CN106436501A - Simultaneous operation method for fine adjustment of two tracks of high-speed rail - Google Patents
Simultaneous operation method for fine adjustment of two tracks of high-speed rail Download PDFInfo
- Publication number
- CN106436501A CN106436501A CN201610677544.0A CN201610677544A CN106436501A CN 106436501 A CN106436501 A CN 106436501A CN 201610677544 A CN201610677544 A CN 201610677544A CN 106436501 A CN106436501 A CN 106436501A
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- personnel
- rail
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- once
- tracks
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B35/00—Applications of measuring apparatus or devices for track-building purposes
Abstract
The present invention discloses a simultaneous operation method for a fine adjustment of two tracks of high-speed rail and belongs to the field of fine adjustment technology of rail. Operating workers are required to arrive at the appointed railroad crossing entrance for mustering half an hour before the operation time. All construction tools and materials should be placed in a suitable location neatly so that protection staffs from the equipment management unit can check the tools and the materials and take pictures. The construction tools and the materials must be placed on flat cars in orderly rows to be prevented from dropping and to be convenient for distribution. After arriving at the working position of the operational mileage, program marking staffs mark adjustment values accurately in advance on designated positions of the tracks. Then following material distributing staffs distribute the materials carefully and accurately. Surveyors check the distribution immediately. Staffs in charge of distributing grommets and recycling old materials put new grommets one by one on designated positions. While preceding workers are working, following operating workers are making preparations for work. After arranging about 20-meter distribution of the materials on preceding positions of the tracks, the workers should immediately start generators and loosen fastening bolts with electric-driving wrenches. The simultaneous operation method for the fine adjustment of two tracks of high-speed rail has the advantages of reasonable design, high operational stability, good flexibility and high efficiency.
Description
Technical field
The present invention relates to railway accurate adjustment technical field, be specifically related to high-speed railway accurate adjustment double track operational method simultaneously.
Background technology：
The traditional tune rail method in various countries is first to adjust benchmark rail, adjusts auxiliary rail further according to benchmark rail track forces, track gauge adjuster, should
Method of adjustment can meet technology and require, but efficiency of construction is very low, it is impossible to meet that present skylight point is short, task reappears real bar
Part.
Content of the invention
For the problems referred to above, the technical problem to be solved in the present invention is to provide that a kind of technological design is reasonable, easy to operate, executes
Work efficiency rate is high and stay-in-grade high-speed railway accurate adjustment double track operational method simultaneously.
The high-speed railway accurate adjustment double track of present invention operational method simultaneously, it comprises the steps of：
1st, reach the standard grade and before Window time, the upper road junction set specified must be reached half an hour before operation, and all work machines
Tool, material are put at correct position and are neatly easy to the protected personnel of equipment control unit and check and take pictures.All personnel must wear
Protective garment, all work facility must paste reflecting sign in notable position.Entrance operation orderly after skylight point is given an written reply
Section；
What the 2nd, work facility, material must be in good order piles up on flat bogie, prevents from dropping, it is simple to provide.
3rd, 0 grade of rail inspection instrument is used to detect circuit before operation；
4th, after advancing to operation mileage, scheme mark personnel are labeled in circuit agreement adjustment amount in advance accurately
Position；
5th, providing personnel's conscientious accurately granting following closely of material, inspection personnel verifies at once；
6th, provide packing ring and reclaim the position that old material personnel are placed on new packing ring agreement in turn；
7th, after while above personnel's operation, operating personnel is doing operating reserves.As provided instrument, electric wrench electricity
Source line pulls and puts in place；
8th, about about 20 meters are had to unscrew fastening bolt with regard to engine-generator electric wrench at once above issuance of materials；
9th, looser a bolt and change fastener personnel after 20 at once and take out screw rod, butterfly button, with rail jack jack-up rail at once.
