CN107190641B - A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement - Google Patents

A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement Download PDF

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Publication number
CN107190641B
CN107190641B CN201710545781.6A CN201710545781A CN107190641B CN 107190641 B CN107190641 B CN 107190641B CN 201710545781 A CN201710545781 A CN 201710545781A CN 107190641 B CN107190641 B CN 107190641B
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China
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plate
displacement
bolt
fishback
directional deflection
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CN107190641A (en
Inventor
郑永锋
张红
杨建刚
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Shaanxi Hengyu Engineering Materials Co Ltd
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Shaanxi Hengyu Engineering Materials Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/06Arrangement, construction or bridging of expansion joints
    • E01D19/065Joints having sliding plates

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention discloses a kind of modular multi-directional deflection comb plate bridge expansion devices of very large displacement, belong to multi-directional deflection bridge Extensible connection device, the bridge extension joint includes movable fishback and fixed broach plate, one end of movable fishback connects the bituminous pavement of steel box-girder beam body by bolster, the interlaced overlap joint of the other end of movable fishback and one end of fixed broach plate is fixed on bridge floor, and the other end of fixed broach plate connects road surface embedded bar by carriage assembly;Further include being mounted on mounting rack in steel box-girder beam body, is provided with displacement shock absorber part between mounting rack and the movable fishback.The present invention uses modular designs, change the fault of construction of traditional modulus type and Simple comb toothed plate type telescopic device, avoid phenomena such as vehicle, leak are jumped at expansion joint, bridge multi-directional deflection, multidirectional translation are realized by setting displacement part and bolster, can not only reduce vehicle by when noise, while can effectively simplify the cost and workload of the links such as installation, the maintenance of telescopic device.

