CN104480854B - Level is to adjustable seats - Google Patents

Level is to adjustable seats Download PDF

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Publication number
CN104480854B
CN104480854B CN201410781082.8A CN201410781082A CN104480854B CN 104480854 B CN104480854 B CN 104480854B CN 201410781082 A CN201410781082 A CN 201410781082A CN 104480854 B CN104480854 B CN 104480854B
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CN
China
Prior art keywords
plate
upper bracket
axle sleeve
bracket plate
lower support
Prior art date
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Active
Application number
CN201410781082.8A
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Chinese (zh)
Other versions
CN104480854A (en
Inventor
罗世东
林文泉
赵志军
杨光
蔡泽
崔阳华
仝强
吴成亮
闫蕾蕾
程为
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.)
WUHAN NEWTERY ENGINEERING TECHNOLOGY Co Ltd
China Railway Siyuan Survey and Design Group Co Ltd
Original Assignee
WUHAN NEWTERY ENGINEERING TECHNOLOGY Co Ltd
China Railway Siyuan Survey and Design Group Co Ltd
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Publication date
Application filed by WUHAN NEWTERY ENGINEERING TECHNOLOGY Co Ltd, China Railway Siyuan Survey and Design Group Co Ltd filed Critical WUHAN NEWTERY ENGINEERING TECHNOLOGY Co Ltd
Priority to CN201410781082.8A priority Critical patent/CN104480854B/en
Publication of CN104480854A publication Critical patent/CN104480854A/en
Application granted granted Critical
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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
    • E01D19/04Bearings; Hinges
    • E01D19/042Mechanical bearings
    • E01D19/047Pot bearings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/30Tracks for magnetic suspension or levitation vehicles
    • E01B25/305Rails or supporting constructions
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/09Ballastless systems

Abstract

The invention discloses a kind of level to adjustable seats, it is by rotating between spherical crown and upper bracket plate, spherical crown is sliding in lower support plate, to meet wide-angle supertronic demand, the displacement of upper bracket plate and spherical crown during by postive stop baffle to be limited in bearing large rotation angle supertronic, it is ensured that Stability Analysis of Structures and safety;Being embedded with replaceable axle sleeve on upper bracket plate, the later stage, by changing excentric sleeve, can meet level to regulatory demand.

