CN203080372U - Lower bearing type adjusting support frame for track - Google Patents
Lower bearing type adjusting support frame for track Download PDFInfo
- Publication number
- CN203080372U CN203080372U CN201320092584.0U CN201320092584U CN203080372U CN 203080372 U CN203080372 U CN 203080372U CN 201320092584 U CN201320092584 U CN 201320092584U CN 203080372 U CN203080372 U CN 203080372U
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- supporting plate
- screw
- rail supporting
- connecting rod
- rod
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- 238000000034 method Methods 0.000 abstract description 12
- 230000008569 process Effects 0.000 abstract description 9
- 238000013461 design Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 3
- 238000007689 inspection Methods 0.000 abstract 1
- 239000012634 fragment Substances 0.000 description 9
- 241001669679 Eleotris Species 0.000 description 8
- 239000003245 coal Substances 0.000 description 8
- 239000004575 stone Substances 0.000 description 8
- 238000012546 transfer Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000001514 detection method Methods 0.000 description 3
- 241001133184 Colletotrichum agaves Species 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000010297 mechanical methods and process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Machines For Laying And Maintaining Railways (AREA)
Abstract
本实用新型公开了一种下承式轨道调整支撑架，包括分别设置在两平行钢轨下方的左钢轨托板和右钢轨托板，左钢轨托板与右钢轨托板之间设有中间连接杆，左钢轨托板和右钢轨托板的外端均固连有外侧支架，钢轨位于外侧支架与中间连接杆之间，外侧支架外端设有一端与其转动连接另一端锚固于地面或周围结构物上的外侧伸缩固定杆，外侧支架上且靠近外侧伸缩固定杆处设有高程调节螺杆，外侧支架内端固定有外螺杆支撑座，中间连接杆两端均固定有内螺杆支撑座，外螺杆支撑座和内螺杆支撑座上均设有水平调节螺杆，水平调节螺杆的端部对准钢轨。本实用新型可快速完成轨道调整工作，调整过程简单、安装工位不影响轨检小车移动，调整精度满足设计要求。
The utility model discloses a supporting frame for adjusting a lower bearing type track, which comprises a left rail supporting plate and a right rail supporting plate respectively arranged under two parallel rails, and an intermediate connecting rod is arranged between the left rail supporting plate and the right rail supporting plate , the outer ends of the left rail supporting plate and the right rail supporting plate are fixedly connected with outer brackets, the rails are located between the outer brackets and the middle connecting rod, and the outer ends of the outer brackets are provided with one end connected to it for rotation and the other end is anchored to the ground or surrounding structures The outer telescopic fixed rod on the outer bracket is provided with an elevation adjustment screw near the outer telescopic fixed rod, the inner end of the outer bracket is fixed with an outer screw support seat, and both ends of the middle connecting rod are fixed with an inner screw support seat, and the outer screw supports Both the seat and the inner screw support seat are provided with a horizontal adjusting screw, and the ends of the horizontal adjusting screw are aligned with the rail. The utility model can quickly complete the track adjustment work, the adjustment process is simple, the installation station does not affect the movement of the track inspection trolley, and the adjustment accuracy meets the design requirements.
Description
Technical field
The utility model relates to a kind of rail supported frame, especially relates to a kind of lower support type track and adjusts bracing frame.
Background technology
At present, in the no tiny fragments of stone, coal, etc. railway roadbed construction of special line for passenger trains, high-speed railway, urban track traffic (as: subway, tram etc.), the non-fragment orbit of sleeper pattern all need at first be finished the adjustment to track circuit, and its adjustment process comprises the basic accuracy adjustment (being called for short " coarse adjustment ") to the rail or the section of track and accurately adjusts (being called for short " accurate adjustment ").After the accurate adjustment parameter meets design requirement, adopt the mould method of building to build railway roadbed concrete (sleeper is fixed), thereby make track circuit have good ride comfort and riding comfort.
