CN106284062A - Bridge telescopic unit component and bridge extension joint - Google Patents

Bridge telescopic unit component and bridge extension joint Download PDF

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Publication number
CN106284062A
CN106284062A CN201610790592.0A CN201610790592A CN106284062A CN 106284062 A CN106284062 A CN 106284062A CN 201610790592 A CN201610790592 A CN 201610790592A CN 106284062 A CN106284062 A CN 106284062A
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CN
China
Prior art keywords
bridge
plate
displacement
portable plate
displacement post
Prior art date
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.)
Pending
Application number
CN201610790592.0A
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Chinese (zh)
Inventor
郑永锋
南金龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xi'an Zhongjiao Baijia Technology Development Co. Ltd.
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Shaanxi Hengyu Engineering Materials Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shaanxi Hengyu Engineering Materials Co Ltd filed Critical Shaanxi Hengyu Engineering Materials Co Ltd
Priority to CN201610790592.0A priority Critical patent/CN106284062A/en
Publication of CN106284062A publication Critical patent/CN106284062A/en
Pending legal-status Critical Current

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Classifications

    • 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

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

Abstract

Presently disclosed a kind of bridge telescopic unit component and bridge extension joint, bridge telescopic unit component, by displacement post construction deformation, can complete to horizontally rotate, vertically rotate and twisting actions, fully meet the displacement of bridge superstructure under External Force Acting, meet damping requirement simultaneously.Reduce the use of centre bolt simultaneously, improve the bulk strength of displacement post main body, reduce the situations such as cracking and occur;By the bridge extension joint of bridge telescopic unit component composition, assembly function is independent, and service life extends, and operation stability is more preferable, is conducive to again manufacturing, installs, changes, the quality monitoring of the links such as detection.

