CN101851895A - Expansion and contraction device for railway - Google Patents
Expansion and contraction device for railway Download PDFInfo
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- CN101851895A CN101851895A CN 201010197042 CN201010197042A CN101851895A CN 101851895 A CN101851895 A CN 101851895A CN 201010197042 CN201010197042 CN 201010197042 CN 201010197042 A CN201010197042 A CN 201010197042A CN 101851895 A CN101851895 A CN 101851895A
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- shaped steel
- side bar
- central sill
- bar shaped
- stretching device
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Abstract
The invention discloses an expansion and contraction device for a railway. The expansion and contraction device comprises a cover plate (1), a center sill section (2), side beam sections (3), a connecting rod (4) and water-proof adhesive tapes (5), wherein the side beam sections (3) are arranged on the two sides of the center sill section (2); both the center sill section (2) and the side beam section (3) are provided with mounting grooves; the water-proof adhesive tapes (5) are clamped between the center sill section (2) and the side beam sections (3) through the mounting grooves; the two ends of the connecting rod (4) are connected with the side beam sections (3) on the left and right sides respectively; the outer walls of the side beam sections (3) are welded with anchor bars (6); and the anchor bars (6) are embedded into beams (7) on the two sides of the expansion and contraction device to be fixed. The device has the advantages of simple structure, convenient disassembling, suitability for connecting large displacement expansion joints and the effect of preventing ballast from dropping therein and water.
Description
Technical field
The invention belongs to the railroad bridge technical field, relate to a kind of stretching device that is used for railway concretely.
Background technology
In the construction that relates to the bridge railway, owing to have a slit between the bridge beam-ends, phenomenon can appear elongating or shortening etc. in reason such as expanded with heat and contract with cold, and stretching device is set at place, beam-ends slit usually adapts to the beam-ends three-dimensional displacement that causes because of reason such as expand with heat and contract with cold.The railroad bridge stretching device is the important link between the railroad bridge beam-ends, and to freely the stretching and prevent that water from flowing into beam body substructure of Bridge Beam end, its quality and water resistance will directly influence the functional performance of beam-ends and beam-ends lower member.
At present, the railway stretching device of domestic High-speed Railway Bridges use mainly contains TSSF30～TSSF160 little displacement railway stretching device and big displacement railway stretching device such as TSSF720, TSSF800, TSSF1000.And for middle displacement bridge as adopting big displacement stretching device structure bigger to beam beam-ends structure influence, but the stretching device demand of railroad bridge centering displacement is very big.Especially for the railway with ballast aggregate, it is particularly important to prevent that ballast aggregate and water from infiltrating from beam body slit, and the infiltration of water can be corroded beam body substructure influences its application life.
Summary of the invention
The purpose of this invention is to provide a kind of simple in structure, easy installation and removal, can prevent effectively that ballast aggregate and water from infiltrating and the flexible stretching device of suitable big displacement.
Technical scheme of the present invention is as follows:
A kind of stretching device that is used for railway, this stretching device comprises cover plate, central sill shaped steel, side bar shaped steel, connecting rod and waterproof adhesive tape, described side bar shaped steel is arranged in described central sill shaped steel both sides, described central sill shaped steel and side bar shaped steel all have mounting groove, described waterproof adhesive tape is connected between described central sill shaped steel and side bar shaped steel by mounting groove, the two ends of described connecting rod link to each other with the side bar shaped steel of the described left and right sides respectively, the lateral wall of described side bar shaped steel is welded with dowel, this dowel is imbedded the Liang Tizhong that is positioned at these stretching device both sides and is fixed, and described cover plate is fixed on the described central sill shaped steel and covers slit between the described beam body.
