CN101260648A - Elevated road, bridge-tooth type intercrossed slip joint - Google Patents
Elevated road, bridge-tooth type intercrossed slip joint Download PDFInfo
- Publication number
- CN101260648A CN101260648A CNA2008100150624A CN200810015062A CN101260648A CN 101260648 A CN101260648 A CN 101260648A CN A2008100150624 A CNA2008100150624 A CN A2008100150624A CN 200810015062 A CN200810015062 A CN 200810015062A CN 101260648 A CN101260648 A CN 101260648A
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- Prior art keywords
- bridge
- tooth
- connector
- telescopic
- intercrossed
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- 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.)
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- Bridges Or Land Bridges (AREA)
Abstract
The invention provides an overhead bridge tooth-shaped intersecting telescopic connector, belonging to a facility and a method for processing the telescopic tension generated by the temperature of the bridge. The connector comprises intersecting teeth, a tooth bracket, a U-shaped fixed bracket, a telescopic gap and a force component fixed rib, wherein, the intersecting teeth and the tooth bracket form a connector with a gap, the connector forms a flat and continuous road surface together with the road and the bridge surface. Compared with the prior art, the overhead bridge tooth-shaped intersecting telescopic connector has the advantages of reasonable design, great telescopic space and flatter road surface. Therefore, the overhead bridge tooth-shaped intersecting telescopic connector has good value of popularization and use.
Description
One, technical field
The present invention relates to a kind of facility and method of eliminating viaduct, the flexible tension of bridge Yin Wendu generation, specifically viaduct, bridge-tooth type intercrossed slip joint.
Two, background technology
Expand with heat and contract with cold and be the nature universal phenomenon, contained huge energy, for overcoming of the destruction of this energy to viaduct, bridge, usually adopt road, bridge compartment to stay a lateral clearance as buffering, this method has following deficiency: 1, the gap is not enough to cushion the harmomegathus value for a short time, the big continuity that influences the road surface in gap can only be dwindled compartment, and little gap must be disposed mutually.2, lateral clearance produces the application life of jolting and diminishing car, road to the vehicle tool impact force that runs up.
Three, summary of the invention
The objective of the invention is at above deficiency, the facility and the method for a kind of viaduct, bridge-tooth type intercrossed slip joint is provided, its technology is simple, and it is convenient to make and use.
Technical assignment of the present invention is achieved through the following technical solutions, a kind of viaduct, bridge-tooth type intercrossed slip joint.By intersecting tooth and braces is formed gapped joint and road, bridge floor form smooth continuous road surface.
The beneficial effect that the present invention produced is: 1, the juxtaposition of the flexible only influence intersection tooth of viaduct, bridge how much, do not influence joint surface evenness and continuity.2, reduce the impact force of lateral clearance to wheel, vehicle operating is more steady.3, can suitably strengthen gap width, prolong the distance at road, bridge indwelling shrinkage joint.
Four, description of drawings
Accompanying drawing 1, be viaduct, bridge-tooth type intercrossed slip joint schematic top plan view
Accompanying drawing 2, be viaduct, bridge-tooth type intercrossed slip joint generalized section
Among the figure 1, intersect tooth 2, intersect braces 3, U type fixed mount 4, shrinkage joint
5, fixedly muscle 7, concrete of road, bridge reinforcing bar 6, braces component
Five, specific implementation method
With reference to Figure of description viaduct of the present invention, bridge-tooth type intercrossed slip joint are done following detailed description the in detail:
As shown in Figure 1, be provided with on the braces 2 intersect tooth 1, form shrinkage joint, gapped plane, as shown in Figure 2, both sides braces 2 is connected as one with U type fixed mount 3, fixedly muscle 6 and concrete seven are firmly become one by road, bridge reinforcing bar 5, braces, component.
Except that the described technical characterictic of manual, be the known technology of those skilled in the art.
Claims (1)
- A kind of viaduct, bridge-tooth type intercrossed slip joint comprises and intersects fixedly muscle of tooth, braces, U type fixed mount, shrinkage joint and braces component, it is characterized in that intersecting tooth and braces to form gapped continuous road surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2008100150624A CN101260648A (en) | 2008-04-07 | 2008-04-07 | Elevated road, bridge-tooth type intercrossed slip joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2008100150624A CN101260648A (en) | 2008-04-07 | 2008-04-07 | Elevated road, bridge-tooth type intercrossed slip joint |
Publications (1)
Publication Number | Publication Date |
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CN101260648A true CN101260648A (en) | 2008-09-10 |
Family
ID=39961318
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNA2008100150624A Pending CN101260648A (en) | 2008-04-07 | 2008-04-07 | Elevated road, bridge-tooth type intercrossed slip joint |
Country Status (1)
Country | Link |
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CN (1) | CN101260648A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109131368A (en) * | 2017-06-16 | 2019-01-04 | 中铁宝桥集团有限公司 | A kind of suspended vehicle parallel-moving type lane changing equipment and thread-changing method |
-
2008
- 2008-04-07 CN CNA2008100150624A patent/CN101260648A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109131368A (en) * | 2017-06-16 | 2019-01-04 | 中铁宝桥集团有限公司 | A kind of suspended vehicle parallel-moving type lane changing equipment and thread-changing method |
CN109131368B (en) * | 2017-06-16 | 2024-04-23 | 中铁宝桥集团有限公司 | Suspended vehicle translation type line changing equipment and line changing method |
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C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20080910 |