Description

A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement
Technical field
The invention belongs to multi-directional deflection bridge Extensible connection device more particularly to a kind of modular multi-directional deflections of very large displacement Comb plate bridge expansion device.
Background technique
Telescopic device is one of critical function component of bridge, by between the beam-ends and beam-ends of bridge, beam-ends and abutment Between telescopic device is installed, can effectively reconcile because car load, environmental characteristic and bridge construction material own physical performance are drawn The displacement structure of hair and connection.Ideal telescopic device should meet following condition: sufficiently meeting bridge top under external force and tie The displacement of structure;It must be solid and reliable, durable;Mechanical wear, collision can be resisted;Ensure to be open to traffic steady, safety;Prevent rain Water and rubbish penetrate into;Install convenient is readily inspected dimension and supports.
Traditional bridge extension joint structure type is mainly modulus type and Simple comb toothed plate type, modular expansion device Mainly based on imitative Maurer expansion installation, it is typically designed to cell structure, simple fishback is on the basis of Japanese telescopic device The telescopic device of upper simplification.Either modular expansion device or simple fishback telescopic device, in used engineering There are more problems.Vehicle, leak are jumped at expansion joint and has become universal phenomenon, and modular expansion device cell structure falls apart, central sill The problem of steel is broken off, and simple fishback telescopic device nut falls off, fishback is bent largely occurs, since telescopic device draws The security risk example of hair is commonplace.According to statistics, the road and bridge of the country 87% were open to traffic after 2 years at present, and telescopic device occurs Damage in various degree.
Summary of the invention
In view of this, the present invention uses modular designs, traditional modulus type and Simple comb toothed plate type telescopic device are changed Fault of construction, avoid phenomena such as vehicle, leak are jumped at expansion joint, to realize bridge multidirectional by setting displacement part and bolster Displacement, multidirectional translation, can not only reduce vehicle by when noise, while can effectively simplify the installation, feeding of telescopic device The cost and workload of the links such as shield.
The present invention is solved the above problems by following technological means:
A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement, which is characterized in that including movable comb teeth One end of plate and fixed broach plate, the activity fishback connects the bituminous pavement of steel box-girder beam body, the work by bolster The interlaced overlap joint of the other end of dynamic fishback and one end of the fixed broach plate is fixed on bridge floor, the fixed broach plate The other end pass through carriage assembly connect road surface embedded bar;It further include being mounted on mounting rack in steel box-girder beam body, the installation Displacement shock absorber part is provided between frame and the movable fishback.
Further, the movable fishback and fixed broach plate are combined type tooth plate, the comb of the activity fishback The mutually interspersed arrangement of the comb teeth slot of tooth and the fixed broach plate.
Further, the combined type tooth plate by length is 1500-2000mm, the steel comb teeth that width is 6-8cm passes through Anchoring piece connection is made.
Further, the displacement shock absorber part includes displacement column and displacement bolt assembly:
Rubber washer, the displacement are provided between the top of the displacement column and the stainless steel plate of movable fishback bottom For the basis rest of column in the upper plane of the mounting rack, the upper plane of the mounting rack is provided with displacement column tube, the displacement column It is arranged in the displacement column tube;
The displacement bolt assembly includes Elastic Bolts set, the first bolt and the second bolt, one end of first bolt With mutually buckle connection after one end bending ring of the second bolt, the Elastic Bolts set is arranged in first bolt and the second bolt It is internal.
Further, the displacement column is made of polytetrafluoroethylene material.
Further, the Elastic Bolts set is poured using polyurethane material is made.
Further, the carriage assembly includes fixation steel plate, bracket and L-type bolt, and the fixation steel plate is arranged in institute It states and determines between fishback bottom surface and bracket, described screwed one end of L-type bolt is sequentially connected fixed broach plate, fixation steel plate And bracket, the other end of the L-type bolt connect road surface embedded bar.
Further, the bolster includes natural rubber item, and the bolster is mounted on institute by the stainless steel plate of bottom It states between the bituminous pavement of steel box-girder beam body and movable fishback.
It further, further include guard member, the guard member includes safety bolt, and one end of the safety bolt connects institute State mounting rack, the other end connection of the safety bolt movable fishback.
It further, further include neoprene waterstop, the comb of the movable fishback is arranged in the neoprene waterstop The lower section at the mutually interspersed place of the comb teeth slot of tooth and fixed broach plate.
A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement of the invention has the advantages that
The present invention uses modular designs, and the structure for changing traditional modulus type and Simple comb toothed plate type telescopic device lacks It falls into, avoids phenomena such as jumping vehicle, leak at expansion joint, bridge multi-directional deflection, is realized by setting displacement part and bolster more To translation, can not only reduce vehicle by when noise, while can effectively simplify the links such as installation, the maintenance of telescopic device Cost and workload.