Description

Level is to adjustable seats
Technical field
The present invention relates to bridge pad and device, in particular to a kind of level for being connected between bridge beam body with bridge pier to adjustable seats.
Background technology
The critical component that bearing is formed a connecting link as bridge, the counter-force of bridge superstructure and deformation (displacement and corner) can be passed to bridge substructure by reliably.The bearing that current China railways adopts mostly is pot rubber bearing and ball shaped steel bearing, and corner is generally ± 0.02rad, and the supertronic of wide-angle need to by adding the realizations such as wedge.
The compression rotating through rubber blanket of pot rubber bearing realizes, corner is usually more than ± 0.02rad, the demand of large rotation angle can not be met, the supertronic of wide-angle need to by adding the realizations such as wedge in bearing upper end, but practice of construction difficulty is big, operating process is difficult to control, and owing to work progress exists error, it is difficult to ensure that wedge lower surface is that face contacts with upper surface of support, and often become linear contact lay, make beam body part come to nothing, cause upper surface of support discontinuity, reduce the service life of bearing.
Spherical steel support is a kind of novel bridge bearing grown up on the basis of pot rubber bearing, it may be achieved the demand of large rotation angle, is characterized in that level angle is big, high-bearing capacity, abrasion performance, but there is unstability when bearing large rotation angle supertronic and be likely to.
Additionally, the railcar train of the high-speed transits such as magnetic suspension train, linear to circuit has very high required precision, under the effect of track dead load and load, it is inevitable that later stage produces foundation uneven settlement, especially dislocation that differential settlement causes between two adjacent bridge piers upper track beam is linear and sudden change, for being definitely unallowed as this kind of high-speed track transportation system of magnetic suspension train.Therefore, after exceeding the displacement that train rail allows, it is necessary to track girder is adjusted.Current track beam support regulates by adding wedge and moving back the modes such as wedge and realize in horizontal direction, and practice of construction difficulty is big, and operating process is difficult to control.
Such as, the adjustment of Shanghai Maglev bearing lateral displacement is by taking out in both lateral sides, inserting gag, and promotes the mode that stud base slides on base plate to realize lateral adjustments, and structure is more complicated, because there being clapboard, gag etc., horizontal force is also more complicated;And realize single direction (transverse direction) only to regulate, it is impossible to enough each levels that realizes truly regulate.
Thus how in conjunction with the requirement of magnetic suspension bearing, design meet level regulate to displacement require, safe and reliable bearing is urgently research and one of key technology of solving.
Summary of the invention
Present invention aim to solve the deficiency of above-mentioned background technology, it is provided that a kind of meet wide-angle supertronic requirement and level and regulate the level requiring and being applicable to magnetic-levitation traffic to displacement to adjustable seats.
The technical scheme is that a kind of level is to adjustable seats, it includes the upper bracket plate for being connected, lower support plate for being connected with bridge pier with bridge beam body, it is characterized in that: between described lower support plate and upper bracket plate, spherical crown is set, described spherical crown end face and described upper bracket plate bottom surface are mating spherical surfaces, and described spherical crown bottom surface is that plane coordinates with described lower support plate end face;Described lower support plate end face surrounding is all fixed with postive stop baffle, and the inner side of described postive stop baffle is arranged on the surrounding of described upper bracket plate, is provided with gap between described postive stop baffle and described upper bracket plate;Four Angle Position of described upper bracket plate are embedded with dismountable axle sleeve, and described axle sleeve is provided with the first bolt hole vertically, and described axle sleeve is connected with beam body by the bolt being arranged in the first bolt hole.
Described axle sleeve is bolted to described upper bracket intralaminar part by the baffle plate and baffle plate being disposed thereon portion, described axle sleeve offers hole, location, described baffle plate offers multiple second bolt hole, one of them baffle plate bolt enters in hole, location through the second bolt hole, and all the other baffle plate bolts enter in upper bracket plate through residue the second bolt hole.
The periphery of described axle sleeve is vertically provided with limited post, and namely hole, described location is arranged on described limited post.
The bottom of described axle sleeve is additionally provided with the screwed hole for follow-up dismounting axle sleeve.
It is provided with sphere wearing plate between described spherical crown end face and described upper bracket plate bottom surface;It is provided with planar lasting board between described spherical crown bottom surface and described lower support plate end face.
It is additionally provided with dust-proof coaming plate between described upper bracket plate and described lower support plate.
Described upper bracket plate top surface is connected by the first anchor component and bridge beam body are fixing, and described lower support plate underrun the second anchor component is fixing with bridge pier to be connected.