Personnel's all replacings quick, correct by the material provided in place put in place；
10th, in the case of confirming safe, put down rail after having changed material, change new packing ring and so put butterfly button well
And screw rod, the so very clear inspection personnel being easy to below confirms to change performance；
11st, the old material changing all is placed in the middle of circuit, forbids to lose the region beyond circuit, in case the personnel of recovery
Omit.Fastener after inspection personnel exchanges part in time checks, have or not miss change, drain, backing plate dislocation, block is closely connected etc. asks
Topic simultaneously corrects at once.The personnel that simultaneously reclaim are receiving old material；
12nd, pre-loading screw after oiling personnel's oiling after inspection personnel confirms, fastening bolt personnel use internal combustion wrench make-up
Part fastens；
13rd, operation forward impelling more than 50 meters, labeled data personnel just can return to check by track forces after completing work
Gauge, level, be found to have value bigger than normal and make a record, and uses artificial torque spanner to eliminate big value.
14th, detecting track with 0 grade of rail inspection instrument after completing set workload, if any transfiniting, section can at once
The horse back that can affect driving eliminates.After elimination, track is carried out detecting and preserves data by second hand rail inspection instrument；
15th, reach orderly being withdrawn into outside circuit behind lower road junction, at correct position, all work facility, material etc. are put whole
Being easy to together check take pictures, and filling in registration form, protection personnel disappears a little.
When the present invention operates, high-speed railway accurate adjustment double track simultaneously working system can few in the activity duration (restrictions of skylight point), times
Business is more much higher than traditional single track working system work efficiency under conditions of heavy.
Beneficial effects of the present invention：Technological design is reasonable, and operational stability is high, and flexibility is good, and efficiency is high.
Brief description
For ease of explanation, the present invention is embodied as and accompanying drawing is described in detail by following.
Fig. 1 is the structural representation of the present invention；
Fig. 2 is second time accurate adjustment schematic diagram；
Detailed description of the invention
As shown in Figure 1 to Figure 2, this detailed description of the invention is by the following technical solutions：It comprises the steps of：
1st, reach the standard grade and before Window time, the upper road junction set specified must be reached half an hour before operation, and all work machines
Tool, material are put at correct position and are neatly easy to the protected personnel of equipment control unit and check and take pictures.All personnel must wear
Protective garment, all work facility must paste reflecting sign in notable position.Entrance operation orderly after skylight point is given an written reply
Section；
What the 2nd, work facility, material must be in good order piles up on flat bogie, prevents from dropping, it is simple to provide.
3rd, 0 grade of rail inspection instrument is used to detect circuit before operation；
4th, after advancing to operation mileage, scheme mark personnel are labeled in circuit agreement adjustment amount in advance accurately
Position；
5th, providing personnel's conscientious accurately granting following closely of material, inspection personnel verifies at once；
6th, provide packing ring and reclaim the position that old material personnel are placed on new packing ring agreement in turn；
7th, after while above personnel's operation, operating personnel is doing operating reserves.As provided instrument, electric wrench electricity
Source line pulls and puts in place；
8th, about about 20 meters are had to unscrew fastening bolt with regard to engine-generator electric wrench at once above issuance of materials；
9th, looser a bolt and change fastener personnel after 20 at once and take out screw rod, butterfly button, with rail jack jack-up rail at once.
Personnel's all replacings quick, correct by the material provided in place put in place；
10th, in the case of confirming safe, put down rail after having changed material, change new packing ring and so put butterfly button well
And screw rod, the so very clear inspection personnel being easy to below confirms to change performance；
11st, the old material changing all is placed in the middle of circuit, forbids to lose the region beyond circuit, in case the personnel of recovery
Omit.Fastener after inspection personnel exchanges part in time checks, have or not miss change, drain, backing plate dislocation, block is closely connected etc. asks
Topic simultaneously corrects at once.The personnel that simultaneously reclaim are receiving old material；
12nd, pre-loading screw after oiling personnel's oiling after inspection personnel confirms, fastening bolt personnel use internal combustion wrench make-up
Part fastens；
13rd, operation forward impelling more than 50 meters, labeled data personnel just can return to check by track forces after completing work
Gauge, level, be found to have value bigger than normal and make a record, and uses artificial torque spanner to eliminate big value.
