described guide peg (3) is gone up and is set with the sleeve (4) of attached cavity on the top of lower junction steel plate (1), the first damping material (5) is provided with in cavity between the inwall on described sleeve (4) top and described guide peg (3), disk spring (6) is provided with in cavity between the inwall of described sleeve (4) bottom and described guide peg (3), what the outer wall of described sleeve (4) interlocked is stacked with rubber layer (8) and steel plate layer (7), described guide peg (3) is upper and be set with the rebound (15) of upper bands second spherical groove (17) on the top of rubber layer (8) and described sleeve (4), described guide peg (3) is gone up and between the second spherical groove (17) and described upper junction steel plate (10), is set with the support bar (11) of attached cavity, spring (12) is provided with in the cavity of described support bar (11), the outer wall of described support bar (11) and be provided with annular housing (16) between described second spherical groove (17) and described upper junction steel plate (10), the second damping material (13) is provided with in described cavity (16), the bottom of each described steel plate layer (7) to be respectively equipped with some inclined shore bars (9) through corresponding described staggered stacked rubber layer (8) and steel plate layer (7) between described first spherical groove (2).
2. shock isolating pedestal according to claim 1, it is characterized in that: on the sphere inwall of described rebound (15) second spherical groove (17), be provided with slide plate (14), described slide plate (14) matches with the sphere flange of described support bar (11) bottom.
3. shock isolating pedestal according to claim 1 and 2, is characterized in that: the sphere inwall of described lower junction steel plate (1) first spherical groove (2) matches with the sphere flange of described some inclined shore bar (9) bottoms respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410450439.4A CN104234203B (en) | 2014-09-05 | 2014-09-05 | Shock isolating pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410450439.4A CN104234203B (en) | 2014-09-05 | 2014-09-05 | Shock isolating pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104234203A true CN104234203A (en) | 2014-12-24 |
| CN104234203B CN104234203B (en) | 2016-06-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410450439.4A Active CN104234203B (en) | 2014-09-05 | 2014-09-05 | Shock isolating pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104234203B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104896944A (en) * | 2015-04-23 | 2015-09-09 | 浙江海洋学院 | Support mechanism of blower of shell calciner |
| CN108661187A (en) * | 2018-05-22 | 2018-10-16 | 河海大学 | A kind of bearing and its working method of adaptive uneven settlement of foundation |
| CN109338828A (en) * | 2018-11-14 | 2019-02-15 | 湖南科技学院 | A kind of thickening shock-absorbing type high-speed railway II type track board and its construction technology |
| CN110344502A (en) * | 2019-07-15 | 2019-10-18 | 广州大学 | A kind of anti-buckling low frequency vibration isolation rubber support |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1104021A (en) * | 1993-04-09 | 1995-06-21 | 新日本制铁株式会社 | Vibration-isolation support |
| GB2362940A (en) * | 2000-06-02 | 2001-12-05 | Queensland Rubber | A vibration-isolating elastomeric bearing |
| CN2642876Y (en) * | 2003-04-09 | 2004-09-22 | 衡水丰泽工程橡胶科技开发有限公司 | Self-reset vibration resisting and reducing support base |
| CN1560395A (en) * | 2004-03-04 | 2005-01-05 | 华中科技大学 | Three-dimemsional vibration insulationg system |
| CN201306028Y (en) * | 2008-12-10 | 2009-09-09 | 山东美晨科技股份有限公司 | Building shock insulation rubber support |
-
2014
- 2014-09-05 CN CN201410450439.4A patent/CN104234203B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1104021A (en) * | 1993-04-09 | 1995-06-21 | 新日本制铁株式会社 | Vibration-isolation support |
| GB2362940A (en) * | 2000-06-02 | 2001-12-05 | Queensland Rubber | A vibration-isolating elastomeric bearing |
| CN2642876Y (en) * | 2003-04-09 | 2004-09-22 | 衡水丰泽工程橡胶科技开发有限公司 | Self-reset vibration resisting and reducing support base |
| CN1560395A (en) * | 2004-03-04 | 2005-01-05 | 华中科技大学 | Three-dimemsional vibration insulationg system |
| CN201306028Y (en) * | 2008-12-10 | 2009-09-09 | 山东美晨科技股份有限公司 | Building shock insulation rubber support |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104896944A (en) * | 2015-04-23 | 2015-09-09 | 浙江海洋学院 | Support mechanism of blower of shell calciner |
| CN108661187A (en) * | 2018-05-22 | 2018-10-16 | 河海大学 | A kind of bearing and its working method of adaptive uneven settlement of foundation |
| CN108661187B (en) * | 2018-05-22 | 2020-01-24 | 河海大学 | Support for self-adaptive differential settlement of foundation and working method thereof |
| CN109338828A (en) * | 2018-11-14 | 2019-02-15 | 湖南科技学院 | A kind of thickening shock-absorbing type high-speed railway II type track board and its construction technology |
| CN110344502A (en) * | 2019-07-15 | 2019-10-18 | 广州大学 | A kind of anti-buckling low frequency vibration isolation rubber support |
| CN110344502B (en) * | 2019-07-15 | 2021-10-26 | 广州大学 | Buckling-restrained low-frequency vibration isolation rubber support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104234203B (en) | 2016-06-15 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: isolation bearing Effective date of registration: 20210630 Granted publication date: 20160615 Pledgee: Jining Yanzhou sub branch of Postal Savings Bank of China Pledgor: SHANDONG THE CLASSIC HEAVY INDUSTRY GROUP Co.,Ltd. Registration number: Y2021980005579 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 272199 Chuangye Road West Shou Road North, Economic Development Zone, Yanzhou City, Jining City, Shandong Province Patentee after: Classic Heavy Industry Group Co.,Ltd. Address before: 272199 Chuangye Road West Shou Road North, Economic Development Zone, Yanzhou City, Jining City, Shandong Province Patentee before: SHANDONG THE CLASSIC HEAVY INDUSTRY GROUP Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |