CN103276665A - Plate-type rubber support - Google Patents

Plate-type rubber support Download PDF

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Publication number
CN103276665A
CN103276665A CN2013101957561A CN201310195756A CN103276665A CN 103276665 A CN103276665 A CN 103276665A CN 2013101957561 A CN2013101957561 A CN 2013101957561A CN 201310195756 A CN201310195756 A CN 201310195756A CN 103276665 A CN103276665 A CN 103276665A
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CN
China
Prior art keywords
steel plate
steel
plate
laminated rubber
rubber bearing
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.)
Granted
Application number
CN2013101957561A
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Chinese (zh)
Other versions
CN103276665B (en
Inventor
国巍
余志武
刘汉云
彭秒培
刘鹏
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Central South University
National Engineering Laboratory for High Speed Railway Construction Technology
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Central South University
National Engineering Laboratory for High Speed Railway Construction Technology
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Application filed by Central South University, National Engineering Laboratory for High Speed Railway Construction Technology filed Critical Central South University
Priority to CN201310195756.1A priority Critical patent/CN103276665B/en
Publication of CN103276665A publication Critical patent/CN103276665A/en
Application granted granted Critical
Publication of CN103276665B publication Critical patent/CN103276665B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a plate-type rubber support. The plate-type rubber support comprises an upper connecting steel plate (1) and a lower connecting steel plate (2). Half round steel sleeves (4) are arranged between the upper connecting steel plate (1) and the lower connecting steel plate (2), and two half round steel sleeves are clamped face to face to form a whole round steel sleeve. A rubber support (6) is arranged in the whole round steel sleeve (4). A detachable jack (8) and a partial load steel column (9) are further arranged between the upper connecting steel plate (1) and the lower connecting steel plate (2). The plate-type rubber support has the advantages of being convenient to replace and small in replacing jacking amount, being obviously prevented from losing stability and toppling, and obviously avoiding energy consumption.