14th, detecting track with 0 grade of rail inspection instrument after completing set workload, if any transfiniting, section can at once
The horse back that can affect driving eliminates.After elimination, track is carried out detecting and preserves data by second hand rail inspection instrument；
15th, reach orderly being withdrawn into outside circuit behind lower road junction, at correct position, all work facility, material etc. are put whole
Being easy to together check take pictures, and filling in registration form, protection personnel disappears a little.
When the present invention operates, high-speed railway accurate adjustment double track simultaneously working system can few in the activity duration (restrictions of skylight point), times
Business is more much higher than traditional single track working system work efficiency under conditions of heavy.
Beneficial effects of the present invention：Technological design is reasonable, and operational stability is high, and flexibility is good, and efficiency is high.
The general principle of the present invention and principal character and advantages of the present invention have more than been shown and described.The skill of the industry
The simply explanation it should be appreciated that the present invention is not restricted to the described embodiments, described in above-described embodiment and specification for the art personnel
The principle of the present invention, without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications, these
Changes and improvements both fall within scope of the claimed invention.Claimed scope by appending claims and
Its equivalent defines.
Claims (1)
1. high-speed railway accurate adjustment double track operational method simultaneously, it is characterised in that it comprises the steps of：
(1), reach the standard grade before operation and before Window time, the upper road junction set specified must be reached half an hour, and all work facility,
Material is put at correct position and is neatly easy to the protected personnel of equipment control unit and checks and take pictures；
(2) what, work facility, material must be in good order piles up on flat bogie, prevents from dropping, it is simple to provide；
(3) 0 grade of rail inspection instrument, is used to detect circuit before operation；
(4), after advancing to operation mileage, scheme mark personnel are labeled in circuit agreement adjustment amount in advance accurately
Position；
(5), providing personnel's conscientious accurately granting following closely of material, inspection personnel verifies at once；
(6), provide packing ring and reclaim the position that old material personnel are placed on new packing ring agreement in turn；
(7) after, while above personnel's operation, operating personnel is doing operating reserves；
(8), about about 20 meters are had to unscrew fastening bolt with regard to engine-generator electric wrench at once above issuance of materials；
(9), looser a bolt and change fastener personnel after 20 at once and take out screw rod, butterfly button, with rail jack jack-up rail at once；People
Member's all replacings quick, correct by the material provided in place put in place；
(10) after, having changed material confirm safe in the case of put down rail, change new packing ring and so put well butterfly button and
Screw rod, the so very clear inspection personnel being easy to below confirms to change performance；
(11) the old material, changing all is placed in the middle of circuit, forbids to lose the region beyond circuit, in case the personnel of recovery lose
Leakage.Fastener after inspection personnel exchanges part in time checks, have or not miss change, drain, backing plate dislocation, the problem such as block is not closely connected
And correct at once.The personnel that simultaneously reclaim are receiving old material；
(12), pre-loading screw after oiling personnel's oiling after inspection personnel confirms, fastening bolt personnel use internal combustion wrench contacting piece
Fasten；
(13), operation forward impelling more than 50 meters, labeled data personnel just can return to check rail by track forces after completing work
It away from, level, is found to have value bigger than normal and makes a record, use artificial torque spanner to eliminate big value；
(14), detecting track with 0 grade of rail inspection instrument after completing set workload, if any transfiniting, section may at once
The horse back that can affect driving eliminates；After elimination, track is carried out detecting and preserves data by second hand rail inspection instrument；
(15), reach orderly being withdrawn into outside circuit behind lower road junction, at correct position, all work facility, material etc. are put neatly
