CN201627139U - Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge - Google Patents
Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge Download PDFInfo
- Publication number
- CN201627139U CN201627139U CN 200920258541 CN200920258541U CN201627139U CN 201627139 U CN201627139 U CN 201627139U CN 200920258541 CN200920258541 CN 200920258541 CN 200920258541 U CN200920258541 U CN 200920258541U CN 201627139 U CN201627139 U CN 201627139U
- Authority
- CN
- China
- Prior art keywords
- tenon
- absorbing
- shock
- damping tenon
- bridge
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a cantilever-beam type shock-absorbing tenon structure for a railway simply supported beam bridge, which belongs to shock absorbing and isolating technique of bridge and building structures. The technical scheme includes that a spherical force transmission head (3) fixedly connected with a shock-absorbing tenon is arranged at the top end of the shock-absorbing tenon, and the spherical force transmission head (3) positioned inside a connecting sleeve (2) is combined with the sleeve in a matching manner; the connecting sleeve (2) is fixedly connected to the bottom of a beam body (1) to form a structure enabling the spherical force transmission head to rotate in an optional direction relatively to a sleeve body and the beam body (1); and a circular revolving body with variable sections is arranged on a working section (4) of the upper portion of the shock-absorbing tenon, an anchoring section (7) on the lower portion of the shock-absorbing tenon is fixedly connected inside a concrete abutment (6), a circular groove surrounding the shock-absorbing tenon is arranged on the upper end face of the concrete abutment (6), and a transitional sealing ring (5) is arranged inside the circular groove. The structure used for bearing horizontal loading and horizontal shifting of the beam body is capable of meeting use requirements on transverse rigidity of a bridge by a train in normal running, and has sufficient ductility in an earthquake so as to lower damage of the earthquake on the abutment.
Description
Technical field
The utility model belongs to the seismic isolation technology that subtracts of bridge and building structure, mainly proposes a kind of Simple Supported Railway Bridges beam type damping tenon structure.
Prior art
Along with the continuous intensification of the mankind to the understanding of earthquake, all kinds of buildings comprise that bridge all has higher requirement to structural seismic.It is in the junction of beam body and pier vibration absorption and isolation support to be installed that bridge subtracts seismic isolation technology, as laminated rubber bearing, pot rubber bearing, lead core rubber support etc., by changing the earthquake response that free vibration period of structure and damping reduce structure.Subtracting the traditional seismic design of isolation design replacement in the high intensity Zone employing is a kind of desirable selection.But since the neoprene bearing lateral stiffness a little less than, be difficult to satisfy the requirement of railroad bridge power performance aspect.The viscoid shock mount belongs to the viscous damping energy-dissipating device, and its shock insulation principle is the purpose that reaches absorption and dissipates vibration energy by the sticky shearing of viscoid.This class bearing generally is that interior case of bearing and bridge superstructure are fixed, and bearing outer container and bridge substructure are fixed, and change the size of the surface of shear of viscoid, can reach the purpose of regulating the bearing performance.Its damping effect is more satisfactory, but its structure and processed complex.Hyperboloid spheroidal bearer of shock absorption and insulation is the improvement to common spherical bearing, because this bearing adopts the hyperboloid structure, after the bearing horizontal restraint is disengaged during earthquake, in the occurred level displacement, because friction produces power consumption, the hyperboloid structure can change the structural vibrations cycle, the basic frequency when avoiding earthquake simultaneously.But this bearing installation dimension is bigger, uses on a large scale to be subjected to certain limitation in simply supported girder bridge.
Summary of the invention
The utility model proposes a kind of Simple Supported Railway Bridges with beam type damping tenon structure, in order to horizontal load and the horizontal movement of bearing the beam body, even the suffered horizontal seismic force of beam body reaches bridge pier by it.Its objective is to make it can satisfy under the normal operation train under earthquake, have enough ductility to reduce the harm of earthquake again to pier to reach to the instructions for use of lateral rigidity of bridge.
The utility model is to finish the technical scheme that its invention task taked to be: a kind of Simple Supported Railway Bridges is with beam type damping tenon structure, described its main body of damping tenon structure is the damping tenon, the top of described damping tenon has the ball-shaped driving head and is fixedly connected with damping tenon top, the ball-shaped driving head is in order to realize the hinged power transmission of damping tenon, the ball-shaped driving head on damping tenon top is positioned at branch sleeve and joins with sleeve kiss and combines, and makes ball-shaped driving head and branch sleeve hinged; Described branch sleeve connects firmly in beam body bottom, but constitutes the structure that the ball-shaped driving head rotates relative to cylindrical shell, beam body any direction; Its top active section of described damping tenon is a circular variable cross-section revolving body, damping tenon bottom anchoring section connects firmly in concrete pier base in pre-buried mode, have circular trough in the upper surface of concrete pier base and make circular grooved ring enclose the damping tenon, in circular trough, have the transition joint ring.
A kind of Simple Supported Railway Bridges that the utility model proposes beam type damping tenon structure has following characteristics:
(1) normal function of use: under the regular service conditions, guarantee the transmission of bridge horizontal load and the absorption of horizontal movement.