Description

A kind of laminated rubber bearing
Technical field
The present invention relates to a kind of bearing, be specifically related to a kind of removable laminated rubber bearing that has.
Background technology
In recent decades, subtract vibration isolating suspension and subtract the important measures of vibration isolation as bridge, obtained increasing attention, and obtained great development.Various support style layers go out not ask, and wherein laminated rubber bases has obtained using widely.Laminated rubber bases is when meeting with earthquake or great vibratility and impact, and rubber layer is consumed energy in deformation process, and damping is provided, and resets after shake.But in view of the substantive characteristics of elastomeric material, neoprene bearing is in the field work state for a long time in addition, and poor durability, maintenance difficulty often need to change.When changing, need the jacking back timber, the jacking amount is excessive to have certain influence to building intensity, and marquis's destructive power is excessive sometimes, causes the distortion of bearing fastening bolt, makes that the bearing replacement difficulty of construction is big.In addition, under big shake effect, only depend on the effect of rubber deformation power consumption not obvious, topple because being out of shape the excessive top beam body unstability that makes easily, when serious Luo Liang may take place, the major accident of the frame that falls.Thereby existing support style demanded urgently improving.
Summary of the invention
In order to remedy the defective of prior art, patent of the present invention provides a kind of removable laminated rubber bearing that has, can have good energy dissipation capacity under the shake effect doughtily, after destroying, it also is convenient to change, the jacking amount is little in the replacing process simultaneously, engineering time is short, can effectively reduce Luo Liang, security incident such as the frame that falls takes place.It has tangible economy and practical value.
In order to realize above-mentioned technical purpose, the technical scheme of patent of the present invention is, the present invention is a kind of laminated rubber bearing, comprise connect steel plate with under be connected steel plate, last connection steel plate with under be connected and be provided with the half rounds sleeve between the steel plate, two half rounds sleeves are provided with neoprene bearing to being fastened as the full circle steel bushing in the full circle steel bushing, on connect steel plate with under be connected and also be provided with dismounting jack and load sharing steel cylinder between the steel plate.
The present invention is that also the inwall of full circle steel bushing is provided with the marmem ball.
The present invention is that also the marmem ball is in length and breadth on the inwall that is set in qually spaced in the full circle steel bushing.
The present invention also is, also is provided with the reinforcement steel plate in the neoprene bearing.
The present invention is that also the position correspondence of two half rounds sleeve make-ups is provided with locating slot.
The present invention is that also locating slot is near last connection steel plate and/or connection steel plate setting down.
The present invention is that also arranging in the locating slot fixedly has limiting plate.
The present invention is that also limiting plate is connected on the upper surface and/or soffit of neoprene bearing.
The present invention is that also limiting plate is provided with and connects connector up and down.
The present invention also is, on to connect steel plate and/or connect steel plate down be rectangular slab.
The present invention also is, on four angle parts that connect steel plate and/or connect steel plate down be provided with load sharing steel cylinder.
The present invention is that also the axis of load sharing steel cylinder is provided with stay bolt.
The present invention also is, is provided with the dismounting jack between two load sharing steel cylinders.
The present invention also is, is provided with the dismounting jack between one group of symmetrically arranged two load sharing steel cylinder.
The present invention also is, the upper and lower of dismounting jack connect respectively steel plate with under be connected steel plate.
Patent beneficial effect of the present invention is:
A, have good energy dissipation capacity under the shake effect doughtily, also be convenient to change after it destroys, the jacking amount is little in the replacing process simultaneously, and the engineering time is short, and security incidents such as load sharing steel cylinder can effectively reduce Luo Liang, the frame that falls take place.Solved the part difficult problem of existing neoprene bearing, it has tangible economy and practical value.