The present invention changes the fault of construction of conventional telescopic device technique, and the comparison prior art has the advantages that
(1) conjugate excellent performance: QE product devises a swing system in movable plate one end, passes through the system any direction Rotation.When rotating under the effects of beam body is in temperature, vehicle-mounted, wind-force, the rotation system of device can be rotated with bridge and It rotates.Displacement protective housing is increased in the position of swing system, rotation system and concrete support system is allowed independently to separate, Keep the two stress independent of one another, is independent of each other.To one group every meter, self-contained module breaks the whole up into parts the whole suitable bridge of device.Level angle It is evenly distributed in each module with torsional deflection, actively adapts to the displacement of bridge, it is ensured that device runs well.
(2) structural behaviour: the present invention uses modular designs, each component functional independence, clear, be conducive to design, manufacture, The quality control of the links such as detection, installation, replacement, monitoring.Using being flexibly connected, load impact force is logical for the present apparatus and beam body It crosses elastic material to absorb and transmit, weakens beam body vibration significantly, deforms the destruction to telescopic device, anti-fatigue performance is obviously excellent More in other structures.Meanwhile the present invention uses freely supported structure, fishback is whole across beam-ends gap, and structure is reasonable, prolonged It is durable.The mutually interspersed arrangement of comb teeth, each comb teeth only 6~8cm wide, intersects always when being subjected to displacement and does not depart from.Fishback direction It is consistent with vehicle pass-through direction, impact force when wheel transition is reduced, driving is smooth, comfort is good.
(3) environmentally friendly damping performance: the present invention increases the buffering of 5mm thickness between big platelet and concrete support structure Part is provided with high-damping wear-resistant material in displacement shock absorber part, reduces wheel to the impact force of device, not only protects device, but also Reduce noise.Meanwhile requirement of the product to preformed groove is lower, (15~25cm of buried depth), when sharp pounding occurs, no It will cause device and cause beam body to damage the impact force of beam body.
(4) from maintainability: transverse joint plate of the invention is integrally covered on beam-ends gap, and rubbish will not fall into breathing zone Domain.Telescopic device is close to continuously with stainless steel slide plate, will not be invaded by rubbish, and the rubbish between comb teeth is pushed away by force by domatic comb teeth Out, and by driving it takes away, beam-ends gap will not be entered.Rainwater is automatically imported waterstop by device after the excretion of bridge floor drain hole Discharge, waterproof performance are preferable.Waterstop uses canvas rubber, non-aging breakage.
(5) repair, conserve it is convenient: when the present invention repair, independent disassembling, assembling and replacing damage module.Pacify with modulus type device Dress is calculated with valence with the service life, and operation cost is only the 1/5 of modulus type.
Detailed description of the invention
In order to illustrate more clearly of technical solution of the present invention, attached drawing needed in embodiment will be made below Simply introduce, it should be apparent that, the accompanying drawings in the following description is only some embodiments of the present invention, general for this field For logical technical staff, without creative efforts, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is a kind of structural schematic diagram of the modular multi-directional deflection comb plate bridge expansion device of very large displacement of the present invention;
Fig. 2 is that a kind of displacement body structure of the modular multi-directional deflection comb plate bridge expansion device of very large displacement of the present invention is shown It is intended to;
Fig. 3 is a kind of displacement bolt assembly of the modular multi-directional deflection comb plate bridge expansion device of very large displacement of the present invention Structural schematic diagram;
Fig. 4 is a kind of carriage assembly structure of the modular multi-directional deflection comb plate bridge expansion device of very large displacement of the present invention Schematic diagram.
Specific embodiment
In the description of the present invention, it is to be understood that, term " center ", "upper", "lower", "front", "rear", " left side ", The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal", "top", "bottom", "inner", "outside" is based on the figure Orientation or positional relationship is merely for convenience of description of the present invention and simplification of the description, rather than the device of indication or suggestion meaning or Element must have a particular orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention. Term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance or implicitly indicate The quantity of indicated technical characteristic." first " is defined as a result, the feature of " second " can explicitly or implicitly include one A or more this feature.In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or two with On.
Below with reference to attached drawing, the present invention is described in detail.
As described in Figure 1, the modular multi-directional deflection comb plate bridge expansion device of a kind of very large displacement, including movable fishback 1 and fixed broach plate 2, one end of the activity fishback 1 connects the bituminous pavement 10 of steel box-girder beam body 9, institute by bolster 4 The interlaced overlap joint in one end of the other end and the fixed broach plate 2 of stating movable fishback 1 is fixed on bridge floor, the fixation The other end of fishback 2 connects road surface embedded bar by carriage assembly 5;It further include being mounted on mounting rack in steel box-girder beam body 9 7, displacement shock absorber part 3 is provided between the mounting rack 7 and the movable fishback 1.
