CN1715574A - Slide type multiple dimension shock-proof device - Google Patents
Slide type multiple dimension shock-proof device Download PDFInfo
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- CN1715574A CN1715574A CNA2005100408312A CN200510040831A CN1715574A CN 1715574 A CN1715574 A CN 1715574A CN A2005100408312 A CNA2005100408312 A CN A2005100408312A CN 200510040831 A CN200510040831 A CN 200510040831A CN 1715574 A CN1715574 A CN 1715574A
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- isolating pedestal
- shock isolating
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Abstract
The present invention provides a kind of sliding multidimensional vibration isolator, and belongs to the field of shockproof technology for civil engineering building. The sliding multidimensional vibration isolator consists of lower vibration isolating seat board, coating layer of low friction coefficient material, energy consuming steel plate, pre-pressing spring, round steel sliding block, ring sliding plate, upper vibration isolating seat board, upper round steel connecting block, anchor rib, pre-stretching spring and welding seam. The present invention has the advantages of simple structure, low cost, high durability, high vibration isolating and energy consuming effect, easy construction and other advantages, and may be used widely in building, structure and bridge structure.
Description
One, technical field
The invention belongs to civil engineering work thing anti-seismic technology field, be specifically related to a kind of slide type multiple dimension shock-proof device.
Two, background technology
Earthquake isolating equipment at building aseismicity has two big classes at present, one class is to be deformed into the representative earthquake isolating equipment with lateral flexibility, as rubber vibration isolation device, lead-rubber shock insulation pad, have energy dissipation capacity and certain spacing ability preferably, but have problems such as durability deficiency, deformability is limited, cost is higher relatively.Another kind of is to be the earthquake isolating equipment of form with the slippage, as with ball, roller bearing, gravel as earthquake isolating equipment of gliding material etc., compare this class device with the former and have usually that bearing capacity height, cost are low, good endurance, making characteristic of simple, but also have some problems: promptly or do not have the spacing and auto-reset function of level power consumption; Do not have horizontal isotropism, non-design direction performance performance is undesirable; Vertically do not have certain rigidity, building lifting under vertical seismic loading effectively do not controlled, do not have the vertical earthquake isolating ability.According to the investigation of Tangshan earthquake disaster and domestic and international a large amount of experimental study, can think and adopt sliding and shock isolation to have extraordinary effect for buildings in general, shock insulation layer superstructure can produce slippage with respect to substructure under big action of horizontal seismic, makes superstructure be in elastic stage substantially and avoids destroying.In adopting the sliding and shock isolation architectural study, consider a certain building, the action direction of seismic forces is unpredictable, complicated, it may be certain direction of level, even also comprise vertical direction, can not be ignored so solve the horizontal isotropism (comprising power consumption and spacing ability) and the problem of vertical earthquake isolating of slide type earthquake isolating equipment.
Three, summary of the invention
The present invention is directed to defective that at present existing earthquake isolating equipment exists the slide type multiple dimension shock-proof device of a kind of bearing capacity height, cheap, dependable performance, easy construction, good endurance is provided.
Slide type multiple dimension shock-proof device provided by the present invention connects piece (8), dowel (10), prestretching spring (11), weld seam (13) by shock isolating pedestal lower plate (12), low-friction coefficient material coat (2), power consumption steel disc (3), pre-compressed spring (4), round steel slide block (5), annulus slide plate (6), shock isolating pedestal upper plate (7), upper plate round steel and forms.Shock isolating pedestal lower plate and substructure (1) pre-embedded steel slab welds with weld seam; The shock isolating pedestal upper plate both can establish that dowel and superstructure (9) are whole waters, also can with the superstructure pre-embedded steel slab by weld seam (13) welding.The power consumption steel disc is the U type, the vertical placement, and weld seam (13) welding of an end and round steel slide block side, the other end and shock isolating pedestal lower plate medial surface are decided according to calculating needs with weld seam (13) welding, required number, and horizontal loops is to layout; The round steel slide block connects piece by the upper plate round steel and connects with being connected between the shock isolating pedestal upper plate, and type of attachment is for being threaded; The place establishes annular distance four jiaos of upper and lower plates of shock isolating pedestal, and the prestretching both ends of the spring is hinged with it respectively, makes the prestretching spring can adapt between shock isolating pedestal upper plate and the shock isolating pedestal lower plate relative displacement at horizontal any direction; That pre-compressed spring one end is placed on is fixing in the blind cylindrical hole of shock isolating pedestal lower plate, the other end welds with weld seam (13) with the annulus slide plate; Round steel slide block, shock isolating pedestal lower plate, annulus slide plate, shock isolating pedestal upper plate contact surface are coated with low-friction coefficient material (2), and the round steel slide block contacts slip with the shock isolating pedestal lower plate, and the annulus slide plate contacts slip with the shock isolating pedestal upper plate.