Traditional method is the assembly type section of track construction that tiny fragments of stone, coal, etc. railway roadbed is arranged, on the following basal plane of railway roadbed, lay the end tiny fragments of stone, coal, etc. earlier, the section of track of assembling in advance is routed on the circuit with artificial process or Mechanical Method, manually pull out rail to the expection plan-position, again with quality preferably the face tiny fragments of stone, coal, etc. spread to inside and outside the section of track by the railway roadbed size of design and vibrate.When track is adjusted " elevation behind the first plane ",, then need to continue to dial rail up to meeting the demands if there is deviation the plan-position; On the low side as certain section elevation, upwards jack-up is next together with sleeper with rail then to use track jack (or rail jack), clogs railway ballast again and make firm by ramming closely knit under the sleeper of jack-up.When elevation is higher, then digs up railway ballast an amount of under the corresponding sleeper and make firm by ramming closely knit; Assembling must be controlled gauge during the section of track well, if the gauge deviation is bigger, then adjusts gauge.This shows that early stage labour intensity is big when having tiny fragments of stone, coal, etc. track to adjust, efficient is low, circuit line style parameter difference, train running speed is low.
Domestic newly-built track circuit has experienced from the process of the tiny fragments of stone, coal, etc. to the no tiny fragments of stone, coal, etc. arranged, and no tiny fragments of stone, coal, etc. railway roadbed has experienced again by the process of monolithic broad tie to piece formula or long sleeper (III type pillow) concreting railway roadbed or plate-type ballastless track.Broad tie, piece formula pillow or long sleeper need to transfer rail concreting railway roadbed more earlier, and each unit in charge of construction has adopted different supports, method of adjustment, but transfer the principle of rail identical.Wherein: be reserved with the studdle installing hole at its two ends when long sleeper is prefabricated, can only heighten journey, horizontal adjustment must be installed in addition and be adjusted bearing, and adjustment process is loaded down with trivial details, has also increased the instrument input; The function that other adjustment bracing frame can be adjusted elevation and level simultaneously is relatively poor, and the structure heaviness.
The utility model content
The purpose of this utility model is to overcome above-mentioned deficiency of the prior art, provide a kind of lower support type track to adjust bracing frame, it is simple in structure, reasonable in design and installing/dismounting is flexible, cost is low, can finish track adjustment work fast, adjustment process is simple, the installation station does not influence track detection car and moves, and adjusts precision and meets design requirement.
For achieving the above object, the technical solution adopted in the utility model is: a kind of lower support type track is adjusted bracing frame, it is characterized in that: comprise the left rail supporting plate and the right rail supporting plate that are separately positioned on two parallel steel rails below, be provided with middle brace rod between described left rail supporting plate and the right rail supporting plate, one end of described middle brace rod is fixedlyed connected with the inner of left rail supporting plate, the other end of described middle brace rod is fixedlyed connected with the inner of right rail supporting plate, the outer end of described left rail supporting plate and right rail supporting plate all is fixedly connected with outrigger, described rail is between outrigger and middle brace rod, the outer end of described outrigger is provided with the end other end that is rotationally connected with it and is anchored in the Telescopic Fixed bar in the outside on ground or the surrounding structure thing, be provided with the elevation adjusting screw(rod) on the described outrigger and near Telescopic Fixed bar position, the outside, the inner of described outrigger is fixed with the external screw rod supporting seat, the two ends of described middle brace rod all are fixed with the inner screw supporting seat, be provided with horizontal adjusting screw(rod) on described external screw rod supporting seat and the inner screw supporting seat, the end alignment rail of described horizontal adjusting screw(rod).
Above-mentioned lower support type track is adjusted bracing frame, it is characterized in that: a bottom portion of described middle brace rod is welded with interior left junction plate, left junction plate and left rail supporting plate are bolted to connection in described, right junction plate in the other end bottom of described middle brace rod is welded with, described interior right junction plate and right rail supporting plate are bolted to connection.
Above-mentioned lower support type track is adjusted bracing frame, it is characterized in that: the bottom of two described outriggers is welded with left outside link plate and right outside link plate respectively, all is bolted to connection between described left outside link plate and the left rail supporting plate and between right outside link plate and the right rail supporting plate.
Above-mentioned lower support type track is adjusted bracing frame, and it is characterized in that: the Telescopic Fixed bar in the described outside is rotationally connected by the outer end of bearing pin and outrigger.