Specifically, the activity fishback 1 and fixed broach plate 2 are combined type tooth plate, the comb of the activity fishback 1 The mutually interspersed arrangement of the comb teeth slot of tooth and the fixed broach plate 2.
Specifically, the combined type tooth plate by length is 1500-2000mm, the steel comb teeth that width is 6-8cm passes through anchor The connection of firmware 6 is made.
It should be noted that the bolster 4 includes natural rubber item, the bolster 4 is pacified by the stainless steel plate of bottom Between the bituminous pavement 10 and movable fishback 1 of the steel box-girder beam body 9.The bridge extension joint further includes guard member 8, The guard member 8 includes safety bolt, and one end of the safety bolt connects the mounting rack 7, the safety bolt it is another The end connection movable fishback 1.
In actual work, the every meter Yi Mo of bridge extension joint, functional independence are independent of each other.Fishback one end increases by becoming Position 3 self-organizing system of shock absorber part, when beam body by wind-force, it is vehicle-mounted the effects of power so that beam-ends is generated level angle when, displacement shock absorber part 3 is logical The gap crossed between fishback is rotated with bridge.When vertical corner occurs for beam body or rolls and high frequency tamping situation in wheel Under, shock absorber part 3 is conjugated centered on conjugating column, is integrally turned by the torsion realization device system that displacing system squeezes rubber planchet It is dynamic.Meanwhile displacement column can realize the separation of rotation feasible system and concrete, and stress is made to be independent of each other, change freely.When bridge by To multidirectional external force force action when, which equally can satisfy the torsional deflection requirement of this resultant force.During twisting property passes through Displacement shock absorber part 3 at the heart realizes that entire resultant force corner is uniformly distributed in each unit module, actively complies with bridge change Position makes each of telescopic device have Self-centering Action to rotation displacement, return, and not by the interference of other objects, it is ensured that device It operates lossless.
As shown in Fig. 2, the displacement shock absorber part 3 includes displacement column 31 and displacement bolt assembly 33:
Rubber washer 32, institute are provided between the stainless steel plate of 1 bottom of top and movable fishback of the displacement column 31 Upper plane of the basis rest in the mounting rack 7 of displacement column 31 is stated, the upper plane of the mounting rack 7 is provided with displacement column 31 Pipe, the setting of displacement column 31 is in the displacement column 31 is managed;
As shown in figure 3, the displacement bolt assembly 33 includes Elastic Bolts set, the first bolt 331 and the second bolt 332, Connection, first bolt 331 and second are mutually buckled after one end bending ring of one end of first bolt 331 and the second bolt 332 The inside of the Elastic Bolts set is arranged in bolt 332.
Specifically, the displacement column 31 is made of polytetrafluoroethylene material.
Specifically, the Elastic Bolts set is poured using polyurethane material and is made.
It should be noted that displacement bolt assembly 33 can realize 360 ° without dead angle rotation function, and very big weight is more born, Wherein Elastic Bolts set can play position-limiting action (convenient when installation), and the solidifying soil of flood is isolated, protection displacement bolt deflection function.
As shown in figure 4, the carriage assembly 5 includes fixation steel plate 501, bracket 502 and L-type bolt 503, the fixed steel The setting of plate 501 is determined between fishback bottom surface and bracket 502 described, and the screwed one end of the L-type bolt 503 is sequentially connected The other end of fixed broach plate 2, fixation steel plate 501 and bracket 502, the L-type bolt 503 connects road surface embedded bar.
It should be noted that further including neoprene waterstop, the neoprene waterstop setting is in the movable fishback 1 Comb teeth and fixed broach plate 2 the mutually interspersed place of comb teeth slot lower section.
The present invention uses modular designs, and the structure for changing traditional modulus type and Simple comb toothed plate type telescopic device lacks It falls into, avoids phenomena such as jumping vehicle, leak at expansion joint, bridge multi-directional deflection, is realized by setting displacement part and bolster 4 more To translation, can not only reduce vehicle by when noise, while can effectively simplify the links such as installation, the maintenance of telescopic device Cost and workload.
It conjugates in addition, product of the present invention solves the three-dimensional that China's telescopic device for a long time lacks, is three-dimensional mobile, durable Property, the problems such as environmentally friendly damping, be effectively facilitated China's telescopic device technology and drawn close to international most advanced level;The product is greatly reduced Requirement to reserved groove depth, it is easy for construction, reduce difficulty of construction and cost.It, only need to be to the module of damage when maintenance unit Independent disassembling, assembling and replacing, and only require that direction across bridge has the work surface of a lane width, can in the case where uninterrupted traffic office Portion replaces module, and operation cost is low, remarkable benefit.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations;Although Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: it still may be used To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features; And these are modified or replaceed, technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution spirit and Range.