(2) cycle stretch-out function: under seismic condition, can avoid the frequency range that seismic energy is concentrated by extending structure natural vibration period, thereby reduce the seismic response of structure.
(3) energy dissipation function: under seismic condition, by the material in-fighting seimic structural response of decaying.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Among the figure: 1, beam body, 2, branch sleeve, 3, driving head, 4, damping tenon top active section, 5, the transition joint ring, 6, pier, 7, damping tenon bottom anchoring section.
The specific embodiment
With specific embodiment the utility model is illustrated in conjunction with the accompanying drawings:
As shown in Figure 1, a kind of Simple Supported Railway Bridges that the utility model proposes is with in the beam type damping tenon structure, the top of damping tenon has ball-shaped driving head 3 and is fixedly connected with the damping tenon, ball-shaped driving head 3 is in order to realize the hinged power transmission of damping tenon, the ball-shaped driving head 3 on damping tenon top is positioned at branch sleeve 2 and joins with sleeve kiss and combines, make ball-shaped driving head and branch sleeve 2 hinged, described branch sleeve 2 connects firmly in beam body 1 bottom, but constitutes the structure that the ball-shaped driving head rotates relative to cylindrical shell, beam body 1 any direction; Described damping tenon top active section 4 is a circular variable cross-section revolving body, and damping tenon bottom anchoring section 7 is imbedded in the pier 6, adopts the square-section cylinder; Have a transition joint ring 5 in the upper surface of pier 6, circular trough and ring that transition joint ring 5 is positioned at the pier upper surface enclose the damping tenon; Transition joint ring 5 adopts nonmetals, and its rigidity is between air and concrete.The material of damping tenon is a mild steel, yield strength 180～250MPa, maximum surrender plastic strain 1.5%～3%.
Claims (1)
1. a Simple Supported Railway Bridges is with beam type damping tenon structure, it is characterized in that: described its main body of damping tenon structure is the damping tenon, the top of described damping tenon has ball-shaped driving head (3) and is fixedly connected with damping tenon top, the ball-shaped driving head (3) on damping tenon top is positioned at branch sleeve (2) and joins with sleeve kiss and combines, and makes ball-shaped driving head and branch sleeve (2) hinged; Described branch sleeve (2) connects firmly in beam body (1) bottom, constitute the ball-shaped driving head relative to cylindrical shell, beam body (1) but the structure that any direction rotates; Described damping tenon top active section (4) is a circular variable cross-section revolving body, damping tenon bottom anchoring section (7) connects firmly in concrete pier base (6) in pre-buried mode, have circular trough and make circular grooved ring enclose the damping tenon in the upper surface of concrete pier base (6), in circular trough, have transition joint ring (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920258541 CN201627139U (en) | 2009-11-27 | 2009-11-27 | Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200920258541 CN201627139U (en) | 2009-11-27 | 2009-11-27 | Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201627139U true CN201627139U (en) | 2010-11-10 |
Family
ID=43058530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200920258541 Expired - Lifetime CN201627139U (en) | 2009-11-27 | 2009-11-27 | Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201627139U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153288A (en) * | 2014-09-01 | 2014-11-19 | 大连海事大学 | Combined shock absorption system of high-speed railway bridge and design method of combined shock absorption system |
| CN104278625A (en) * | 2014-10-13 | 2015-01-14 | 洛阳双瑞特种装备有限公司 | Cantilever type damping device for simply supported girder bridge of railway |
| CN105937202A (en) * | 2016-05-03 | 2016-09-14 | 北京交达铁工科技有限公司 | Separation type mild steel shock absorber |
| CN107435295A (en) * | 2017-09-19 | 2017-12-05 | 无锡圣丰建筑新材料有限公司 | Big load fixes rotary hinged seating |
| CN107503284A (en) * | 2017-08-30 | 2017-12-22 | 中铁二院工程集团有限责任公司 | A kind of design method of bridge buffering energy-consumption anti-fall girder apparatus |
| CN109610301A (en) * | 2019-01-29 | 2019-04-12 | 中铁二院工程集团有限责任公司 | Nearly tomography bridge damping energy consumption three-dimensional limit metal damping unit and installation method |
| CN110230267A (en) * | 2019-06-18 | 2019-09-13 | 中国铁建大桥工程局集团有限公司 | High-speed rail bridge damping tenon construction method |
| CN110637125A (en) * | 2015-01-24 | 2019-12-31 | 郝苏 | Connecting device for quickly assembling structural units and simultaneously providing anti-seismic and stable combination |
| CN111173192A (en) * | 2020-01-06 | 2020-05-19 | 山东建筑大学 | Large-span variable cross-section beam |