Above-mentioned lower support type track is adjusted bracing frame, and it is characterized in that: described external screw rod supporting seat is welded on the outrigger, and described inner screw supporting seat is welded on the middle brace rod.
Above-mentioned lower support type track is adjusted bracing frame, it is characterized in that: the Telescopic Fixed bar in the described outside is for regulating leading screw.
Above-mentioned lower support type track is adjusted bracing frame, it is characterized in that: the horizontal adjusting screw(rod) that is arranged on the described external screw rod supporting seat is symmetrical with the horizontal adjusting screw(rod) that is arranged on the inner screw supporting seat.
Above-mentioned lower support type track is adjusted bracing frame, and it is characterized in that: the shape of described left rail supporting plate and right rail supporting plate is rectangle, and the shape of cross section of described middle brace rod is rectangle or square.
Above-mentioned lower support type track is adjusted bracing frame, and it is characterized in that: the upper end of described elevation adjusting screw(rod) is provided with rotating hole.
The utility model compared with prior art has the following advantages:
1, the utility model is simple in structure, reasonable in design and installing/dismounting is flexible.
2, the utility model making use cost is low, and safety is good, and maintenance load is very little.
3, the utility model can be finished track adjustment work fast, and the installation station does not influence track detection car and moves, and adjusts precision and efficiency of construction thereby improve track.
4, the utility model both can support the section of track, buffer rail distance, can support accurately to adjust line style parameters such as track elevation, level again.
5, the scope of application is wide, and the utility model can be applicable to effectively that all elder generations transfer track to build in the operation process of railway roadbed concrete or filling railway ballast again.
Below by drawings and Examples, the utility model is described in further detail.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the vertical view of Fig. 1.
Description of reference numerals:
1-1-left rail supporting plate; 1-2-right rail supporting plate; 2-middle brace rod;
3-horizontal adjusting screw(rod); 4-elevation adjusting screw(rod); 5-outrigger;
The Telescopic Fixed bar in 6-outside; 7-rail; 8-external screw rod supporting seat;
9-inner screw supporting seat.
The specific embodiment
As depicted in figs. 1 and 2, the utility model comprises left rail supporting plate 1-1 and the right rail supporting plate 1-2 that is separately positioned on two parallel steel rails, 7 belows, be provided with middle brace rod 2 between described left rail supporting plate 1-1 and the right rail supporting plate 1-2, one end of described middle brace rod 2 is fixedlyed connected with the inner of left rail supporting plate 1-1, the other end of described middle brace rod 2 is fixedlyed connected with the inner of right rail supporting plate 1-2, the outer end of described left rail supporting plate 1-1 and right rail supporting plate 1-2 all is fixedly connected with outrigger 5, described rail 7 is between outrigger 5 and middle brace rod 2, the outer end of described outrigger 5 is provided with the end other end that is rotationally connected with it and is anchored in the Telescopic Fixed bar 6 in the outside on ground or the surrounding structure thing, be provided with elevation adjusting screw(rod) 4 on the described outrigger 5 and near Telescopic Fixed bar 6 positions, the outside, the inner of described outrigger 5 is fixed with external screw rod supporting seat 8, the two ends of described middle brace rod 2 all are fixed with inner screw supporting seat 9, be provided with horizontal adjusting screw(rod) 3 on described external screw rod supporting seat 8 and the inner screw supporting seat 9, the end alignment rail 7 of described horizontal adjusting screw(rod) 3.
As depicted in figs. 1 and 2, one bottom portion of described middle brace rod 2 is welded with interior left junction plate 10-1, left junction plate 10-1 and left rail supporting plate 1-1 are bolted to connection in described, right junction plate 10-2 in the other end bottom of described middle brace rod 2 is welded with, described interior right junction plate 10-2 and right rail supporting plate 1-2 are bolted to connection.
As depicted in figs. 1 and 2, the bottom of two described outriggers 5 is welded with left outside link plate 11-1 and right outside link plate 11-2 respectively, all is bolted to connection between described left outside link plate 11-1 and the left rail supporting plate 1-1 and between right outside link plate 11-2 and the right rail supporting plate 1-2.
In the present embodiment, the Telescopic Fixed bar 6 in the described outside is rotationally connected by the outer end of bearing pin and outrigger 5.
