CN203977283U - The anti-bridge expansion joint installation that shakes off of a kind of modulus type - Google Patents
The anti-bridge expansion joint installation that shakes off of a kind of modulus type Download PDFInfo
- Publication number
- CN203977283U CN203977283U CN201420362762.1U CN201420362762U CN203977283U CN 203977283 U CN203977283 U CN 203977283U CN 201420362762 U CN201420362762 U CN 201420362762U CN 203977283 U CN203977283 U CN 203977283U
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- China
- Prior art keywords
- support stringer
- block rubber
- expansion joint
- shakes
- joint installation
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- Expired - Lifetime
Links
- 238000009434 installation Methods 0.000 title claims abstract description 16
- 238000006073 displacement reaction Methods 0.000 abstract description 9
- 230000003139 buffering effect Effects 0.000 abstract description 7
- 238000013016 damping Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000003466 welding Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000005987 sulfurization reaction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000001459 mortal effect Effects 0.000 description 1
- 230000008707 rearrangement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The anti-bridge expansion joint installation that shakes off of a kind of modulus type, structure comprises that symmetry is positioned at and moves the side bar of control on casing, is arranged on the central sill on support stringer and between two side bars, support stringer by means of bearing and compressing support spacing move control casing among, key is: at support stringer and move control and be provided with energy-absorbing position limiting structure between casing, this structure comprise be arranged on the antidetonation block rubber at support stringer two ends and be positioned at move in control casing, limit assembly endface position and that be positioned at support stringer one or both sides.The utility model beneficial effect is: antidetonation block rubber when moving control casing, limit assembly and antidetonation block rubber and can make zero to shrinkage joint respectively and be greater than displacement, can play the effect of good buffering, energy-absorbing, damping; When displacement is excessive, antidetonation block rubber forms spacing cooperation with limit assembly, prevents coming off of expansion gap device.
Description
Technical field
The utility model belongs to bridge expanssion joint technical field, is specially a kind of modulus type expansion gap device with antidetonation, girder falling effect.
Background technology
In existing bridge expansion joint installation, modulus type bridge expansion joint installation be the most generally, a kind of preferably, be particularly suited for being applied in large bridge shrinkage joint.Along with the fast development of China Higher level highway construction cause, the growing up of bridge obtains breakthrough, and this will have bridge expansion joint installation rational in infrastructure, big displacement quantity to adapt to the needs of this development with regard to requiring.Along with being on the increase of bridge number, the traffic safety and riding comfort of expansion gap device progresses into people's the visual field.The bridge expansion joint installation larger expansion gap device of variation and beam body due to beam body in being subject to intense impact or earthquake all can be subject to mortal injury, therefore be necessary to research and develop and a kind ofly both can have met bridge being subject to when intense impact or earthquake occur reaching certain damping, energy dissipating object, can also prevent the bridge modulus type expansion joint device of anti-seismic bridge that the excessive expansion gap device causing in beam-ends gap comes off when earthquake.
Summary of the invention
The utility model cannot shock-resistant and energy-dissipating for solving existing modulus type expansion gap device, the technical problem of girder falling, has designed that a kind of modulus type is anti-shakes off bridge expansion joint installation, by energy-absorbing position limiting structure is set, reaches the object of buffering, protection and girder falling.
For reaching goal of the invention, the technical solution adopted in the utility model is: the anti-bridge expansion joint installation that shakes off of a kind of modulus type, structure comprises that symmetry is positioned at the side bar moving on control casing, be arranged on the central sill on support stringer and between two side bars, support stringer by means of bearing and compressing support spacing move control casing among, its key is: at support stringer and move control and be provided with energy-absorbing position limiting structure between casing, this structure comprises the antidetonation block rubber that is arranged on support stringer two ends, and be positioned at move control casing in, position limiting structure endface position and that be positioned at support stringer one or both sides.
Further, the cross section of described support stringer is I-shaped or rectangle.
Further, described antidetonation block rubber comprises the block rubber that is fixed on the junction plate of support stringer end face and is fixed on junction plate side.
Further, described position limiting structure comprises limiting plate and is arranged on the free-ended buffer layer of limiting plate.
Further, described limiting plate is Z-shaped or L shaped or U-shaped.
The utility model beneficial effect is: antidetonation block rubber when moving control casing, limit assembly and antidetonation block rubber and can make zero to shrinkage joint respectively and be greater than displacement, can play the effect of good buffering, energy-absorbing, damping; When displacement is excessive, antidetonation block rubber forms spacing cooperation with limit assembly, prevents coming off of expansion gap device.
Below in conjunction with accompanying drawing, the utility model is elaborated.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation that limit assembly coordinates with antidetonation block rubber.
In accompanying drawing, the 1st, move control casing, the 2nd, side bar, the 3rd, central sill, the 4th, support stringer, the 5th, bearing, the 6th, compressing support, the 7th, antidetonation block rubber, 7-1 is junction plate, 7-2 is block rubber, the 8th, limit assembly, 8-1 is limiting plate, 8-2 is buffer layer.
The specific embodiment
Referring to accompanying drawing 1, the anti-bridge expansion joint installation that shakes off of a kind of modulus type, structure comprises that symmetry is positioned at the side bar 2 moving on control casing 1, be arranged on the central sill 3 on support stringer 4 and between two side bars 2, support stringer 4 by means of bearing 5 and compressing support 6 spacing move control casing 1 among, key is: at support stringer 4 and move control and be provided with energy-absorbing position limiting structure between casing 1, this structure comprises the antidetonation block rubber 7 that is arranged on support stringer 4 two ends, and be positioned at move control casing 1 in, limit assembly 8 endface position and that be positioned at support stringer 4 one or both sides.
