CN103669204A - Macromolecular elastomer expansion joint - Google Patents
Macromolecular elastomer expansion joint Download PDFInfo
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- CN103669204A CN103669204A CN201410001955.9A CN201410001955A CN103669204A CN 103669204 A CN103669204 A CN 103669204A CN 201410001955 A CN201410001955 A CN 201410001955A CN 103669204 A CN103669204 A CN 103669204A
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- macromolecular elastomer
- shrinkage joint
- expansion
- deformation
- macromolecular
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Abstract
The invention discloses a macromolecular elastomer expansion joint, which comprises a fixed area, an expansion deformation area, bolt holes, deformation holes and bolts, wherein the macromolecular elastomer expansion joint is arranged on a concrete pavement through the bolts, and is flush with a pavement layer; the bolt holes are formed in the fixed area; the deformation holes are formed in the expansion deformation area. The macromolecular elastomer expansion joint has the advantages of lightweight, strong strength, corrosion resistance, free expansion, smoothness and no jump or noise during the running of a vehicle, easiness in mounting and the like, and is applied between two beam ends and between the beam ends and bridge abutments or to the hinging positions of bridges, and the deformation requirements of expansion, torsion, bending and the like of the bridges can be met.
Description
Technical field
The present invention relates to a kind of macromolecular elastomer shrinkage joint, can meet road surface, bridge deformation as shrinkage joint, be applicable to, in road, bridge, construction of tunnel, belong to building field.
Background technology
For meeting the requirement of bridge and road distortion, conventionally between two beam-ends, shrinkage joint is set between beam-ends and abutment or in the articulated position of bridge.Bridge expansion joint installation is constructed weak position owing to being arranged on beam-ends, directly bear the repeated action of vehicular load, be exposed in the Nature again more, be subject to the impact of various natural causes, therefore, stretching device is fragile, difficult position of repairing, large bridge Common Steels shrinkage joint in the past, but when the bending of beam body, torsion, fragile, therefore need the New Type Expansion Joint that exploitation can be suitable for multiple load case badly.
Summary of the invention
The object of the invention is the problem existing for prior art, provide a kind of corrosion-resistant, cost is low, can be suitable for the macromolecular elastomer shrinkage joint of multiple load case.
The technical solution used in the present invention is: a kind of macromolecular elastomer shrinkage joint, comprise FX, dilatation region, bolt hole, distortion hole and bolt, described macromolecular elastomer shrinkage joint is installed on rigid pavement by bolt, and flushes with the layer of mating formation; Described FX is provided with bolt hole, establishes distortion hole on described dilatation region.
As preferably, described macromolecular elastomer shrinkage joint is that polyurethane elastomer, rubber or fibre reinforced composites are made, and is preferably polyurethane elastomer.
As preferably, described dilatation region is uniform section or variable cross-section.
As preferably, described distortion hole is rhombus or ellipse.
Beneficial effect: the present invention has lightweight, high-strength, corrosion-resistant, energy free-extension; Smooth-going during Vehicle Driving Cycle, without kick and noise, the advantages such as simple and easy are installed.The present invention is applicable between two beam-ends, between beam-ends and abutment or the articulated position of bridge, meet bridge deformation.
Accompanying drawing explanation
Fig. 1 is that macromolecular elastomer of the present invention shrinkage joint is arranged on the perspective view on road surface;
Fig. 2 is the floor map in macromolecular elastomer of the present invention shrinkage joint (diamonding hole);
Fig. 3 is the floor map in macromolecular elastomer of the present invention shrinkage joint (ovalizing deflection hole);
Fig. 4 is macromolecular elastomer of the present invention shrinkage joint (uniform section dilatation region) elevational schematic view;
Fig. 5 is macromolecular elastomer of the present invention shrinkage joint (variable cross-section dilatation region) elevational schematic view;
Wherein: 1-macromolecular elastomer shrinkage joint; 2-bolt; 3-rigid pavement; 4-the layer of mating formation; 5-FX; 6-dilatation region; 7-bolt hole; 8-distortion hole.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
As Figure 1-5:
Embodiment 1
As shown in Fig. 1,2 and 4, macromolecular elastomer of the present invention shrinkage joint, macromolecular elastomer shrinkage joint 1 is made by polyurethane elastomer, length is equally long with rigid pavement 3 width, thickness is the same with the layer 4 of mating formation, by bolt 2, be installed on rigid pavement 3, flush with the layer 4 of mating formation, macromolecular elastomer shrinkage joint 1 comprises FX 5 and dilatation region 6; Dilatation region 6 adopts uniform section form, and distortion hole 8 is above rhombus.