In the present embodiment, described external screw rod supporting seat 8 is welded on the outrigger 5, and described inner screw supporting seat 9 is welded on the middle brace rod 2.
In the present embodiment, the Telescopic Fixed bar 6 in the described outside is for regulating leading screw.
In the present embodiment, the horizontal adjusting screw(rod) 3 that is arranged on the described external screw rod supporting seat 8 is symmetrical with the horizontal adjusting screw(rod) 3 that is arranged on the inner screw supporting seat 9.
As shown in Figure 2, the shape of described left rail supporting plate 1-1 and right rail supporting plate 1-2 is rectangle, and the shape of cross section of described middle brace rod 2 is rectangle or square.
As shown in Figure 1, the upper end of described elevation adjusting screw(rod) 4 is provided with rotating hole 4-1, is convenient to rotate elevation adjusting screw(rod) 4.
Operating principle of the present utility model is: during use, at first middle brace rod 2 is placed into two parallel steel rails 7 the inboard (this moment the section of track be routed on the circuit, rail or the buttress bed hedgehopping is arranged), and about screwing out certain-lengths and be suspended on horizontal adjusting screw(rod) 3 on the flange of rail of burst rail 7 inboards, the left rail supporting plate 1-1 that will be connected with outrigger 5 again is inserted under the interior left junction plate 10-1 of middle brace rod 2 ends through the flange of rail from the flange of rail outside, and the right rail supporting plate 1-2 that will be connected with outrigger 5 is inserted under the interior right junction plate 10-2 of middle brace rod 2 ends through the flange of rail from the flange of rail outside, align and assemble screw and firm up and down with bolted on connection, at this moment, should guarantee that the two rails flange of rail lays respectively on the center line of left rail supporting plate 1-1 or interior right junction plate 10-2, that is: the two rails flange of rail should have close adjustable distance at left rail supporting plate 1-1 and right rail supporting plate 1-2 both sides respectively.At last two elevation adjusting screw(rod)s 4 are screwed into simultaneously in the screw of outrigger 5 of track both sides, rotation elevation adjusting screw(rod) 4 is to contact railway roadbed basal plane, and the center of two screw rods fulcrum should overlap with central lines of track as far as possible; Continuation rotation elevation adjusting screw(rod) 4 plays the rail or the section of track and is raised to certain altitude, and at this moment, the 4 pairs of rail of elevation adjusting screw(rod) or the section of track play a supportive role.
During the coarse adjustment track, determine that according to design document or relevant rules left strand or right strand of track is the benchmark rail, elder generation transfers the elevation of benchmark rail, and this moment, the elevation adjusting screw(rod) 4 of the left and right sides must rotate simultaneously; Again level-off gauge and rail to, this moment same one steel rail both sides horizontal adjusting screw(rod) 3 dieback rail 7 simultaneously, as pushing tow to the right, the horizontal adjusting screw(rod) 3 in rail 7 left sides must be made a concession in advance, vice versa.If the flange of rail must withstand the section of track by track jack, the transverse translation bracing frame when left rail supporting plate 1-1 or interior right junction plate 10-2 one side are not adjusted to the right place yet by dieback.When treating that these line style parameter errors satisfy design or code requirement, transfer another strand rail again, process as hereinbefore.When finishing, begin to install the Telescopic Fixed bar 6 in the outside in the track accurate adjustment, reinforce strength not change accurate adjustment achievement degree of being.Finish the Telescopic Fixed bar 6 in the outside is installed after, with track detection car or repetition measurement track condition otherwise, qualified after, a upright railway roadbed template is built the railway roadbed concrete.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; every according to the utility model technical spirit to any simple modification, change and equivalent structure transformation that above embodiment did, all still belong in the protection domain of technical solutions of the utility model.