The level of the present invention is to adjustable seats, by rotating between spherical crown and upper bracket plate, spherical crown is sliding in lower support plate, to meet wide-angle supertronic demand, the displacement of upper bracket plate and spherical crown during by postive stop baffle to be limited in bearing large rotation angle supertronic, it is ensured that Stability Analysis of Structures and safety;Being embedded with replaceable axle sleeve on upper bracket plate, the later stage, by changing excentric sleeve, can meet level to regulatory demand.
The level of the present invention is to adjustable seats, and overall structure is little, light weight, cost performance high, can meet wide-angle supertronic demand, and keep Stability Analysis of Structures and safety, the level that can also realize, to adjustment, effectively meets beam body displacement regulatory demand, to be effectively improved the service life of bearing.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the layout schematic diagram of bottom bracket axle of the present invention;
Fig. 3 is axle sleeve scheme of installation;
Fig. 4 is the schematic top plan view of Fig. 3;
Fig. 5 is the excentric sleeve schematic diagram of follow-up replacing;
Fig. 6 is baffle plate schematic diagram.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.
With reference to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a kind of level of the present embodiment is to adjustable seats, it includes the upper bracket plate 2 for being connected, lower support plate 8 for being connected with bridge pier with bridge beam body, spherical crown 6 is set between lower support plate 8 and upper bracket plate 2, spherical crown 6 end face and upper bracket plate 2 bottom surface are mating spherical surfaces, and spherical crown 6 bottom surface is that plane coordinates with lower support plate 8 end face, by rotating between spherical crown 6 and upper bracket plate 2, spherical crown 6 sliding in lower support plate 8, meets wide-angle supertronic demand;Lower support plate 8 end face surrounding is all fixed with postive stop baffle 4, postive stop baffle 4 is fixed in the projection in lower support plate 8 by follower bolt 5, the inner side of postive stop baffle 4 is arranged on the surrounding of upper bracket plate 2, enough gaps it are provided with between postive stop baffle 4 and upper bracket plate 2, postive stop baffle 4 can limit the displacement of upper bracket plate 2 and spherical crown 6 during bearing large rotation angle supertronic, particularly disclosure satisfy that ± 0.06rad slope self-regulating demand, to ensure Stability Analysis of Structures and safety;Also it is embedded with dismountable axle sleeve 11 at four Angle Position of upper bracket plate 2, axle sleeve 11 is provided with the first bolt hole 11.1 vertically, axle sleeve 11 is connected with beam body by the bolt being arranged in the first bolt hole 11.1, when beam body needs occurred level displacement, first remove axle sleeve 11, beam body carries out horizontal displacement more subsequently, then an excentric sleeve (with reference to Fig. 5) is changed, first bolt hole of this excentric sleeve need to be corresponding with the bolt position being used for connecting beam body, convenient and simple, and level can be met to regulatory demand.
With reference to Fig. 3, Fig. 4, Fig. 5 and Fig. 6, it is internal that the axle sleeve 11 of the present embodiment is fixed on upper bracket plate 2 by the baffle plate 12 and baffle plate bolt 13 being disposed thereon portion, the periphery of axle sleeve 11 is vertically provided with a limited post 11.3, limited post 11.3 is provided with hole 11.2, location, it is further opened with multiple second bolt hole 12.1 at baffle plate 12, one of them baffle plate bolt 13 enters in hole 11.2, location through the second bolt hole 12.1, and all the other baffle plate bolts 13 enter in upper bracket plate 2 through residue the second bolt hole 12.1.Owing to axle sleeve 11 only one of which baffle plate bolt is connected with baffle plate 12, to facilitate dismounting, carry out vertical spacing additionally by baffle plate 12, safe and reliable.
It is additionally provided with the screwed hole 14 for follow-up dismounting axle sleeve 11 in the bottom of axle sleeve 11, can be inquired about by instrument during dismounting, time saving and energy saving.
The present embodiment is provided with sphere wearing plate 3 between spherical crown 6 end face and upper bracket plate 2 bottom surface, it is provided with planar lasting board 7 between spherical crown 6 bottom surface and lower support plate 8 end face, sphere wearing plate 3 and planar lasting board 7, to reduce the coefficient of friction between spherical crown 6 end face and upper bracket plate 2 bottom surface, spherical crown 6 bottom surface and lower support plate 8 end face, make slip or rotate more smooth and easy.
It addition, the present invention adopts enclosed construction, between upper bracket plate 2 and lower support plate 8, namely it is additionally provided with dust-proof coaming plate 10, with effectively dust-proof, it is ensured that the service life of bearing.
Upper bracket plate 2 end face of the present embodiment is connected by the first anchor component 1 and bridge beam body are fixing, and lower support plate 8 underrun the second anchor component 9 is fixing with bridge pier to be connected.First anchor component 1 is buried underground with bridge beam body, and the second anchor component 11 is embedded in bridge pier, in order to transmit horizontal shear.
The level of the present invention is to adjustable seats, and overall structure is little, light weight, cost performance high, can meet wide-angle supertronic demand, and keep Stability Analysis of Structures and safety, the level that can also realize, to adjustment, effectively meets beam body displacement regulatory demand, to be effectively improved the service life of bearing.
The above, be only presently preferred embodiments of the present invention, and present configuration not does any pro forma restriction.Every any simple modification, equivalent variations and modification above example made according to the technical spirit of the present invention, all still falls within the scope of technical scheme.

