CN203200650U - V-shaped guide rail structure unidirectional support - Google Patents
V-shaped guide rail structure unidirectional support Download PDFInfo
- Publication number
- CN203200650U CN203200650U CN 201320189740 CN201320189740U CN203200650U CN 203200650 U CN203200650 U CN 203200650U CN 201320189740 CN201320189740 CN 201320189740 CN 201320189740 U CN201320189740 U CN 201320189740U CN 203200650 U CN203200650 U CN 203200650U
- Authority
- CN
- China
- Prior art keywords
- sliding pair
- support
- guide rail
- bearing
- shaped guide
- 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 - Lifetime
Links
Images
Abstract
The utility model discloses a V-shaped guide rail structure unidirectional support which comprises a support upper part, a sliding pair and a support lower part. The sliding pair is positioned between the support upper part and the support lower part; the sliding pair comprises an upper component and a lower component; the upper component of the sliding pair is fixedly connected with the support upper part; the lower component of the sliding pair is fixedly connected with the support lower part; and the upper component and the lower component of the sliding pair are matched positive V-shaped guide rail structures or inverted V-shaped guide rail structures. According to the utility model, an existing guide structure is simplified, horizontal stress is more stable and load impact is reduced; meanwhile, in the non-sliding direction, under the action of outside horizonal acting forces which are over a designed horizontal force, such as earthquakes and the like, the V-shaped guide rail structures can enable slippage to be generated between the support upper part structure and the support lower part structure in the horizontal direction, lifts up a bridge, has an effect of storing potential energy and takes a certain buffering effect so as to reduce the damage which is possibly caused to the support and the bridge under the undesigned working condition.
Description
Technical field
The utility model relates to the parts of Structural Engineerings such as a kind of bridge, building, specifically is a kind of V-way structure one-way type bearing.
Background technology
Bearing is one of parts of being most widely used of current bridge engineering, their effect is that the concentrated counter-force with the beam-ends fulcrum passes to pier more equably, guarantee that simultaneously bridge span structure is when bearing load or variations in temperature, can adapt to the distortion that this variation brings, namely freely rotating with the level of an end of end stretched.The flexible of level mainly adapts to by one-way support, the restriction displacement vertical with flexible direction simultaneously.The guide rail that present one-way type bearing adopts, its vertical carrying and horizontal bearing are orthogonal two planes, and this type guide rail structure is comparatively complicated, and there is certain impact in horizontal bearing.
In the prior art, application number is that 201120030548.2 Chinese utility model patent discloses a kind of railroad bridge with unidirectional sliding-type vibration isolating suspension, comprises upper base plate, vibration isolation rubber body and following seat board; Upper base plate is interlock U-shaped with following seat board, upper and lower seat board two ends have the block of protrusion respectively, constitute horizontal force resistant mechanism, and paste at the guiding stainless steel slide plate on the upper base plate block and the low friction of the guiding slide plate that is embedded on the seat board block down and constitute the guiding friction pair; Vibration isolation rubber body between upper base plate and following seat board has upper sealing plate and following shrouding; The plane stainless steel slide plate that pastes in the upper base plate bottom surface constitutes the planar friction pair with the plane low friction slide plate that is embedded in the upper sealing plate; Following shrouding is connected as a single entity with following seat board.Application number is that 201220045327.7 Chinese utility model patent discloses the horizontal spacing-type shock insulation rubber bearing of a kind of unidirectional slip, upper bracket steel plate and undersetting steel plate are set, a seat body is set between upper bracket steel plate and the undersetting steel plate, seat body comprises laminated rubber, and therebetween is established the multilayer steel plate of putting more energy into; Laminated rubber arranges top steel plate and end steel plate in both sides up and down; The below of undersetting steel plate arranges the lower slider steel plate; The friction slide plate is inlayed in the bottom surface of undersetting steel plate; The end face welding mirror face stainless steel plate of lower slider steel plate; The undersetting steel plate arranges spacing briquetting respectively on the both sides of glide direction on the mirror face stainless steel plate, lower slider steel plate.Above-mentioned existing guiding sliding technology one-way type bearing, structure are comparatively complicated, and there is certain impact in horizontal bearing, is further improved.