When adopting slide type multiple dimension shock-proof device, can choose suitable friction material and power consumption steel disc rigidity and number by building classification and local fortification intensity, select suitable prestretching spring pretension and pre-compressed spring precompression value respectively for use.Carry with little shake at wind and to do the time spent, because the effect of frictional force, earthquake isolating equipment is remained stationary.When horizontal seismic force during greater than design load, the upper and lower plate of earthquake isolating equipment produces relative slippage, drive distortion of power consumption steel disc and prestretching spring and produce diagonal distortion, the distortion of U type power consumption steel disc and oblique prestretching spring plays power consumption and restriction over-large displacement amount, and when earthquake intensity decays, because the effect of initial stiffness makes it have runback potential energy power.Though horizontal seismic force be where to, the U type power consumption steel disc that hoop is evenly arranged can be by deformation pattern co-operation separately, the spacing ability of power consumption that the general performance of U type power consumption steel disc goes out is subjected to the influence of seismic forces direction hardly; The prestretching spring that is articulated in four jiaos of shock isolating pedestal upper and lower plates simultaneously also can show identical mechanical property in horizontal all directions.When the relative slippage of level took place, the annulus slide plate slided with respect to the shock isolating pedestal upper plate, and under the effect of pre-compressed spring power, device all can be pressed designing requirement work when the form of annulus slide plate had guaranteed that it is in any slip locations.Under vertical seismic force effects, the vertical rigidity that the vertical power consumption steel disc of placing is had and the pretension of prestretching spring hour can prevent at seismic forces that shock insulation layer superstructure from producing and lift from; When earthquake up-throwing force during greater than dead load, U type power consumption steel disc produces distortion and absorbs energy, the prestretching spring tension increases (pre-compressed spring pressure reduces) simultaneously, can reduce the superstructure amount of lifting from, when superstructure fell, vertical deformation and pre-compressed spring that U type power consumption steel disc has taken place played cushioning effect jointly.
Slide type multiple dimension shock-proof device provided by the present invention has that the power consumption of simple structure, shock insulation is effective, the advantage of easy construction, because main material is steel, draws materials conveniently, and it is simple to make processing, cheap, good endurance, and exploitativeness is strong.It not only can the level of isolation any direction seismic force effects, show horizontal isotropism, and have power consumption limiting structure slippage, can make earthquake isolating equipment that enough deformabilities and certain for reset function be arranged when meeting with Seismic Design intensity by design in advance; Also have the vertical earthquake isolating effect simultaneously, can control the superstructure generation and lift from, have certain vertical earthquake isolating ability, efficiently solve the ubiquitous problem of slide type earthquake isolating equipment.It can be widely used in also can be applicable to bridge construction on interlayer shear type building, the structure.
Four, description of drawings
The sectional structure schematic diagram that Fig. 1 slide type multiple dimension shock-proof device is total
Fig. 2 slide type multiple dimension shock-proof device plane structure schematic diagram
Annulus slide plate sectional structure schematic diagram in Fig. 3 slide type multiple dimension shock-proof device
Fig. 1 is the A-A cross-sectional view of Fig. 2, and Fig. 3 is an annulus slide plate sectional structure schematic diagram in the B-B section of Fig. 1.Among the figure: 1: substructure, 2: friction material coat, 3:U type power consumption steel disc, 4: pre-compressed spring, 5: round steel slide block, 6: annulus slide plate, 7: shock isolating pedestal upper plate, 8: the upper plate round steel connects piece, 9: superstructure, 10: shock isolating pedestal upper plate dowel, 11: prestretching spring, 12: shock isolating pedestal lower plate, 13: weld seam.