Adopt the said structure train by stretching device the time, to pass through at central sill shaped steel, fine strain of millet both sides gap width in the connecting rod control that is provided with between the side bar shaped steel, be connected on the stretching device in hinged mode, in case the variable in distance central sill shaped steel between the bridge slides relative side bar shaped steel and guarantees and the certain relative position in ground all the time, wherein side bar shaped steel by with central sill shaped steel between the Interlined hinge that is connected drive the interlock of central sill shaped steel, purpose is to guarantee central sill shaped steel, distance between the side bar shaped steel remains on the interior variation of critical field and the gap between them is an even variation.Move perpendicular to orbital direction by fine strain of millet edge in spacing can effectively the preventing of contiguous block in addition.Guarantee train steadily by and prevent to cause between each connector formation abrasion etc. because of central sill shaped steel moves both vertically.Key is in this structure, the design of cover plate covers the slit between the beam body, solved the problem that influences stretching device work that ballast aggregate falls into the slit, simultaneously cover plate also can play certain barrier effect to rainwater etc., and the infiltration of the complete block water of waterproof adhesive tape energy prevents the aqueous corrosion relevant apparatus, improve it and use the life-span, being arranged on when guaranteeing the stretching device operate as normal of dependency structure, mutually noninterfere has also reached effect separately.
Described connecting rod is made up of the horizon bar of three hinged parts, and interlude is connected with described central sill shaped steel by Connection Block, and the both sides section is connected with described side bar shaped steel by junction plate.
The mounting groove of described central sill shaped steel and side bar shaped steel is " C " type groove, and described waterproof adhesive tape has oval contiguous block, and this ellipse contiguous block snaps in described " C " type groove and connects.
Described dowel is waveform or linear.
Beneficial effect: the requirement that the present invention is simple in structure, easy accessibility, the big displacement of adaptation shrinkage joint connect also has anti-ballast aggregate simultaneously and falls into and good waterproof effect.
Description of drawings
The present invention will illustrate by example and with reference to the mode of accompanying drawing, wherein:
Fig. 1 structural representation of the present invention;
Fig. 2 is installment state of the present invention road.
The specific embodiment
As Fig. 1, shown in 2: a kind of stretching device that is used for railway, this stretching device comprises cover plate 1, central sill shaped steel 2, side bar shaped steel 3, connecting rod 4 and waterproof adhesive tape 5, described side bar shaped steel 3 is arranged in described central sill shaped steel 2 both sides, described central sill shaped steel 2 all has mounting groove with side bar shaped steel 3, described waterproof adhesive tape 5 is connected between described central sill shaped steel 2 and the side bar shaped steel 3 by mounting groove, the two ends of described connecting rod 4 link to each other with the side bar shaped steel 3 of the described left and right sides respectively, the lateral wall of described side bar shaped steel 3 is welded with dowel 6, it is fixing that this dowel 6 is imbedded the beam body 7 that is arranged in these stretching device both sides, and described cover plate 1 is fixed on the described central sill shaped steel 2 and covers slit between the described beam body 7.
Described connecting rod 4 is made up of the horizon bar of three hinged parts, and interlude is connected with described central sill shaped steel 2 by Connection Block 8, and the both sides section is connected with described side bar shaped steel 3 by junction plate 9.
Described central sill shaped steel 2 is " C " type groove with the mounting groove of side bar shaped steel 3, and described waterproof adhesive tape 5 has oval contiguous block, and this ellipse contiguous block snaps in described " C " type groove and connects.
Described dowel 6 is waveform or linear.
The two ends of cover plate 1 are overlapped on the side bar shaped steel 3 and beam body 7 of both sides.When the slit took place to stretch, the two ends of cover plate 1 can produce certain relative displacement with side bar shaped steel 3 and beam body 7, and cover plate 1 can not be subjected to the interference restriction of side bar shaped steel 3 and beam body 7.
Remain consistent by connecting rod 4 control central sill shaped steel 2 with distance between the both sides side bar shaped steel 3.
Claims (4)
1. stretching device that is used for railway, it is characterized in that: this stretching device comprises cover plate (1), central sill shaped steel (2), side bar shaped steel (3), connecting rod (4) and waterproof adhesive tape (5), described side bar shaped steel (3) is arranged in described central sill shaped steel (2) both sides, described central sill shaped steel (2) all has mounting groove with side bar shaped steel (3), described waterproof adhesive tape (5) is connected between described central sill shaped steel (2) and the side bar shaped steel (3) by mounting groove, the two ends of described connecting rod (4) link to each other with the side bar shaped steel (3) of the described left and right sides respectively, the lateral wall of described side bar shaped steel (3) is welded with dowel (6), it is fixing that this dowel (6) is imbedded the beam body (7) that is arranged in these stretching device both sides, and described cover plate (1) is fixed on described central sill shaped steel (2) and goes up and cover slit between the described beam body (7).