The utility model content
The purpose of this utility model is exactly in order to overcome the defective that prior art exists, a kind of simple in structure, the shock-free V-way structure one-way of horizontal bearing type bearing to be provided.
The purpose of this utility model is achieved through the following technical solutions: described V-way structure one-way type bearing, comprise bearing top, sliding pair and bearing bottom, described sliding pair is between bearing top and bearing bottom, sliding pair comprises upper member and lower member, the upper member of described sliding pair is fixedlyed connected with bearing top, the lower member of described sliding pair is fixedlyed connected with the bearing bottom, and the upper member of described sliding pair and lower member are just " V " the shape guide rail structure that cooperatively interacts or " V " shape guide rail structure that falls.
Described V-way structure one-way type bearing can be used for bridge or other construction work.Described sliding pair is V-shaped, and the upper member of described sliding pair and lower member are antifriction material wearing plates such as mirror face stainless steel plate or PTFE, and pairing is used.Described bearing top has the structure that matches with sliding pair with the one side that the bearing bottom is connected with sliding pair.The inclined-plane of " V " shape guide rail structure and the corner dimension between the horizontal plane can be according to the sizes of design level power, and consider that design safety factor designs, and horizontal force is more big, and then angle is more big, its angular range be greater than 0 °, less than 90 °.
Compared with prior art, the utility model has been simplified existing guide frame, is integrated into one group of slide plane that bears vertical load and transverse load simultaneously with bearing one group of vertical load and one group of slide plane bearing horizontal load.Owing to eliminated the horizontal direction gap between the existing guide rail structure slide plane, make level stressed more steady, reduced load impacting, simultaneously, non-glide direction surpasses under the extraneous horizontal applied force of design level power in earthquake etc., the V-way structure can make and produce slippage between bearing superstructure and the substructure in the horizontal direction, and bridge lifted, effect with storage of potential energy, play certain cushioning effect, and then reduce the destruction that bearing may be subjected at off-design behaviour undersetting itself and bridge.
Description of drawings
Fig. 1 is down the structural representation of the V-way structure one-way type bearing of " V " shape;
Fig. 2 is the structural representation of the V-way structure one-way type bearing of just " V " shape.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described further.
Fig. 1 has provided the schematic diagram of " V " shape guide rail structure of the utility model V-way structure one-way type bearing, and the utility model is Structural Engineerings such as a kind of bridge, building V-way structure one-way type bearings, and the cross section of guide rail is down " V " shape.Described V-way structure one-way type bearing, comprise bearing top 1, sliding pair and bearing bottom 4, described sliding pair is between bearing top 1 and bearing bottom 4, sliding pair comprises upper member 2 and lower member 3, the upper member 2 of described sliding pair is fixedlyed connected with bearing top 1, the lower member 3 of described sliding pair is fixedlyed connected with bearing bottom 4, the upper member 2 of described sliding pair and lower member 3 " V " shape guide rail structure for cooperatively interacting.The upper member 2 of described sliding pair and lower member 3 are mirror face stainless steel plate (also can be antifriction material wearing plates such as PTFE), and pairing is used.Described bearing top 1 has the structure that matches with sliding pair with the one side that bearing bottom 4 is connected with sliding pair.Inclined-plane and the angle between the horizontal plane of " V " shape guide rail structure are 10 °, and its size is the size according to design level power, and consider design safety factor, design.
Fig. 2 has provided the schematic diagram of just " V " shape guide rail structure of the utility model V-way structure one-way type bearing, and the cross section of described guide rail just is being " V " shape, and other structure is same as the previously described embodiments, no longer describes in detail.
Described V-way structure one-way type bearing can be used for bridge or other construction work.
The above is preferred embodiment of the present utility model only, is not limited to the utility model, and for a person skilled in the art, the utility model can have various changes and variation.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., all be included within the protection domain of the present utility model.
Claims (4)
1. V-way structure one-way type bearing, comprise bearing top (1), sliding pair and bearing bottom (4), described sliding pair is positioned between bearing top (1) and bearing bottom (4), sliding pair comprises upper member (2) and lower member (3), the upper member of described sliding pair (2) is fixedlyed connected with bearing top (1), the lower member of described sliding pair (3) is fixedlyed connected with bearing bottom (4), it is characterized in that the upper member of described sliding pair (2) and lower member (3) are just " V " the shape guide rail structure that cooperatively interacts or " V " shape guide rail structure that falls.