Five, the specific embodiment
Shock isolating pedestal lower plate 12 is connected with substructure 1 pre-embedded steel slab and can adopts bolt to connect or by weld seam 13 welding, present embodiment adopts welding.Shock isolating pedestal upper plate 7 both can have been established dowel 10 and superstructure 9 whole watering, and also can be connected with welding of superstructure 9 pre-embedded steel slabs or bolt, and present embodiment adopts establishes dowel 10 and superstructure 9 whole watering.U type power consumption steel disc 3 numbers are six among the figure, and horizontal loops is to even layout, and an end and round steel slide block 5 lateral surfaces use weld seam 13 to weld with weld seam 13 welding, the other end and shock isolating pedestal lower plate 12 medial surfaces.U type power consumption steel disc 3 numbers also can be four or five, and are specifically optionally fixed.For ease of install and guarantee the power consumption steel disc under reciprocating load with the quality of connection of round steel slide block 5 and shock isolating pedestal lower plate 12, U type power consumption steel disc is installed and also can be installed as follows: vertically slot at round steel slide block 5 lateral surfaces and shock isolating pedestal lower plate 12 medial surfaces, groove width is slightly larger than U type power consumption steel disc 3 thickness, the groove height is slightly larger than U type power consumption steel disc 3 height, groove depth 15mm, the 3 two ends insertion groove eyelet weldings of U type power consumption steel disc connect; Or at round steel slide block 5 lateral surfaces and shock isolating pedestal lower plate 12 medial surfaces U type power consumption steel disc 3 positions are installed and vertically open 2-4 screw is installed, the U type steel disc two ends correspondence that consumes energy is opened circular hole, fixes with erection bolt.The upper plate round steel connects piece 8 one end faces and shock isolating pedestal upper plate 7 welds 13 by weld seam 13, on its cylinder external screw thread is arranged, and forms with the internal thread of round steel slide block 5 endoporus cylinders to be threaded.Under the effect of superstructure weight, round steel slide block 5 soffits contact slip with shock isolating pedestal lower plate 12 upper surfaces.Prestretching spring 11 two ends are hinged with shock isolating pedestal upper plate 7 and shock isolating pedestal lower plate 12 respectively, make prestretching spring 11 can adapt between shock isolating pedestal upper plate 7 and the shock isolating pedestal lower plate 12 relative displacement at horizontal any direction; Pre-compressed spring 4 one ends and 6 welding of annulus slide plate are fixing, one end and 12 welding of shock isolating pedestal lower plate are fixing, annulus slide plate 6 upper surfaces contact slip with shock isolating pedestal upper plate 2 soffits under pre-compressed spring 4 elastic force effects, both can play superstructure and play cushioning effect when lifting from vertically producing, not influence slippage again.Between round steel slide block 5 and the shock isolating pedestal lower plate 12 between contact surface and annulus slide plate 6 and the shock isolating pedestal upper plate 7 contact surface be coated with low-friction coefficient material 2, when the displacement of sliding and shock isolation layer occurred level, shock isolating pedestal upper plate 7 that links to each other with superstructure and round steel slide block 5 are with respect to producing relative slippage between annulus slide plate 6 that links to each other with substructure and the shock isolating pedestal lower plate 12.
Claims (2)
1, slide type multiple dimension shock-proof device, it is characterized in that this device connects piece (8), dowel (10), prestretching spring (11), weld seam (13) by shock isolating pedestal lower plate (12), low-friction coefficient material coat (2), power consumption steel disc (3), pre-compressed spring (4), round steel slide block (5), annulus slide plate (6), shock isolating pedestal upper plate (7), upper plate round steel and forms, pre-embedded steel slab in shock isolating pedestal lower plate (12) and the substructure (1) is by weld seam (13) welding, and shock isolating pedestal upper plate (7) is established dowel and put in order with superstructure (9) and water; Be provided with power consumption steel disc (3) between shock isolating pedestal upper plate (7) and the shock isolating pedestal lower plate (12), an end is connected with round steel slide block (5) lateral surface, and the other end is connected with shock isolating pedestal lower plate (12) medial surface; Round steel slide block (5) connects piece (8) by the upper plate round steel between the shock isolating pedestal upper plate (7) and is threaded with being connected; Prestretching spring (11) and shock isolating pedestal upper plate (7), shock isolating pedestal lower plate (12) are hinged; Pre-compressed spring (4) one ends are placed in the blind cylindrical hole of shock isolating pedestal lower plate (12) fixing, and the other end welds with annulus slide plate (6); Round steel slide block (5), shock isolating pedestal lower plate (12), annulus slide plate (6), shock isolating pedestal upper plate (7) contact surface are coated with the low-friction coefficient material.