| CN114182618A (en) * | 2021-11-18 | 2022-03-15 | 中冶南方城市建设工程技术有限公司 | Deck type arch bridge one-way hinged column head joint device and installation method thereof |
| CN114481805A (en) * | 2020-09-30 | 2022-05-13 | 北京Acii工程技术有限公司 | Connecting structure for concrete member |
-
2009
- 2009-11-27 CN CN 200920258541 patent/CN201627139U/en not_active Expired - Lifetime
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153288A (en) * | 2014-09-01 | 2014-11-19 | 大连海事大学 | Combined shock absorption system of high-speed railway bridge and design method of combined shock absorption system |
| CN104278625A (en) * | 2014-10-13 | 2015-01-14 | 洛阳双瑞特种装备有限公司 | Cantilever type damping device for simply supported girder bridge of railway |
| CN104278625B (en) * | 2014-10-13 | 2016-06-29 | 洛阳双瑞特种装备有限公司 | A kind of Simple Supported Railway Bridges beam type damping device |
| CN110637125A (en) * | 2015-01-24 | 2019-12-31 | 郝苏 | Connecting device for quickly assembling structural units and simultaneously providing anti-seismic and stable combination |
| CN105937202A (en) * | 2016-05-03 | 2016-09-14 | 北京交达铁工科技有限公司 | Separation type mild steel shock absorber |
| CN107503284A (en) * | 2017-08-30 | 2017-12-22 | 中铁二院工程集团有限责任公司 | A kind of design method of bridge buffering energy-consumption anti-fall girder apparatus |
| CN107503284B (en) * | 2017-08-30 | 2019-02-12 | 中铁二院工程集团有限责任公司 | A kind of design method of bridge buffering energy-consumption anti-fall girder apparatus |
| CN107435295A (en) * | 2017-09-19 | 2017-12-05 | 无锡圣丰建筑新材料有限公司 | Big load fixes rotary hinged seating |
| CN109610301B (en) * | 2019-01-29 | 2023-08-04 | 中铁二院工程集团有限责任公司 | Damping energy consumption three-way limiting metal damping device for near-fault bridge and installation method |
| CN109610301A (en) * | 2019-01-29 | 2019-04-12 | 中铁二院工程集团有限责任公司 | Nearly tomography bridge damping energy consumption three-dimensional limit metal damping unit and installation method |
| CN110230267A (en) * | 2019-06-18 | 2019-09-13 | 中国铁建大桥工程局集团有限公司 | High-speed rail bridge damping tenon construction method |
| CN111173192A (en) * | 2020-01-06 | 2020-05-19 | 山东建筑大学 | Large-span variable cross-section beam |
| CN114481805A (en) * | 2020-09-30 | 2022-05-13 | 北京Acii工程技术有限公司 | Connecting structure for concrete member |
| CN114481805B (en) * | 2020-09-30 | 2024-01-26 | 北京Acii工程技术有限公司 | Connecting structure for concrete member |
| CN114182618A (en) * | 2021-11-18 | 2022-03-15 | 中冶南方城市建设工程技术有限公司 | Deck type arch bridge one-way hinged column head joint device and installation method thereof |
| CN114182618B (en) * | 2021-11-18 | 2024-01-23 | 中冶南方城市建设工程技术有限公司 | One-way hinged column head node device of upper-bearing arch bridge and mounting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201627139U (en) | Cantilever-beam type shock-absorbing tenon structure for railway simply supported beam bridge | |
| CN101424071B (en) | Supporting system of long span stayed-cable bridge | |
| CN103306169B (en) | Floating ballast bed plate end isolation mounting | |
| CN1327084C (en) | Stayed cable shock attenuation device | |
| CN104831621A (en) | Guide rail type anti-drawing high-damping rubber shock insulation support | |
| CN203891238U (en) | Energy-dissipating shock-absorbing support of aseismic wall | |
| CN105239501A (en) | Anti-pull high damping rubber vibration isolating support | |
| CN101672004B (en) | Shape memory alloy lazy halyard vibration damper for suspension bridge | |
| CN2926306Y (en) | Sticky shearing damper for stayed-cable vibration reduction | |
| CN113322794B (en) | Anti-roll section assembling swing single-column pier multiple damping system | |
| CN109267809B (en) | Vertical vibration isolation device of pre-compaction combination formula nonlinear spring | |
| CN201224869Y (en) | Circular pier capping beam supporting device | |
| CN201362820Y (en) | Fixed support for shock absorption and isolation of bridge | |
| CN106012815A (en) | Highway bridge damping support | |
| CN205529860U (en) | One -way shock attenuation friction pendulum formula support of no lifting | |
| CN106894331B (en) | A kind of energy consumption limit support of included Viscous fluid damper | |
| CN104164835A (en) | High-damping vibration attenuation rubber support for bridge | |
| CN203756835U (en) | Rubber shock absorber | |
| CN202007381U (en) | Separated dual-spherical shock adsorption and isolation support | |
| CN206721658U (en) | A kind of spacing bearing of power consumption for carrying Viscous fluid damper | |
| CN202530572U (en) | High-damping and shock-insulation rubber base provided with limit devices | |
| CN202509396U (en) | Shock isolation support special for rail bridge | |
| CN112048997A (en) | Steel damping seismic mitigation and isolation support | |
| CN106930182B (en) | steel damping energy-dissipation type spherical steel support | |
| CN201695327U (en) | Vibration-reduction spherical steel bearing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101110 |