2. V-way structure one-way type bearing as claimed in claim 1 is characterized in that described sliding pair is V-shaped.
3. V-way structure one-way type bearing as claimed in claim 1 is characterized in that, inclined-plane and the corner dimension between the horizontal plane of described " V " shape guide rail structure are greater than 0 ° and less than 90 °.
4. V-way structure one-way type bearing as claimed in claim 1 is characterized in that, mirror face stainless steel plate or PTFE antifriction material wearing plate that the upper member of described sliding pair (2) and lower member (3) use for pairing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320189740 CN203200650U (en) | 2013-04-16 | 2013-04-16 | V-shaped guide rail structure unidirectional support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320189740 CN203200650U (en) | 2013-04-16 | 2013-04-16 | V-shaped guide rail structure unidirectional support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203200650U true CN203200650U (en) | 2013-09-18 |
Family
ID=49144774
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320189740 Expired - Lifetime CN203200650U (en) | 2013-04-16 | 2013-04-16 | V-shaped guide rail structure unidirectional support |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203200650U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108457173A (en) * | 2017-02-18 | 2018-08-28 | 湖北建科结构加固有限责任公司 | The " V " shape support style of beam |
WO2021093645A1 (en) * | 2019-11-11 | 2021-05-20 | 徐園植 | Locking type anti-rollover bridge support |
DE102020201078A1 (en) | 2020-01-29 | 2021-07-29 | Maurer Engineering Gmbh | Structural plain bearings and structural support system |
-
2013
- 2013-04-16 CN CN 201320189740 patent/CN203200650U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108457173A (en) * | 2017-02-18 | 2018-08-28 | 湖北建科结构加固有限责任公司 | The " V " shape support style of beam |
WO2021093645A1 (en) * | 2019-11-11 | 2021-05-20 | 徐園植 | Locking type anti-rollover bridge support |
DE102020201078A1 (en) | 2020-01-29 | 2021-07-29 | Maurer Engineering Gmbh | Structural plain bearings and structural support system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103469919B (en) | A kind of bidirectional rolling pendulum shock isolating pedestal | |
CN203593949U (en) | Multifunctional anti-seismic beam-falling-off prevention device | |
CN203200650U (en) | V-shaped guide rail structure unidirectional support | |
CN204825621U (en) | Connecting rod resistance to plucking device of multidirectional active type support | |
CN104032847A (en) | Composite earthquake isolating support seat based on displacement control | |
CN104032670B (en) | A kind of large corner high friction antivibration support | |
CN103397596B (en) | A kind of friction pendulum vibration absorption and isolation support possessing tension and suppress to reverse function | |
CN203514560U (en) | Two-way-rolling swing shock insulation supporting base | |
CN203346783U (en) | Earthquake-reduction and seismic-isolation bridge structural system comprising buckling restrained braces and seismic-isolation rubber bearings | |
CN203247501U (en) | Energy dissipation seismic mitigation and absorption pot bearing | |
CN202688867U (en) | E-type steel damping energy-dissipating ball type steel bridge support | |
CN202744944U (en) | High-friction seismic reduction and isolation support | |
CN202164707U (en) | Anti-overturn shock insulation rubber support | |
CN205136436U (en) | Make an uproar mechanism and mistake proofing potential drop leaf spring of making an uproar falls in mistake proofing position leaf spring tip | |
CN204491885U (en) | Super-elasticity Self-resetting energy-dissipating device | |
CN203559337U (en) | Novel tensile shock-insulation device | |
CN204266112U (en) | A kind of U-shaped damper bearing shock-damping structure | |
CN202099875U (en) | Shape memory alloy self-resetting multidimensional shock insulation support | |
CN204755697U (en) | Multidirectional damping shock absorber | |
CN202164536U (en) | Anti-overturn shock insulation rubber support for bridge | |
CN203462481U (en) | Building foundation | |
CN204849572U (en) | Novel from isolation bearing that restores to throne | |
CN103352421A (en) | Seismic mitigation and absorption bridge structural system with buckling restrained support and seismic isolation rubber bearings | |
CN205917590U (en) | Large -scale aseismatic bearing for bridge | |
CN203021918U (en) | Ball-shaped steel support |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20130918 |