The cross section of described support stringer 4 is I-shaped or rectangle.Support stringer 4 I-shaped or rectangle forms position limiting structure with limiting plate 8-1 after being convenient to install junction plate 7-1.
Described antidetonation block rubber 7 comprises the block rubber 7-2 that is fixed on the junction plate 7-1 of support stringer 4 end faces and is fixed on junction plate 7-1 side.Junction plate 7-1 fixes by the end face of bolt or welding and support stringer 4.Block rubber 7-2 is fixed on junction plate 7-1 by sulfuration process.
Described limit assembly 8 comprises limiting plate 8-1 and is arranged on the free-ended buffer layer 8-2 of limiting plate 8-1.Limiting plate 8-1 welding or bolt are moving control casing 1 internal end surface.Buffer layer 8-2 is fixed on the free end of limiting plate 8-1 by sulfuration process.
Described limiting plate 8-1 is Z-shaped or L shaped or U-shaped.
The utility model is in the specific implementation: referring to attached Fig. 1 and 2; antidetonation block rubber 7 is fixed on the two ends of work type or rectangle support stringer 4; when make zero in earthquake generation shrinkage joint; block rubber 7-2 with move control casing 1 and start effect, by buffering, energy-absorbing, cushioning effect, well protect the beam body of expansion gap device itself and bridge.
Limit assembly 8 is fixed on and is moved in control casing 1 internal end surface by modes such as welding, bolts.When in seismic process, gap, shrinkage joint is greater than the displacement of expansion gap device; limit assembly 8 starts effect with junction plate 7-1; can well play buffering, energy-absorbing, damping and gap is fixed on maximum displacement and can well be protected expansion gap device and beam body, and preventing coming off of expansion gap device.
A kind of modulus type provided by the utility model prevents that shaking off bridge expansion joint installation can, for displacement on the shrinkage joint of 160mm----2000mm, can be used for the Liang Tishang such as concrete beam, girder steel.Antidetonation block rubber 7 in this expansion gap device and limit assembly 8 adopt the modes such as welding or bolt to be individually fixed in support stringer 4 and move in control casing 1, do not increase the size of moving control casing 1.Thereby antidetonation block rubber 7 meets earthquake while impelling bridge to extend better buffering, energy dissipating, damping protection expansion gap device and beam body; Thereby limit assembly 8 meets earthquake while impelling bridge to shorten better buffering, energy dissipating, damping protection expansion gap device and beam body.Bed rearrangement bridge adopt this utility model can well protect integral bridge with earthquake link, displacement, avoid bridge damage, prevent that expansion gap device from coming off.
Claims (5)
1. a modulus type prevents shaking off bridge expansion joint installation, structure comprises that symmetry is positioned at the side bar (2) moving on control casing (1), be arranged on the central sill (3) on support stringer (4) and between two side bars (2), support stringer (4) is by means of bearing (5) and compressing support (6) is spacing is moving among control casing (1), it is characterized in that: at support stringer (4) and move between control casing (1) and be provided with energy-absorbing position limiting structure, this structure comprises the antidetonation block rubber (7) that is arranged on support stringer (4) two ends, and be positioned at and move in control casing (1), limit assembly (8) endface position and that be positioned at support stringer (4) one or both sides.
2. modulus type according to claim 1 is anti-shakes off bridge expansion joint installation, it is characterized in that: the cross section of described support stringer (4) is I-shaped or rectangle.
3. modulus type according to claim 1 and 2 is anti-shakes off bridge expansion joint installation, it is characterized in that: described antidetonation block rubber (7) comprises the block rubber (7-2) that is fixed on the junction plate (7-1) of support stringer (4) end face and is fixed on junction plate (7-1) side.
4. modulus type according to claim 3 is anti-shakes off bridge expansion joint installation, it is characterized in that: described limit assembly (8) comprises limiting plate (8-1) and is arranged on the free-ended buffer layer of limiting plate (8-1) (8-2).
5. modulus type according to claim 4 is anti-shakes off bridge expansion joint installation, it is characterized in that: described limiting plate (8-1) is Z-shaped or L shaped or U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420362762.1U CN203977283U (en) | 2014-07-03 | 2014-07-03 | The anti-bridge expansion joint installation that shakes off of a kind of modulus type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420362762.1U CN203977283U (en) | 2014-07-03 | 2014-07-03 | The anti-bridge expansion joint installation that shakes off of a kind of modulus type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203977283U true CN203977283U (en) | 2014-12-03 |
Family
ID=51974741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420362762.1U Expired - Lifetime CN203977283U (en) | 2014-07-03 | 2014-07-03 | The anti-bridge expansion joint installation that shakes off of a kind of modulus type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203977283U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019354A (en) * | 2015-06-05 | 2015-11-04 | 衡水橡胶股份有限公司 | Mounting method for modular anti-drop-beam expansion joint device |
| CN105735117A (en) * | 2016-02-25 | 2016-07-06 | 成都迅德科技有限公司 | Bridge expansion joint connecting structure |
-
2014
- 2014-07-03 CN CN201420362762.1U patent/CN203977283U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019354A (en) * | 2015-06-05 | 2015-11-04 | 衡水橡胶股份有限公司 | Mounting method for modular anti-drop-beam expansion joint device |
| CN105735117A (en) * | 2016-02-25 | 2016-07-06 | 成都迅德科技有限公司 | Bridge expansion joint connecting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Hengshui City, Hebei Province, 053000 North Park industrial base Taocheng District Road No. 9 Patentee after: Heng an Polytron Technologies Inc Address before: 053000 Daqing East Road, Hebei, China, No. 27, No. Patentee before: Hengshui Rubber Co., Ltd. |