As shown in Figures 3 and 5, macromolecular elastomer of the present invention shrinkage joint, macromolecular elastomer shrinkage joint 1 is made by fibre reinforced composites, length is equally long with rigid pavement 3 width, thickness is the same with the layer 4 of mating formation, by bolt 2, be installed on rigid pavement 3, flush with the layer 4 of mating formation, macromolecular elastomer shrinkage joint 1 comprises FX 5 and dilatation region 6; Dilatation region 6 adopts variable cross-section form, and distortion hole 8 is above oval.
In above-mentioned two embodiment, macromolecular elastomer shrinkage joint preparation flow is as follows:
A, first make the mould at macromolecular elastomer shrinkage joint, reserve positions such as being out of shape hole 8, bolt hole 7.
B, embodiment 1: type, thermoplastics type, mixed milling type can be selected to build according to the kind of polyurethane elastomer in macromolecular elastomer shrinkage joint 1, and adopt corresponding method to make moulding, as select the wider type of the building elastic body of application, can build and be filled into die for molding.
Embodiment 2: macromolecular elastomer shrinkage joint 1 is by fiber (carbon fiber, glass fiber, basalt fibre, aramid fiber or hybridization fiber) and resin (comprising: unsaturated polyester (UP), vinylite, epoxy resin, phenolic resins) are made of vacuum guiding and forming technique.
The bolt hole 7 through macromolecular elastomer shrinkage joint 1 FX 5 is arranged on rigid pavement 3 with bolt 2 for c, scene.
In above-mentioned preparation technology: the material at macromolecular elastomer shrinkage joint 1, size, FX 5, the size in dilatation region 6, form, distortion hole 8, the size of bolt hole 7, quantity, form all can be adjusted as required flexibly.
It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.In the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (5)
1. a macromolecular elastomer shrinkage joint, is characterized in that: comprise FX, dilatation region, bolt hole, distortion hole and bolt, described macromolecular elastomer shrinkage joint is installed on rigid pavement by bolt, and flushes with the layer of mating formation; Described FX is provided with bolt hole, establishes distortion hole on described dilatation region.
2. a kind of macromolecular elastomer according to claim 1 shrinkage joint, is characterized in that: described macromolecular elastomer shrinkage joint is that polyurethane elastomer, rubber or fibre reinforced composites are made.
3. a kind of macromolecular elastomer according to claim 2 shrinkage joint, is characterized in that: described macromolecular elastomer shrinkage joint is that polyurethane elastomer is made.
4. a kind of macromolecular elastomer according to claim 1 shrinkage joint, is characterized in that: described dilatation region is uniform section or variable cross-section.