B, arranged load sharing steel cylinder respectively at neoprene bearing four jiaos, it can share the performance that the bearing upper load does not influence bearing again at ordinary times, and can prevent that neoprene bearing distortion is excessive and cause the superstructure unstability and topple, when neoprene bearing under shake effect or outside thump doughtily destroys and when needing to change, the limiting plate of both sides then only need come loose, utilize prior specific placement in a small amount of jacking superstructure of simple and easy dismounting jack of bearing both sides then, can take out ruinate neoprene bearing changes, the marmem ball that is arranged in addition in the half rounds sleeve can realized energy by collision under the shake effect doughtily, the energy-dissipating property under the macroseism of raising bearing.Patent of the present invention have change convenient, to change the jacking amount little, the anti-unstability outstanding feature of toppling, consume energy.
Below in conjunction with accompanying drawing patent of the present invention is described further.
Description of drawings
Fig. 1 is the schematic diagram with removable laminated rubber bearing of the embodiment of the invention;
Fig. 2 is the sectional view of A-A among Fig. 1;
Fig. 3 is the sectional view of B-B among Fig. 1;
Fig. 4 is the sectional view of C-C among Fig. 1;
Fig. 5 is the sectional view of D-D among Fig. 1;
Fig. 6 is the graphics of limiting plate 3;
Fig. 7 is the graphics of half rounds sleeve 4;
Wherein 1 is last connection steel plate, and 2 for connecting steel plate down, and 3 is limiting plate, and 4 is the half rounds sleeve, and 5 is the reinforcement steel plate, and 6 is neoprene bearing, and 7 is the marmem ball, and 8 are the dismounting jack, and 9 is load sharing steel cylinder, and 10 is stay bolt.
The specific embodiment
Below to the further specifying of patented technology content of the present invention, but it is not restriction to patent flesh and blood of the present invention.
Fig. 1 is the schematic diagram with removable laminated rubber bearing of the embodiment of the invention; Fig. 2 is the sectional view of A-A among Fig. 1; Fig. 3 is the sectional view of B-B among Fig. 1; Fig. 4 is the sectional view of C-C among Fig. 1; Fig. 5 is the sectional view of D-D among Fig. 1; Fig. 6 is the graphics of limiting plate 3; Fig. 7 is the graphics of half rounds sleeve 4; As described in Fig. 1-7, laminated rubber bearing comprise connect steel plate 1 with under be connected steel plate 2, last connection steel plate 1 with under be connected and be provided with half rounds sleeve 4 between the steel plate 2, two half rounds sleeves are to being fastened as the full circle steel bushing, be provided with neoprene bearing 6 in the full circle steel bushing 4, on connect steel plate 1 with under be connected and also be provided with dismounting jack 8 and load sharing steel cylinder 9 between the steel plate 2.The inwall of full circle steel bushing is provided with marmem ball 7.Marmem ball 7 is in length and breadth on the inwall that is set in qually spaced in the full circle steel bushing.Also be provided with reinforcement steel plate 5 in the neoprene bearing 6.The position correspondence of two half rounds sleeve make-ups is provided with locating slot.Locating slot is near last connection steel plate 1 and/or connection steel plate 2 settings down.Arrange in the locating slot limiting plate 3 is fixedly arranged.Limiting plate 3 is connected on the upper surface and/or soffit of neoprene bearing 6.Limiting plate 3 is provided with and connects connector up and down.Last connection steel plate 1 and/or following connection steel plate 2 are rectangular slab.Last connection steel plate 1 and/or following four angle parts that connect steel plate 2 are provided with load sharing steel cylinder 9.The axis of load sharing steel cylinder 9 is provided with stay bolt 10.Be provided with dismounting jack 8 between two load sharing steel cylinders 9.Be provided with dismounting jack 8 between one group of symmetrically arranged two load sharing steel cylinder 9.The dismounting jack 8 the upper and lower connect respectively steel plate 1 with under be connected steel plate 2.