2, slide type multiple dimension shock-proof device according to claim 1, the steel disc (3) that it is characterized in that consuming energy is the U type, and steel disc is vertically placed, and number can be adjusted as requested, and horizontal loops is to even layout.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100408312A CN100370087C (en) | 2005-06-30 | 2005-06-30 | Slide type multiple dimension shock-proof device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100408312A CN100370087C (en) | 2005-06-30 | 2005-06-30 | Slide type multiple dimension shock-proof device |
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| Publication Number | Publication Date |
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| CN1715574A true CN1715574A (en) | 2006-01-04 |
| CN100370087C CN100370087C (en) | 2008-02-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2005100408312A Expired - Fee Related CN100370087C (en) | 2005-06-30 | 2005-06-30 | Slide type multiple dimension shock-proof device |
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Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449067C (en) * | 2006-10-24 | 2009-01-07 | 东南大学 | Large-span structure multi-dimension isolation shock-damping rack |
| CN101769015B (en) * | 2009-12-16 | 2011-04-27 | 湖南大学 | Tensile mechanism for stack rubber shock-insulating support seats |
| CN101338628B (en) * | 2008-06-05 | 2011-08-10 | 张昌茂 | Assembled anti-knock movable house |
| CN102381524A (en) * | 2011-11-03 | 2012-03-21 | 中国电力工程顾问集团华东电力设计院 | Coal hopper bearing device |
| CN101925713B (en) * | 2008-01-24 | 2013-03-27 | 新日铁住金株式会社 | Connection metal fitting and building with the same |
| CN103255851A (en) * | 2013-04-25 | 2013-08-21 | 河南理工大学 | Shape memory alloy friction composite vibration isolator |
| CN106522375A (en) * | 2016-10-26 | 2017-03-22 | 清华大学 | Frictional pendulum sliding support |
| CN106677366A (en) * | 2015-11-06 | 2017-05-17 | 株洲时代新材料科技股份有限公司 | Tuned mass damping device |
| CN106838556A (en) * | 2017-01-19 | 2017-06-13 | 北京工业大学 | A kind of shock isolating pedestal device and its installation and removal method for shaking table model |
| CN107060106A (en) * | 2017-04-14 | 2017-08-18 | 福州市规划设计研究院 | A kind of repulsion type magnetic suspension shock isolating pedestal and its manufacture construction method |
| CN107268428A (en) * | 2017-06-24 | 2017-10-20 | 李明 | One kind has shock-absorbing function supporting bridge seat |
| CN108533013A (en) * | 2016-06-28 | 2018-09-14 | 朱保生 | Assembled transformer room and its anti-shock methods |
| CN106677053B (en) * | 2015-11-06 | 2018-09-18 | 株洲时代新材料科技股份有限公司 | A kind of girder for steel box girder bridge |
| CN110005088A (en) * | 2018-05-31 | 2019-07-12 | 黑龙江科技大学 | A kind of civil engineering slide type multiple dimension shock-proof device |
| CN111425040A (en) * | 2020-04-13 | 2020-07-17 | 东南大学 | Spring-added friction damper |
| CN112854861A (en) * | 2021-01-07 | 2021-05-28 | 万力轮胎股份有限公司 | Three-dimensional shock insulation support |
| CN113463505A (en) * | 2021-07-31 | 2021-10-01 | 徐庆利 | Bridge shock insulation support |
| CN115538636A (en) * | 2022-10-12 | 2022-12-30 | 衡水震泰隔震器材有限公司 | Anti-separation friction pendulum shock insulation support |
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| JPH10115122A (en) * | 1996-10-15 | 1998-05-06 | Shimizu Corp | Vibration-proof device |
| JPH11172956A (en) * | 1997-12-16 | 1999-06-29 | Sumitomo Metal Ind Ltd | Steel base isolating device |
| JP2000283230A (en) * | 1999-03-31 | 2000-10-13 | Kumagai Gumi Co Ltd | Base isolation device and base isolation structure |
| JP2002276194A (en) * | 2001-03-19 | 2002-09-25 | Sugimoto Kenchiku Kenkyusho:Kk | Seismic isolator |