2. a kind of stretching device that is used for railway according to claim 1, it is characterized in that: described connecting rod (4) is made up of the horizon bar of three hinged parts, interlude is connected with described central sill shaped steel (2) by Connection Block (8), and the both sides section is connected with described side bar shaped steel (3) by junction plate (9).
3. a kind of stretching device that is used for railway according to claim 1 and 2, it is characterized in that: described central sill shaped steel (2) is " C " type groove with the mounting groove of side bar shaped steel (3), described waterproof adhesive tape (5) has oval contiguous block, and this ellipse contiguous block snaps in described " C " type groove and connects.
4. a kind of stretching device that is used for railway according to claim 1 and 2 is characterized in that: described dowel (6) is waveform or linear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010197042 CN101851895A (en) | 2010-06-10 | 2010-06-10 | Expansion and contraction device for railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010197042 CN101851895A (en) | 2010-06-10 | 2010-06-10 | Expansion and contraction device for railway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101851895A true CN101851895A (en) | 2010-10-06 |
Family
ID=42803565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010197042 Pending CN101851895A (en) | 2010-06-10 | 2010-06-10 | Expansion and contraction device for railway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101851895A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255711A (en) * | 2013-05-21 | 2013-08-21 | 成都市新筑路桥机械股份有限公司 | Split type flexure-resisting multidirectional-deflection bridge expansion device |
| CN110904830A (en) * | 2019-10-31 | 2020-03-24 | 单国珠 | Method for applying durable noise-reducing maintenance-free bridge expansion device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2548257A1 (en) * | 1975-10-28 | 1977-05-05 | Stalko Metallbau Gmbh & Co | Bridge joint gap spanning structure - with connecting guide rods ends mounted on vertically movable hinge joints |
| CN2221050Y (en) * | 1995-04-25 | 1996-02-28 | 衡水橡胶股份有限公司 | Bridge extension seem device |
| CN2760104Y (en) * | 2004-08-06 | 2006-02-22 | 上海彭浦橡胶制品总厂 | Rubber spring controlled bridge telescoping device |
| CN201031362Y (en) * | 2007-04-16 | 2008-03-05 | 成都市新筑路桥机械股份有限公司 | Large displacement railroad bridge telescoping device |
| CN201713759U (en) * | 2010-06-10 | 2011-01-19 | 成都市新筑路桥机械股份有限公司 | Expansion device for railroad |
-
2010
- 2010-06-10 CN CN 201010197042 patent/CN101851895A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2548257A1 (en) * | 1975-10-28 | 1977-05-05 | Stalko Metallbau Gmbh & Co | Bridge joint gap spanning structure - with connecting guide rods ends mounted on vertically movable hinge joints |
| CN2221050Y (en) * | 1995-04-25 | 1996-02-28 | 衡水橡胶股份有限公司 | Bridge extension seem device |
| CN2760104Y (en) * | 2004-08-06 | 2006-02-22 | 上海彭浦橡胶制品总厂 | Rubber spring controlled bridge telescoping device |
| CN201031362Y (en) * | 2007-04-16 | 2008-03-05 | 成都市新筑路桥机械股份有限公司 | Large displacement railroad bridge telescoping device |
| CN201713759U (en) * | 2010-06-10 | 2011-01-19 | 成都市新筑路桥机械股份有限公司 | Expansion device for railroad |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255711A (en) * | 2013-05-21 | 2013-08-21 | 成都市新筑路桥机械股份有限公司 | Split type flexure-resisting multidirectional-deflection bridge expansion device |
| CN110904830A (en) * | 2019-10-31 | 2020-03-24 | 单国珠 | Method for applying durable noise-reducing maintenance-free bridge expansion device |
| CN110904830B (en) * | 2019-10-31 | 2021-06-18 | 单国珠 | Method for applying durable noise-reducing maintenance-free bridge expansion device |
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Open date: 20101006 |