Claims (4)

1. a level is to adjustable seats, it includes the upper bracket plate (2) for being connected with bridge beam body, for the lower support plate (8) that is connected with bridge pier, it is characterized in that: spherical crown (6) is set between described lower support plate (8) and upper bracket plate (2), described spherical crown (6) end face and described upper bracket plate (2) bottom surface are mating spherical surfaces, and described spherical crown (6) bottom surface is that plane coordinates with described lower support plate (8) end face;Described lower support plate (8) end face surrounding is all fixed with postive stop baffle (4), the inner side of described postive stop baffle (4) is arranged on the surrounding of described upper bracket plate (2), is provided with gap between described postive stop baffle (4) and described upper bracket plate (2);Four Angle Position of described upper bracket plate (2) are embedded with dismountable axle sleeve (11), described axle sleeve (11) is provided with the first bolt hole (11.1) vertically, and described axle sleeve (11) is connected with beam body by the bolt being arranged in the first bolt hole (11.1);It is internal that described axle sleeve (11) is fixed on described upper bracket plate (2) by the baffle plate (12) and baffle plate bolt (13) being disposed thereon portion, described axle sleeve (11) offers hole, location (11.2), described baffle plate (12) offers multiple second bolt hole (12.1), one of them baffle plate bolt (13) enters in hole, location (11.2) through the second bolt hole (12.1), and all the other baffle plate bolts (13) enter in upper bracket plate (2) through residue the second bolt hole (12.1);The periphery of described axle sleeve (11) is vertically provided with limited post (11.3), and hole, described location (11.2) is namely arranged on described limited post (11.3);Sphere wearing plate (3) it is provided with between described spherical crown (6) end face and described upper bracket plate (2) bottom surface;Planar lasting board (7) it is provided with between described spherical crown (6) bottom surface and described lower support plate (8) end face.
2. level according to claim 1 is to adjustable seats, it is characterised in that: the bottom of described axle sleeve (11) is additionally provided with the screwed hole (14) for follow-up dismounting axle sleeve (11).
3. level according to claim 1 is to adjustable seats, it is characterised in that: it is additionally provided with dust-proof coaming plate (10) between described upper bracket plate (2) and described lower support plate (8).
4. level according to claim 1 is to adjustable seats, it is characterized in that: described upper bracket plate (2) end face is connected by the first anchor component (1) and bridge beam body are fixing, described lower support plate (8) underrun the second anchor component (9) is fixing with bridge pier to be connected.
CN201410781082.8A 2014-12-16 2014-12-16 Level is to adjustable seats Active CN104480854B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410781082.8A CN104480854B (en) 2014-12-16 2014-12-16 Level is to adjustable seats

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410781082.8A CN104480854B (en) 2014-12-16 2014-12-16 Level is to adjustable seats

Publications (2)

Publication Number Publication Date
CN104480854A CN104480854A (en) 2015-04-01
CN104480854B true CN104480854B (en) 2016-06-29

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106884379B (en) * 2017-03-21 2019-03-15 山西省交通科学研究院 It is a kind of for becoming the support supertronic device and its installation method of slope precast assembly beam bridge
CN106917346B (en) * 2017-04-26 2018-11-27 铁道第三勘察设计院集团有限公司 A kind of horizontal vibration absorption and isolation support of steel damping
CN106996078A (en) * 2017-05-15 2017-08-01 中国铁路设计集团有限公司 Bridge anti-pulling anti-fall girder apparatus
CN110387811B (en) * 2018-04-23 2021-07-09 比亚迪股份有限公司 Support assembly and track beam with same

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2705494Y (en) * 2004-04-30 2005-06-22 中国路桥(集团)新津筑路机械厂 Shock-proof damper ball type support base
CN2892943Y (en) * 2006-03-23 2007-04-25 上海市政工程设计研究院 Screw level regulating device for track beam bearing
CN201040829Y (en) * 2007-06-09 2008-03-26 衡水中铁建工程橡胶有限责任公司 Anti-shocking sphere-type steel support
JP5690112B2 (en) * 2010-10-19 2015-03-25 株式会社Ihiインフラシステム Bearing device
CN202055165U (en) * 2011-05-06 2011-11-30 新津腾中筑路机械有限公司 Spherical support with guide block
KR101272145B1 (en) * 2012-09-05 2013-06-07 삼영엠텍(주) Spherical bearing
CN203346782U (en) * 2013-05-22 2013-12-18 成都亚佳工程新技术开发有限公司 Spherical steel support for magnetic levitation bridge
CN203684079U (en) * 2013-12-09 2014-07-02 中铁二院工程集团有限责任公司 Bridge speed locking support
CN204325909U (en) * 2014-12-16 2015-05-13 中铁第四勘察设计院集团有限公司 Magnetic floating traffic engineering bridge steel support

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