5. a kind of macromolecular elastomer according to claim 1 shrinkage joint, is characterized in that: described distortion hole is rhombus or ellipse.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410001955.9A CN103669204A (en) | 2014-01-02 | 2014-01-02 | Macromolecular elastomer expansion joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410001955.9A CN103669204A (en) | 2014-01-02 | 2014-01-02 | Macromolecular elastomer expansion joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103669204A true CN103669204A (en) | 2014-03-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410001955.9A Pending CN103669204A (en) | 2014-01-02 | 2014-01-02 | Macromolecular elastomer expansion joint |
Country Status (1)
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| CN (1) | CN103669204A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869020A (en) * | 2017-02-15 | 2017-06-20 | 许昌义 | Array bridge expanssion joint |
| CN111074762A (en) * | 2019-12-11 | 2020-04-28 | 南通大学 | Seamless expansion joint of compound concrete bridge face of carbon cloth |
| CN111335156A (en) * | 2020-03-01 | 2020-06-26 | 河南交通职业技术学院 | Basalt fiber comb plate, and telescopic component and telescopic device using comb plate |
| WO2023024687A1 (en) * | 2021-08-24 | 2023-03-02 | 杨锐 | Low-noise bridge polymer expansion device |
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| JPH1060807A (en) * | 1996-08-16 | 1998-03-03 | Aki Uebu Agency:Kk | Method of jointless pavement construction of highway bridge and no-gap expansion joint structure |
| CN2408134Y (en) * | 2000-01-18 | 2000-11-29 | 衡水宝力工程橡胶有限公司 | Filling type elastic body bridge telescopic device |
| CN1310267A (en) * | 2000-02-23 | 2001-08-29 | 休邦得建设股份有限公司 | Bridge expansion joint |
| CN101806036A (en) * | 2009-12-25 | 2010-08-18 | 中国铁道科学研究院铁道建筑研究所 | Novel construction process for expansion joint of high-speed railway bridge |
| CN101985846A (en) * | 2010-11-14 | 2011-03-16 | 西安达盛隔震技术有限公司 | Elastoplastic device for expansion joints in buildings and road engineering |
| CN201850661U (en) * | 2010-11-14 | 2011-06-01 | 西安达盛隔震技术有限公司 | Plastic elastomer device for building or road engineering expansion joint |
| KR101046307B1 (en) * | 2011-02-28 | 2011-07-05 | 주식회사 삼안 | Expansion joint for bridge and underground driveways |
| CN202543795U (en) * | 2012-01-30 | 2012-11-21 | 重庆信合塑胶有限公司 | Expansion joint for roads and bridges |
| CN203361559U (en) * | 2013-07-25 | 2013-12-25 | 江苏晟宇地板有限公司 | Staggered hole type deformation resistant structure for base material of multi-layer wood floor |
-
2014
- 2014-01-02 CN CN201410001955.9A patent/CN103669204A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1060807A (en) * | 1996-08-16 | 1998-03-03 | Aki Uebu Agency:Kk | Method of jointless pavement construction of highway bridge and no-gap expansion joint structure |
| CN2408134Y (en) * | 2000-01-18 | 2000-11-29 | 衡水宝力工程橡胶有限公司 | Filling type elastic body bridge telescopic device |
| CN1310267A (en) * | 2000-02-23 | 2001-08-29 | 休邦得建设股份有限公司 | Bridge expansion joint |
| CN101806036A (en) * | 2009-12-25 | 2010-08-18 | 中国铁道科学研究院铁道建筑研究所 | Novel construction process for expansion joint of high-speed railway bridge |
| CN101985846A (en) * | 2010-11-14 | 2011-03-16 | 西安达盛隔震技术有限公司 | Elastoplastic device for expansion joints in buildings and road engineering |
| CN201850661U (en) * | 2010-11-14 | 2011-06-01 | 西安达盛隔震技术有限公司 | Plastic elastomer device for building or road engineering expansion joint |
| KR101046307B1 (en) * | 2011-02-28 | 2011-07-05 | 주식회사 삼안 | Expansion joint for bridge and underground driveways |
| CN202543795U (en) * | 2012-01-30 | 2012-11-21 | 重庆信合塑胶有限公司 | Expansion joint for roads and bridges |
| CN203361559U (en) * | 2013-07-25 | 2013-12-25 | 江苏晟宇地板有限公司 | Staggered hole type deformation resistant structure for base material of multi-layer wood floor |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869020A (en) * | 2017-02-15 | 2017-06-20 | 许昌义 | Array bridge expanssion joint |
| CN106869020B (en) * | 2017-02-15 | 2019-09-24 | 绍兴市慧融臻合新能源科技有限公司 | Array bridge expanssion joint |
| CN111074762A (en) * | 2019-12-11 | 2020-04-28 | 南通大学 | Seamless expansion joint of compound concrete bridge face of carbon cloth |
| CN111335156A (en) * | 2020-03-01 | 2020-06-26 | 河南交通职业技术学院 | Basalt fiber comb plate, and telescopic component and telescopic device using comb plate |
| CN111335156B (en) * | 2020-03-01 | 2022-03-15 | 河南交通职业技术学院 | Basalt fiber comb plate, and telescopic component and telescopic device using comb plate |
| WO2023024687A1 (en) * | 2021-08-24 | 2023-03-02 | 杨锐 | Low-noise bridge polymer expansion device |
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Application publication date: 20140326 |