| JP2002364705A (en) * | 2001-06-12 | 2002-12-18 | Kinji Kitada | Base isolation device |
| JP3888887B2 (en) * | 2001-12-06 | 2007-03-07 | 株式会社杉本建築研究所 | Seismic isolation device |
| CN1190573C (en) * | 2003-05-01 | 2005-02-23 | 东南大学 | Engineering structure multidimensional damping device |
| CN2804215Y (en) * | 2005-06-30 | 2006-08-09 | 安徽工业大学 | Sliding multi-dimension shock isolator |
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Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449067C (en) * | 2006-10-24 | 2009-01-07 | 东南大学 | Large-span structure multi-dimension isolation shock-damping rack |
| CN101925713B (en) * | 2008-01-24 | 2013-03-27 | 新日铁住金株式会社 | Connection metal fitting and building with the same |
| CN101338628B (en) * | 2008-06-05 | 2011-08-10 | 张昌茂 | Assembled anti-knock movable house |
| CN101769015B (en) * | 2009-12-16 | 2011-04-27 | 湖南大学 | Tensile mechanism for stack rubber shock-insulating support seats |
| CN102381524A (en) * | 2011-11-03 | 2012-03-21 | 中国电力工程顾问集团华东电力设计院 | Coal hopper bearing device |
| CN102381524B (en) * | 2011-11-03 | 2013-12-25 | 中国电力工程顾问集团华东电力设计院 | Coal hopper bearing device |
| CN103255851A (en) * | 2013-04-25 | 2013-08-21 | 河南理工大学 | Shape memory alloy friction composite vibration isolator |
| CN103255851B (en) * | 2013-04-25 | 2015-06-10 | 河南理工大学 | Shape memory alloy friction composite vibration isolator |
| CN106677053B (en) * | 2015-11-06 | 2018-09-18 | 株洲时代新材料科技股份有限公司 | A kind of girder for steel box girder bridge |
| CN106677366B (en) * | 2015-11-06 | 2019-11-26 | 株洲时代新材料科技股份有限公司 | A kind of tuning quality damping unit |
| CN106677366A (en) * | 2015-11-06 | 2017-05-17 | 株洲时代新材料科技股份有限公司 | Tuned mass damping device |
| CN108533013B (en) * | 2016-06-28 | 2022-08-30 | 国网湖北省电力有限公司襄阳供电公司 | Anti-seismic method for assembled transformer room |
| CN108533013A (en) * | 2016-06-28 | 2018-09-14 | 朱保生 | Assembled transformer room and its anti-shock methods |
| CN106522375A (en) * | 2016-10-26 | 2017-03-22 | 清华大学 | Frictional pendulum sliding support |
| CN106522375B (en) * | 2016-10-26 | 2019-03-01 | 清华大学 | Friction pendulum slip support abutment |
| CN106838556A (en) * | 2017-01-19 | 2017-06-13 | 北京工业大学 | A kind of shock isolating pedestal device and its installation and removal method for shaking table model |
| CN106838556B (en) * | 2017-01-19 | 2018-12-25 | 北京工业大学 | A kind of shock isolating pedestal device and its installation and removal method for shaking table model |
| CN107060106A (en) * | 2017-04-14 | 2017-08-18 | 福州市规划设计研究院 | A kind of repulsion type magnetic suspension shock isolating pedestal and its manufacture construction method |
| CN107060106B (en) * | 2017-04-14 | 2019-04-19 | 福州市规划设计研究院 | A kind of repulsion type magnetic suspension shock isolating pedestal and its manufacture construction method |
| CN107268428A (en) * | 2017-06-24 | 2017-10-20 | 李明 | One kind has shock-absorbing function supporting bridge seat |
| CN110005088A (en) * | 2018-05-31 | 2019-07-12 | 黑龙江科技大学 | A kind of civil engineering slide type multiple dimension shock-proof device |
| CN111425040A (en) * | 2020-04-13 | 2020-07-17 | 东南大学 | Spring-added friction damper |
| CN112854861A (en) * | 2021-01-07 | 2021-05-28 | 万力轮胎股份有限公司 | Three-dimensional shock insulation support |
| CN113463505A (en) * | 2021-07-31 | 2021-10-01 | 徐庆利 | Bridge shock insulation support |
| CN113463505B (en) * | 2021-07-31 | 2022-10-11 | 上海通亿橡塑制品有限公司 | Bridge shock insulation support |
| CN115538636A (en) * | 2022-10-12 | 2022-12-30 | 衡水震泰隔震器材有限公司 | Anti-separation friction pendulum shock insulation support |
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