Bearing arranges the replacing direction, can only take out along this direction after bearing destroys.Bearing connects steel plate 2 up and down and the structure employing is welded to connect.Four jiaos of neoprene bearing 6 are respectively arranged with load sharing steel cylinder 9, load sharing steel cylinder 9 with under be connected steel plate 2 and connect by stay bolt 10, stay bolt 10 tops are concordant with load sharing steel cylinder 9 tops, load sharing steel cylinder 9 with on be connected steel plate 1 and separate.Total bearing capacity of four load sharing steel cylinders 9 is less times greater than the bearing capacity of neoprene bearing 6.The bearing both sides are provided with easy dismounting jack 8, and its jacking lower limit is highly equal with load sharing steel cylinder 9.Be welded with marmem ball 7 on the half rounds sleeve 4 of encirclement neoprene bearing 6,6 of marmem ball 7 and neoprene bearings leave the space, and the shake of little earthquake centre does not contact down, just bump under the big shake, and gap value calculates to be determined.Consider the friendly of replacing, adopt the displacement of limiting plate 3 restriction neoprene bearings 6 and peripheral steel bushing, limiting plate 3 adopts the ladder circular shapes, and limiting plate 3 connects in connecting steel plate 2 bolts up and down.Half rounds sleeve 4 is provided with breach, and breach just is being better than limiting plate 3 to be agreed with.
Have removable laminated rubber bearing 6 comprise connect steel plate 2, limiting plate 3, half rounds sleeve 4, reinforcement steel plate 5, neoprene bearing 6, marmem ball 7, dismounting jack 8, load sharing steel cylinder 9 up and down, stay bolt 10 is formed.Arranged load sharing steel cylinder 9 respectively at described neoprene bearing 6 four jiaos, load sharing steel cylinder 9 is anchored on down by stay bolt 10 and connects steel plate 2, with on be connected between the steel plate 1 and then separate, both sides along the bearing replacement direction are provided with simple and easy dismounting jack 8, neoprene bearing 6 peripheries are enclosed with semicircle steel bushing, be welded with marmem ball 7 on the steel bushing, neoprene bearing 6 and semicircle steel bushing are fixing by ladder arc limiting plate 3,3 of limiting plates by bolton in connecting up and down on the steel plate 2.Thereby constitute the laminated rubber bearing 6 of easy removable and replaceable.Patent of the present invention has the characteristics such as convenient, that replacing jacking amount is little, and anti-unstability is toppled, consumed energy significantly, practical value is good of changing.The bearing both sides are provided with easy dismounting jack 8, and its jacking lower limit is highly equal with load sharing steel cylinder 9.Be welded with marmem ball 7 on the half rounds sleeve 4 of encirclement neoprene bearing 6,6 of marmem ball 7 and neoprene bearings leave the space, and the shake of little earthquake centre does not contact down, just bump under the big shake, and gap value calculates to be determined.Consider the friendly of replacing, adopt the displacement of limiting plate 3 restriction neoprene bearings 6 and peripheral steel bushing, limiting plate 3 adopts the ladder circular shapes, and limiting plate 3 connects in connecting steel plate 2 bolts up and down.
Patented technology of the present invention is applicable to that bridge subtracts vibration isolation, as shown in Figure 1, the size of neoprene bearing is definite by analyzing according to the stress performance of top beam body, generally be taken as 120cm * 100cm * 40cm, the thickness that wherein connects steel plate up and down is 5cm, load sharing steel cylinder with under be connected steel plate and connect by stay bolt, the stay bolt top is concordant with load sharing steel cylinder top, load sharing steel cylinder with on be connected steel plate and separate, total bearing capacity of four load sharing steel cylinders is less times greater than the bearing capacity of neoprene bearing, the simple and easy dismounting jack that the bearing both sides arrange, its jacking value lower limit equate with load sharing steel cylinder height, are welded with the marmem ball on the half rounds sleeve of encirclement neoprene bearing, leave the space between marmem ball and neoprene bearing, the shake of little earthquake centre does not contact down, and big shake just bumps down, and gap value calculates to be determined.2mm~the 5mm of being separated by between two half rounds sleeves.Used steel plate all adopts the HRB335 structural section among the figure, the moulding of used member prefabrication, on-the-spot assembling splicing.
Preparation method with removable laminated rubber bearing:
1, connects on the steel plate 1 under at first load sharing steel cylinder 9 is fixed in by stay bolt 10;
2, limiting plate 3 is fixed in following the connection on the steel plate 1 by bolt 10;
3, half rounds sleeve 4 and neoprene bearing 5 are installed, are made half rounds sleeve 4 and neoprene bearing 5 equal build-ins in 3 of two limiting plates that are connected down on the steel plate 1;
4, weld simple and easy dismounting jack 8, regulate the elemental height of simple and easy dismounting jack, make its jacking value lower limit equate with load sharing steel cylinder height;
5, close and go up to connect steel plate 2, insert upper limit plate 3 from both sides, be tightened against with bolt and connect on the steel plate 2, removable laminated rubber bearing is assembled and is finished since then.