Description

Bridge telescopic unit component and bridge extension joint
Technical field
The present invention relates to the layout at expansion joint, build or interconnection technique field, particularly relate to a kind of bridge telescopic unit structure Part and bridge extension joint.
Background technology
Retractor device is one of critical function component of bridge, by between the beam-ends and beam-ends of bridge, beam-ends and abutment Between install retractor device, can effectively reconcile because car load, environmental characteristic and bridge construction material own physical performance are drawn The displacement structure sent out, causes the problem that bridge is impaired.Retractor device should meet following condition: fully meets bridge under External Force Acting The displacement of superstructure;Must be solid and reliable, durable in use;Mechanical wear, collision can be resisted;Guarantee steady, the safety that is open to traffic; Prevent rainwater and rubbish from penetrating into;It is convenient to install, and is readily inspected dimension and supports.
In prior art, bridge extension joint version is mainly modulus type and Simple comb increment formula, and modulus type stretches Device, mainly based on imitative Maurer expansion installation, is typically designed to cell structure, and Simple comb increment formula is at Japan's retractor device On the basis of simplify retractor device.But either modular expansion device or Simple comb increment formula retractor device, There is more problem in the engineering used.Easily occur at expansion joint to jump car, leak;Modular expansion device cell structure falls apart, Middle joist steel breaking releasing, Simple comb increment retractor device nut comes off, nose of comb bending.For avoiding sending out of above-mentioned technical problem Raw, those skilled in the art install centre bolt additional by employing, make the nose of comb of described portable plate produce with centre bolt for the center of circle Unboiled water azimuth, so that bridge has horizontal displacement ability, it is to avoid bridge breaking is dangerous.But the fixing of centre bolt is easily led Cause portable plate performance to reduce, and cause centre bolt to be easily corroded aging to cause danger.
Summary of the invention
For drawbacks described above and the problem of prior art, the purpose of the embodiment of the present invention is to provide ....
In order to achieve the above object, the present invention provides following technical scheme:
The one that the present invention provides, bridge telescopic unit component, including, portable plate, described portable plate one end is nose of comb, Also include, displacement post main body, displacement post column jacket, displacement post inner prop and displacement column base plate;Described displacement post main body is vertical to be installed on The center of described displacement column base plate;Described displacement post column jacket is sheathed on outside described displacement post main body, at the bottom of described displacement post Plate is fixing to be connected;Described displacement post inner prop is arranged at the gap between displacement post column jacket and described displacement post main body, with described Displacement column base plate is fixing to be connected;Described displacement column base plate is bolted with described portable plate;When described portable plate is squeezed Time, make the nose of comb of portable plate produce level angle with displacement post main body for the center of circle.
Wherein, also include: vertical rotating packing ring;Described vertical rotating packing ring is arranged at described displacement post column jacket and portable plate Between, when conjugating column assembly and extruding described vertical rotating packing ring, drive the nose of comb vertical rotating of described portable plate.
Wherein, including, fixed plate;Described fixed plate and described portable plate are by comb structure, with the comb of described portable plate Increment is flexibly connected.
Bridge extension joint, the most assembled by above-mentioned bridge telescopic unit component;Described portable plate is lived with bridge Dynamic portion bolt connects, and fixed plate is arranged at and the bridge fixed part corresponding to described bridge movable part.
Wherein, the lower surface of described portable plate and described bridge movable part junction arrange rubber sheet gasket.
Wherein, the side surface of described portable plate and described bridge movable part junction arrange rubber strip.
Wherein, also include, waterstop, described waterstop two ends respectively with described bridge fixed part and described bridge movable part Connect, be positioned at below portable plate.
Wherein, also including, steel plate, described steel plate is arranged at described bridge fixed part, is positioned at described fixed plate lower end, and with Comb structure lower surface is fitted.
Wherein, also including, canvas rubber slab, described canvas rubber slab is arranged at described lower surface of steel plate.
Bridge telescopic unit component disclosed in this invention, by displacement post construction deformation, can complete to horizontally rotate, vertically Rotate and twisting actions, fully meet the displacement of bridge superstructure under External Force Acting, meet damping requirement simultaneously.Subtract simultaneously The use of few centre bolt, improves the bulk strength of displacement post main body, reduces the situations such as cracking and occurs;By bridge telescopic unit The bridge extension joint of component composition, assembly function is independent, and service life extends, and operation stability is more preferable, is conducive to again system Make, install, change, the quality monitoring of the links such as detection.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing In having technology to describe, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only this Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, also may be used To obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the A-A direction view of Fig. 1;
Fig. 3 is the partial enlarged drawing of Fig. 2.
Detailed description of the invention