Claims (9)

1. a kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement, which is characterized in that including movable fishback The bituminous pavement of steel box-girder beam body, the activity are connected by bolster with one end of fixed broach plate, the activity fishback The interlaced overlap joint in one end of the other end of fishback and the fixed broach plate is fixed on bridge floor, the fixed broach plate The other end connects road surface embedded bar by carriage assembly;It further include being mounted on mounting rack in steel box-girder beam body, the mounting rack Displacement shock absorber part is provided between the movable fishback;The displacement shock absorber part includes displacement column and displacement bolt assembly:
Rubber washer is provided between the top of the displacement column and the stainless steel plate of movable fishback bottom, the displacement column For basis rest in the upper plane of the mounting rack, the upper plane of the mounting rack is provided with displacement column tube, the displacement column setting In the displacement column tube;
The displacement bolt assembly includes Elastic Bolts set, the first bolt and the second bolt, one end of first bolt and the Connection is mutually buckled after one end bending ring of two bolts, first bolt and the second bolt are arranged in the Elastic Bolts set Portion.
2. multi-directional deflection comb plate bridge expansion device according to claim 1, which is characterized in that the activity fishback It is combined type tooth plate with fixed broach plate, the comb teeth slot phase interpenetrating of the comb teeth and the fixed broach plate of the activity fishback Insert arrangement.
3. multi-directional deflection comb plate bridge expansion device according to claim 2, which is characterized in that the combined type tooth plate It is made up of the steel comb teeth that length is 1500-2000mm, width is 6-8cm of anchoring piece connection.
4. multi-directional deflection comb plate bridge expansion device according to claim 1, which is characterized in that the displacement column is by gathering Tetrafluoroethene material is made.
5. multi-directional deflection comb plate bridge expansion device according to claim 1, which is characterized in that the Elastic Bolts set It is poured and is made using polyurethane material.
6. multi-directional deflection comb plate bridge expansion device according to claim 1, which is characterized in that the carriage assembly packet Fixation steel plate, bracket and L-type bolt are included, the fixation steel plate setting is determined between fishback bottom surface and bracket described, the L-type The screwed one end of bolt is sequentially connected fixed broach plate, fixation steel plate and bracket, the other end link road of the L-type bolt Face embedded bar.
7. multi-directional deflection comb plate bridge expansion device according to claim 1, which is characterized in that the bolster includes Natural rubber item, the bolster are mounted on the bituminous pavement and movable comb teeth of the steel box-girder beam body by the stainless steel plate of bottom Between plate.
8. multi-directional deflection comb plate bridge expansion device described in -7 any one according to claim 1, which is characterized in that also wrap Guard member is included, the guard member includes safety bolt, and one end of the safety bolt connects the mounting rack, the safety bolt The other end connection movable fishback.
9. multi-directional deflection comb plate bridge expansion device described in -7 any one according to claim 1, which is characterized in that also wrap Neoprene waterstop is included, the comb teeth of the movable fishback and the comb teeth slot of fixed broach plate is arranged in the neoprene waterstop The lower section at mutually interspersed place.
CN201710545781.6A 2017-07-06 2017-07-06 A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement Active CN107190641B (en)

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CN108360373A (en) * 2018-02-13 2018-08-03 陕西恒宇工程材料有限公司 Modular multi-directional deflection comb plate bridge expansion device
CN109338876B (en) * 2018-11-15 2020-05-22 山西省交通新技术发展有限公司 Embedded comb plate telescopic device and using method
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200358314Y1 (en) * 2004-05-13 2004-08-06 주식회사 리더스산업 Finger joint for connecting upper plates of bridge expansively
CN201485787U (en) * 2009-08-31 2010-05-26 徐斌 Bridge expansion joint device with capacity of performing vertical displacement
CN102277829A (en) * 2011-05-16 2011-12-14 西安中交土木科技有限公司 Module broach plate type multi-directional shift bridge expandable device and installation method thereof
CN204491411U (en) * 2015-05-13 2015-07-22 衡水铭健工程橡胶有限公司 A kind of modular multi-directional deflection comb-formed retractable device
CN105603871A (en) * 2016-03-09 2016-05-25 西安市临潼区恒宇工程材料有限公司 Bridge telescoping unit component and bridge telescoping device
CN106284062A (en) * 2016-08-31 2017-01-04 陕西恒宇工程材料有限公司 Bridge telescopic unit component and bridge extension joint

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200358314Y1 (en) * 2004-05-13 2004-08-06 주식회사 리더스산업 Finger joint for connecting upper plates of bridge expansively
CN201485787U (en) * 2009-08-31 2010-05-26 徐斌 Bridge expansion joint device with capacity of performing vertical displacement
CN102277829A (en) * 2011-05-16 2011-12-14 西安中交土木科技有限公司 Module broach plate type multi-directional shift bridge expandable device and installation method thereof
CN204491411U (en) * 2015-05-13 2015-07-22 衡水铭健工程橡胶有限公司 A kind of modular multi-directional deflection comb-formed retractable device
CN105603871A (en) * 2016-03-09 2016-05-25 西安市临潼区恒宇工程材料有限公司 Bridge telescoping unit component and bridge telescoping device
CN106284062A (en) * 2016-08-31 2017-01-04 陕西恒宇工程材料有限公司 Bridge telescopic unit component and bridge extension joint

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