Claims (10)

1. laminated rubber bearing, it is characterized in that, comprise connect steel plate (1) with under be connected steel plate (2), last connection steel plate (1) with under be connected and be provided with half rounds sleeve (4) between the steel plate (2), two half rounds sleeves are to being fastened as the full circle steel bushing, be provided with neoprene bearing (6) in the full circle steel bushing (4), on connect steel plate (1) with under be connected and also be provided with dismounting jack (8) and load sharing steel cylinder (9) between the steel plate (2).
2. laminated rubber bearing according to claim 1 is characterized in that, the inwall of full circle steel bushing is provided with marmem ball (7).
3. laminated rubber bearing according to claim 2 is characterized in that, marmem ball (7) is in length and breadth on the inwall that is set in qually spaced in the full circle steel bushing.
4. laminated rubber bearing according to claim 1 is characterized in that, also is provided with reinforcement steel plate (5) in the neoprene bearing (6).
5. laminated rubber bearing according to claim 1 is characterized in that, the position correspondence of two half rounds sleeve make-ups is provided with locating slot.
6. laminated rubber bearing according to claim 5 is characterized in that, locating slot is near last connection steel plate (1) and/or connection steel plate (2) setting down.
7. laminated rubber bearing according to claim 6 is characterized in that, arranging in the locating slot fixedly has limiting plate (3).
8. laminated rubber bearing according to claim 7 is characterized in that, limiting plate (3) is connected on the upper surface and/or soffit of neoprene bearing (6).
9. laminated rubber bearing according to claim 7 is characterized in that, limiting plate (3) is provided with and connects connector up and down.
10. according to each described laminated rubber bearing in the claim 1 to 9, it is characterized in that, on connect steel plate (1) and/or connect down steel plate (2) and be rectangular slab; Perhaps go up four angle parts that connect steel plate (1) and/or connect steel plate (2) down and be provided with load sharing steel cylinder (9); Perhaps the axis of load sharing steel cylinder (9) is provided with stay bolt (10); Perhaps be provided with dismounting jack (8) between two load sharing steel cylinders (9); Perhaps be provided with dismounting jack (8) between one group of symmetrically arranged two load sharing steel cylinder (9); The upper and lower of perhaps dismantling jack (8) connect respectively steel plate (1) with under be connected steel plate (2).
CN201310195756.1A 2013-05-23 2013-05-23 Plate-type rubber support Expired - Fee Related CN103276665B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310195756.1A CN103276665B (en) 2013-05-23 2013-05-23 Plate-type rubber support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310195756.1A CN103276665B (en) 2013-05-23 2013-05-23 Plate-type rubber support

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CN103276665B CN103276665B (en) 2015-03-11

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677557A (en) * 2017-03-10 2017-05-17 中国机械工业集团有限公司 Supporting protective structure capable of replacing large air spring through jacking and construction technique
CN114541284A (en) * 2022-02-28 2022-05-27 浙江交工金筑交通建设有限公司 Construction method of bracket system for replacing bridge plate type rubber support

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08246418A (en) * 1995-03-07 1996-09-24 Kawaguchi Kinzoku Kogyo Kk Elastic bearing device for structure
JP2003176851A (en) * 2001-12-12 2003-06-27 Kawaguchi Metal Industries Co Ltd Laminated rubber support
JP2004019681A (en) * 2002-06-12 2004-01-22 Toyo Tire & Rubber Co Ltd Laminated rubber support device and its manufacturing method
CN2767491Y (en) * 2005-02-25 2006-03-29 衡水橡胶股份有限公司 Memory type vibration damping and isolating laminated rubber bearing
CN203320404U (en) * 2013-05-23 2013-12-04 中南大学 Plate-type rubber support

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08246418A (en) * 1995-03-07 1996-09-24 Kawaguchi Kinzoku Kogyo Kk Elastic bearing device for structure
JP2003176851A (en) * 2001-12-12 2003-06-27 Kawaguchi Metal Industries Co Ltd Laminated rubber support
JP2004019681A (en) * 2002-06-12 2004-01-22 Toyo Tire & Rubber Co Ltd Laminated rubber support device and its manufacturing method
CN2767491Y (en) * 2005-02-25 2006-03-29 衡水橡胶股份有限公司 Memory type vibration damping and isolating laminated rubber bearing
CN203320404U (en) * 2013-05-23 2013-12-04 中南大学 Plate-type rubber support

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677557A (en) * 2017-03-10 2017-05-17 中国机械工业集团有限公司 Supporting protective structure capable of replacing large air spring through jacking and construction technique
CN106677557B (en) * 2017-03-10 2019-03-12 中国机械工业集团有限公司 A kind of support protection structure and construction technology rising top replacement large-scale air spring
CN114541284A (en) * 2022-02-28 2022-05-27 浙江交工金筑交通建设有限公司 Construction method of bracket system for replacing bridge plate type rubber support

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Granted publication date: 20150311

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