Below in conjunction with embodiments of the invention, technical scheme is clearly and completely described, it is clear that Described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Based on the enforcement in the present invention Example, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into The scope of protection of the invention.
Shown in Fig. 1-3, bridge telescopic unit component, including portable plate 1 and fixed plate 2, one end of portable plate is comb Increment 3, fixed plate 1 is connected by comb structure with portable plate 2.Comb structure entirety strides across beam-ends gap so that it is structure stress Rationally, and durable in use.Comb end forms domatic, and the rubbish between comb is released by force by domatic comb, and taken away by driving, Beam-ends gap will not be entered.Mutually intert between comb and arrange that each comb 6~8cm width intersects all the time when being subjected to displacement and do not takes off From.Comb structure direction is consistent with vehicle pass-through direction, reduces impulsive force during wheel transition, makes driving smooth out.
Also include, displacement post main body 401, displacement post column jacket 402, displacement post inner prop 403 and displacement column base plate 404;Described The displacement vertical center being installed on described displacement column base plate 404 of post main body 401;Described displacement post column jacket 402 is sheathed on described Outside displacement post main body 401, fix with described displacement column base plate 404 and be connected;Described displacement post inner prop 403 is arranged at outside displacement post At gap between post 402 and described displacement post main body 401, fix with described displacement column base plate 404 and be connected;At the bottom of described displacement post Plate 404 is connected by bolt 405 with described portable plate 1;When described portable plate is squeezed, make the nose of comb of portable plate with displacement Post main body 401 produces level angle for the center of circle.
Further at displacement post column jacket 402, vertical rotating packing ring 8 is set with portable plate 1 junction.When displacement column assembly 6 Extruding vertical rotating packing ring 8, vertical rotating packing ring 8 deformation, thus meet nose of comb and produce vertical corner.When there is distortion, By extruding vertical rotating packing ring, the torsion of nose of comb can be met.
By L-type shape bolt, portable plate 1 being installed on bridge movable part 101, fixed plate 2 is bolted to bridge by L-type Beam fixed part 102.Bridge movable part 101 matches with bridge fixed part 102.Lower surface and bridge movable part at portable plate 1 101 junctions arrange rubber sheet gasket 9.The side surface of portable plate 102 and described bridge movable part 101 junction arrange rubber strip 10.Between vehicle and retractor device, when colliding between the internal each parts of retractor device, it is possible to play good vibration damping and make With, reduce vehicle by time noise;
And designed by vertical rotating packing ring and rubber sheet gasket etc. so that device and beam body are for flexibly connecting, and load impacts Power is absorbed by elastomeric material and transmits, and significantly weakens beam body vibration, the deformation destruction to retractor device, and anti-fatigue performance is bright Show and be superior to other structures.
In fixed plate 2 lower end, arranging steel plate 11, steel plate 11 uses rustless steel.At steel plate 11, lower floor arranges canvas rubber slab 12, canvas rubber slab 12 lower surface is fitted with bridge fixed part 102.The upper surface of steel plate 11 pastes with the lower surface of comb structure Close, make bridge telescopic unit component and steel plate be close to continuously, will not be invaded by rubbish.
Bridge fixed part 102 and bridge movable part 101 connect and arrange waterstop 13 at gap, waterstop 13 material selection sail Cloth rubber.Rainwater is automatically imported waterstop 13 by device after bridge floor spilled water hole is drained and discharges, and water resistance is preferable.Waterstop Use canvas rubber, be difficult to aging breakage.And it being positioned at gap, it is to avoid sunlight irradiates aging.
Bridge extension joint is to use above-mentioned bridge telescopic unit component to assemble.During assembling, along bridge to installation, each The width of bridge telescopic unit component is 1m, can also design other width according to demand.Wherein, bridge movable part can be beam End, bridge fixed part can be another corresponding beam-ends.Or bridge movable part can be beam-ends, bridge fixed part is bridge Platform, is installed on relevant position according to demand.Level angle and torsional deflection is made to be evenly distributed to each bridge flexible single In unit's component, actively adapt to the displacement of bridge, guaranteed that device runs well.Need due to the reason such as aging when retractor device During reparation, only individually disassembling, assembling and replacing damages bridge telescopic unit component.The operation of one lane width is set at direction across bridge Face, can modular repair in the case of uninterrupted traffic so that operation cost reduces, remarkable benefit.And fill with modulus type Putting and install with the same Life Calculation of valency, operation cost is only the 1/5 of modulus type.The performance ginseng of the bridge extension joint after installing Maximum horizontal frictional resistance≤5kN/m when number is for stretching, compressing.When stroke is 80mm~720mm, stretch, maximum when compressing Vertical deviation be≤1.0mm, when stroke is 800~1440mm, stretches, maximum vertical deviation is≤1.3mm when compressing, and stretches When amount is 1520~2240mm, stretch, maximum vertical deviation is≤1.6mm when compressing, and when stroke is 2320~3000mm, draws Stretch, maximum vertical deviation is≤1.9mm when compressing.Allow corner deviation, vertical corner≤0.005rad, level angle≤ 0.005rad。
The above, the only detailed description of the invention of the present invention, but protection scope of the present invention is not limited thereto, and any Those familiar with the art, in the technical scope that the invention discloses, can readily occur in change or replace, should contain Cover within protection scope of the present invention.Therefore, protection scope of the present invention should described be as the criterion with scope of the claims.