Being easy to check and taking pictures, and fill in registration form, protection personnel disappears a little.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610677544.0A CN106436501B (en) | 2016-08-11 | 2016-08-11 | High-speed railway accurate adjustment double track while operational method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610677544.0A CN106436501B (en) | 2016-08-11 | 2016-08-11 | High-speed railway accurate adjustment double track while operational method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106436501A true CN106436501A (en) | 2017-02-22 |
| CN106436501B CN106436501B (en) | 2018-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610677544.0A Expired - Fee Related CN106436501B (en) | 2016-08-11 | 2016-08-11 | High-speed railway accurate adjustment double track while operational method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733644A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | Precise adjustment method for Forskow 300-1 type fastener of high-speed railway |
| CN111733643A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | High-speed railway track precision measurement and track precision adjustment integrated construction method |
| CN111733647A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | Precise adjustment method for WJ-8 type fastener of ballastless track of high-speed railway |
| CN111733646A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | WJ-7 type fastener system replacement and adjustment method for ballastless track of high-speed railway |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733645A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | High-speed railway turnout precision adjustment method |
Citations (5)
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| JPH05140904A (en) * | 1991-11-21 | 1993-06-08 | Central Japan Railway Co | Automatic detaching device for railway rail clamp |
| CN102080348A (en) * | 2010-11-24 | 2011-06-01 | 北京交通大学 | Fine tuning system and method of nonballast track slab |
| CN102116003A (en) * | 2010-12-22 | 2011-07-06 | 中铁四局集团第一工程有限公司 | Fine-tuning construction method for CRTS I (China railway track system) type slab ballastless track |
| CN102251446A (en) * | 2011-04-19 | 2011-11-23 | 铁道第三勘察设计院集团有限公司 | Accurate track plate adjustment quantity determining method for three-dimensional continuous track system |
| CN103132411A (en) * | 2011-11-23 | 2013-06-05 | 刘彬 | High-speed railway track static comfort analysis adjustment method |
-
2016
- 2016-08-11 CN CN201610677544.0A patent/CN106436501B/en not_active Expired - Fee Related
Patent Citations (5)
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| JPH05140904A (en) * | 1991-11-21 | 1993-06-08 | Central Japan Railway Co | Automatic detaching device for railway rail clamp |
| CN102080348A (en) * | 2010-11-24 | 2011-06-01 | 北京交通大学 | Fine tuning system and method of nonballast track slab |
| CN102116003A (en) * | 2010-12-22 | 2011-07-06 | 中铁四局集团第一工程有限公司 | Fine-tuning construction method for CRTS I (China railway track system) type slab ballastless track |
| CN102251446A (en) * | 2011-04-19 | 2011-11-23 | 铁道第三勘察设计院集团有限公司 | Accurate track plate adjustment quantity determining method for three-dimensional continuous track system |
| CN103132411A (en) * | 2011-11-23 | 2013-06-05 | 刘彬 | High-speed railway track static comfort analysis adjustment method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111733644A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | Precise adjustment method for Forskow 300-1 type fastener of high-speed railway |
| CN111733643A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | High-speed railway track precision measurement and track precision adjustment integrated construction method |
| CN111733647A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | Precise adjustment method for WJ-8 type fastener of ballastless track of high-speed railway |
| CN111733646A (en) * | 2020-07-07 | 2020-10-02 | 河南成坤铁路工程有限公司 | WJ-7 type fastener system replacement and adjustment method for ballastless track of high-speed railway |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106436501B (en) | 2018-05-22 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20190111 Address after: 410000 He014 Building, 22 Shaoshan South Road, Tianxin District, Changsha City, Hunan Province Patentee after: Hunan Zhongda Long-term Transportation Technology Co., Ltd. Address before: 410000 Room 105, 1st Floor, Incubation Training Logistics Building, Changsha Science and Technology Achievement Transfer Base, No. 2 Lujing Road, Changsha High-tech Development Zone, Yuelu District, Changsha City, Hunan Province Patentee before: Changsha Tiexin Traffic Technology Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180522 Termination date: 20190811 |