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320092584.0U CN203080372U (en) | 2013-03-01 | 2013-03-01 | Lower bearing type adjusting support frame for track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320092584.0U CN203080372U (en) | 2013-03-01 | 2013-03-01 | Lower bearing type adjusting support frame for track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080372U true CN203080372U (en) | 2013-07-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320092584.0U Expired - Lifetime CN203080372U (en) | 2013-03-01 | 2013-03-01 | Lower bearing type adjusting support frame for track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203080372U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422404A (en) * | 2013-08-15 | 2013-12-04 | 中铁四局集团有限公司 | Track lifting and lining machine up and down device |
| CN103628370A (en) * | 2013-11-06 | 2014-03-12 | 安徽兴宇轨道装备有限公司 | Three-dimensional rail adjusting device |
| CN105648854A (en) * | 2016-03-09 | 2016-06-08 | 中铁上海工程局集团有限公司 | Special regulating device for construction of trench-reserved tracks of tramcars and application method of special regulating device |
| CN106087616A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of track precise adjusting device and installation method |
| CN109338830A (en) * | 2018-08-31 | 2019-02-15 | 中铁上海工程局集团有限公司 | A kind of full working scope Fast Installation and the track condition tune rail bearing support of disassembly |
| CN112376331A (en) * | 2020-10-21 | 2021-02-19 | 中铁二十局集团有限公司 | Rail expansion adjustment ware construction strutting arrangement and construction system |
| CN112726303A (en) * | 2020-12-31 | 2021-04-30 | 解廷伟 | Lower bearing type track lifting tool and subway track panel track lifting construction method adopting same |
| CN112813747A (en) * | 2021-01-27 | 2021-05-18 | 中铁上海工程局集团(苏州)轨道交通科技研究院有限公司 | Split type long sleeper rail adjusting support and rail adjusting method |
| CN113512913A (en) * | 2021-08-20 | 2021-10-19 | 中铁一局集团有限公司 | Construction method of assembled polyurethane solidified track bed of high-speed railway |
| CN114215542A (en) * | 2021-11-05 | 2022-03-22 | 中铁隧道局集团有限公司 | Bottom plate laying construction method of small-section ultra-long-distance tunnel |
-
2013
- 2013-03-01 CN CN201320092584.0U patent/CN203080372U/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422404A (en) * | 2013-08-15 | 2013-12-04 | 中铁四局集团有限公司 | Track lifting and lining machine up and down device |
| CN103422404B (en) * | 2013-08-15 | 2015-05-13 | 中铁四局集团有限公司 | Track lifting and lining machine up and down device |
| CN103628370A (en) * | 2013-11-06 | 2014-03-12 | 安徽兴宇轨道装备有限公司 | Three-dimensional rail adjusting device |
| CN103628370B (en) * | 2013-11-06 | 2016-09-07 | 安徽兴宇轨道装备有限公司 | A kind of three-dimensional rail adjusting device |
| CN105648854A (en) * | 2016-03-09 | 2016-06-08 | 中铁上海工程局集团有限公司 | Special regulating device for construction of trench-reserved tracks of tramcars and application method of special regulating device |
| CN106087616A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of track precise adjusting device and installation method |
| CN109338830A (en) * | 2018-08-31 | 2019-02-15 | 中铁上海工程局集团有限公司 | A kind of full working scope Fast Installation and the track condition tune rail bearing support of disassembly |
| CN109338830B (en) * | 2018-08-31 | 2023-11-21 | 中铁上海工程局集团有限公司 | Rail-state rail-adjusting supporting frame capable of being installed and dismounted rapidly under all working conditions |
| CN112376331A (en) * | 2020-10-21 | 2021-02-19 | 中铁二十局集团有限公司 | Rail expansion adjustment ware construction strutting arrangement and construction system |
| CN112726303A (en) * | 2020-12-31 | 2021-04-30 | 解廷伟 | Lower bearing type track lifting tool and subway track panel track lifting construction method adopting same |
| CN112813747A (en) * | 2021-01-27 | 2021-05-18 | 中铁上海工程局集团(苏州)轨道交通科技研究院有限公司 | Split type long sleeper rail adjusting support and rail adjusting method |
| CN113512913A (en) * | 2021-08-20 | 2021-10-19 | 中铁一局集团有限公司 | Construction method of assembled polyurethane solidified track bed of high-speed railway |
| CN114215542A (en) * | 2021-11-05 | 2022-03-22 | 中铁隧道局集团有限公司 | Bottom plate laying construction method of small-section ultra-long-distance tunnel |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130724 |
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| CX01 | Expiry of patent term |