Claims (9)

1. bridge telescopic unit component, including, portable plate, described portable plate one end is nose of comb, it is characterised in that: also include, Displacement post main body, displacement post column jacket, displacement post inner prop and displacement column base plate;Described displacement post main body is vertical is installed on described displacement The center of column base plate;Described displacement post column jacket is sheathed on outside described displacement post main body, fixes even with described displacement column base plate Connect;Described displacement post inner prop is arranged at the gap between displacement post column jacket and described displacement post main body, at the bottom of described displacement post Plate is fixing to be connected;Described displacement column base plate is bolted with described portable plate;When described portable plate is squeezed, make activity The nose of comb of plate produces level angle with displacement post main body for the center of circle.
Bridge telescopic unit component the most according to claim 1, it is characterised in that: also include: vertical rotating packing ring;Described Vertical rotating packing ring is arranged between described displacement post column jacket and portable plate, when displacement column assembly extrudes described vertical rotating packing ring Time, drive the nose of comb vertical rotating of described portable plate.
Bridge telescopic unit component the most according to claim 2, it is characterised in that: include, fixed plate;Described fixed plate with Described portable plate passes through comb structure, is flexibly connected with the nose of comb of described portable plate.
4. bridge extension joint, it is characterised in that sequentially spelled by the bridge telescopic unit component described in any one of claim 1-3 Dress forms;Described portable plate is connected with bridge movable part bolt, and fixed plate is arranged at and the bridge corresponding to described bridge movable part Beam fixed part.
Bridge extension joint the most according to claim 4, it is characterised in that the lower surface of described portable plate and described bridge Movable part junction arranges rubber sheet gasket.
Bridge extension joint the most according to claim 4, it is characterised in that the side surface of described portable plate and described bridge Movable part junction arranges rubber strip.
Bridge extension joint the most according to claim 4, it is characterised in that also include, waterstop, described waterstop two ends It is connected with described bridge fixed part and described bridge movable part respectively, is positioned at below portable plate.
8. according to the bridge extension joint described in any one of claim 4-7, it is characterised in that also include, steel plate, described steel plate It is arranged at described bridge fixed part, is positioned at described fixed plate lower end, and fits with comb structure lower surface.
Bridge extension joint the most according to claim 8, it is characterised in that also include, canvas rubber slab, described canvas rubber Offset plate is arranged at described lower surface of steel plate.
CN201610790592.0A 2016-08-31 2016-08-31 Bridge telescopic unit component and bridge extension joint Pending CN106284062A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610790592.0A CN106284062A (en) 2016-08-31 2016-08-31 Bridge telescopic unit component and bridge extension joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610790592.0A CN106284062A (en) 2016-08-31 2016-08-31 Bridge telescopic unit component and bridge extension joint

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Publication Number Publication Date
CN106284062A true CN106284062A (en) 2017-01-04

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190641A (en) * 2017-07-06 2017-09-22 陕西恒宇工程材料有限公司 A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement
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
CN112160238A (en) * 2020-10-10 2021-01-01 西安华盾工程科技有限公司 Simply supported bridge expansion device with two ends capable of rotating in multiple directions and installation method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012162955A (en) * 2011-02-09 2012-08-30 Chugai Doro Kk Expansion device for bridge and construction method thereof
JP2014105524A (en) * 2012-11-29 2014-06-09 Yokogawa Sumikin Bridge Corp Expansion device using fatigue resistance steel
CN203716057U (en) * 2014-02-27 2014-07-16 山东斯普润桥梁材料技术有限公司 Unit type multidirectional displacement comb plate bridge expansion device
CN203741698U (en) * 2014-01-22 2014-07-30 武汉臣基工程科技有限公司 Assembly type multidirectional displacement bridge expansion 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
CN205399205U (en) * 2016-03-09 2016-07-27 西安市临潼区恒宇工程材料有限公司 Flexible post subassembly that shifts of bridge

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012162955A (en) * 2011-02-09 2012-08-30 Chugai Doro Kk Expansion device for bridge and construction method thereof
JP2014105524A (en) * 2012-11-29 2014-06-09 Yokogawa Sumikin Bridge Corp Expansion device using fatigue resistance steel
CN203741698U (en) * 2014-01-22 2014-07-30 武汉臣基工程科技有限公司 Assembly type multidirectional displacement bridge expansion device
CN203716057U (en) * 2014-02-27 2014-07-16 山东斯普润桥梁材料技术有限公司 Unit type multidirectional displacement comb plate bridge expansion 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
CN205399205U (en) * 2016-03-09 2016-07-27 西安市临潼区恒宇工程材料有限公司 Flexible post subassembly that shifts of bridge

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190641A (en) * 2017-07-06 2017-09-22 陕西恒宇工程材料有限公司 A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement
CN107190641B (en) * 2017-07-06 2019-06-04 陕西恒宇工程材料有限公司 A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement
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
CN112160238A (en) * 2020-10-10 2021-01-01 西安华盾工程科技有限公司 Simply supported bridge expansion device with two ends capable of rotating in multiple directions and installation method

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Effective date of registration: 20170227

Address after: 710065 Shaanxi city of Xi'an province high tech Zone Jinye Road Green Central Square - Blue Ocean fourth unit 1 building 15 layer 11506.

Applicant after: Xi'an Zhongjiao Baijia Technology Development Co. Ltd.

Address before: Lintong District of Shaanxi Province, 710000 Walker Street office in Xi'an City West Village (East Diamond brick factory hospital)

Applicant before: Shaanxi Hengyu Engineering Materials Co. Ltd.

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Application publication date: 20170104

WD01 Invention patent application deemed withdrawn after publication