CN205917547U - Rail foundation subsides back direction of height adjustment system - Google Patents
Rail foundation subsides back direction of height adjustment system Download PDFInfo
- Publication number
- CN205917547U CN205917547U CN201620491885.4U CN201620491885U CN205917547U CN 205917547 U CN205917547 U CN 205917547U CN 201620491885 U CN201620491885 U CN 201620491885U CN 205917547 U CN205917547 U CN 205917547U
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- China
- Prior art keywords
- rail
- base plate
- plate
- adjustment
- sleeve
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- 238000004062 sedimentation Methods 0.000 claims description 16
- 210000003127 knee Anatomy 0.000 claims description 9
- 239000003292 glue Substances 0.000 claims description 8
- 239000007787 solid Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 230000007774 longterm Effects 0.000 abstract 1
- 230000026676 system process Effects 0.000 abstract 1
- 239000004927 clay Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 210000001331 nose Anatomy 0.000 description 5
- 230000010412 perfusion Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Railway Tracks (AREA)
Abstract
The utility model discloses a rail foundation subsides back direction of height adjustment system and method of adjustment, this system include preburied bottom plate, buried sleeve, adapter sleeve and fixing system, and fixing system includes bottom plate, clamp plate, rail corner pad board, clamp plate fastener, cushion board, lock washers, sleeve pipe bolt. The back appears subsiding on the basis of rail, the track that will subside through this system lifts by crane together with fixing system together to be adjusted, according to the difference of settling amount, can adopt height -adjusting cushion plate or heighten two kinds of methods on the basis and carry out the adjustment of direction of height, has reduced dismouting fixing system's process like this, labour saving and time saving. Rail foundation increases the system can guarantee stability and the reliability of track in long -term the use after the completion. Use this rail foundation to increase the system and can solve current track and standardize the scheduling problem because of subside by a wide margin inadequately increaseing in -process construction complicacy, increase the material, saved a large amount of manpowers, material resources for the customer.
Description
Technical field
This utility model is related to short transverse adjustment system after a kind of track foundation sedimentation.
Background technology
The equipment such as port and pier stacker-reclaimer and gantry crane causes track irregularity or even steel when there is sedimentation on basis
Rail fracture, the situation of track foundation local collapse and affect track equipment run well.Traditional track occurs significantly to settle
Method be the bolt of rail fixed system is unclamped after be filled with.What this method can only temporarily solve to settle by a small margin asks
Topic, the two large problems for significantly sedimentation and durability have no idea to solve.
Utility model content
This utility model causes when being and on basis, sedimentation occurring for equipment such as port and pier stacker-reclaimer and gantry cranes
Track irregularity or even rail fracture, the situation of track foundation local collapse and affect the situation of track equipment normal operation and set
Meter.
The technical solution of the utility model is achieved in that short transverse adjustment system after a kind of track foundation sedimentation,
Including pre-buried base plate, service sleeve, connection sleeve pipe and fixed system, fixed system includes base plate, pressing plate, rail knee plate, pressing plate
Securing member, rubber cushion plate, lock washer, sleeve bolt, described pre-buried base plate is arranged in concrete foundation, with service sleeve and company
Female connector pipe adjusts embedded board level height, fixes pre-buried base plate with clay, mounting base, rubber cushion plate, steel successively on pre-buried base plate
Rail；Top board is fixed on described base plate and top board is symmetrical arranged to block rail in rail both sides, top board is provided with glue nose,
Top board is provided with follower bolt hole, and follower bolt makes the glue nose of top board and rail knee plate links closely, and that rail realizes rail is solid
Fixed, described lock washer is combined with base plate by pre-embedded bolt, can fix base plate with lateral attitude.
Further, described base plate is provided with strip hole, and the strip hole on base plate can laterally adjust position base.
Further, adjustment backing plate is arranged between pre-buried base plate and base plate.It is spacing that the side of adjustment backing plate is provided with bolt
Mouthful.
Further, this system also lengthens sleeve pipe, connects extension pipe for the adjustment height that significantly rail settles.Plus
Long sleeve pipe has external screw thread and female thread, and the screw-internal thread fit of its external screw thread and former connection sleeve pipe simultaneously couples together, its female thread with
The screw thread cooperation of sleeve bolt, fixed sleeving bolt uses；Lengthening connecting tube has the female thread lengthening sleeve kit, by adjustment
Lengthen connecting tube and lengthen the threaded length of sleeve pipe to ensure the height adjusting, the external diameter lengthening connecting tube has major diameter
Outer, can by reverse lengthen connecting tube adjust embedded board height.
When track is deposited within 100mm, its short transverse method of adjustment is:
1) measure settling height；
2) sleeve bolt is turned on, lift by crane together with rail and fixed system simultaneously, raising height is less than settling height
One times；
3) select the adjustment backing plate of respective thickness, adjustment backing plate straight trough is directly sticked into unilateral foundation bolt, then rotates
90 degree, adjustment backing plate is made to align with bolt and pre-buried base plate and block two sleeve bolt；
4) put down rail and overall fixing base plate, tighten sleeve bolt, adjustment completes.
When track foundation settling height more than 100, its method of adjustment is:
1) measure the settling amount of each several part rail, prepare the concrete needed for heightened foundation or clay, pre- buried end in advance
Plate, lengthening sleeve pipe and connection extension pipe；
2) sleeve bolt of the rail fixed system of settling height 100mm scope and its periphery is unclamped, by rail together with
Fixed system lifts by crane together, and sling height is 200mm；
3) rail is occurred height adjusting cushion plate used during micro- sedimentation to withdraw from, can give over to and use during secondary settlement；
4) by the pre-buried base plate newly increasing, lengthen sleeve pipe and connect the embedded board in extension pipe and original system and service sleeve
It is attached, then pass through to connect extension pipe adjustment embedded board absolute altitude；
5) prop up baffle plate, prepare concrete perfusion or clay；
6) first sleeve bolt is screwed on the lengthening sleeve pipe adjusted of both sides, tightens rear concrete perfusion or clay；
7) concrete or clay solidification after, template of dismantling, put down rail, rail be finely adjusted, then use sleeve pipe spiral shell
Bolt firm banking, adjustment completes.
The beneficial effects of the utility model are: rail basis occur sedimentation after, by this system will settle track
Lift by crane together with fixed system and be adjusted, according to the difference of settling amount, using height adjusting cushion plate or basis two can be heightened
The method of kind, to carry out the adjustment of short transverse, which reduces the process of fixed disassembly system, time saving and energy saving.Track foundation is heightened
System ensure that Stability and dependability in life-time service for the track in the finished.Can using this track foundation height-adjusting system
With solve existing track because be significantly deposited in heighten during construction complexity, heighten material inadequate specification the problems such as, be client
Save substantial amounts of human and material resources.
Brief description
Fig. 1 adjusts the sectional view of system.
Fig. 2 adjusts the perspective view of system.
Fig. 3 top board structural representation.
Fig. 4 base arrangement schematic diagram.
Fig. 5 local settles 100mm schematic diagram.
Fig. 6 local settles differing heights schematic diagram.
Fig. 7 local settles 100mm and raises rail schematic diagram.
Fig. 8 local settles differing heights and raises rail schematic diagram.
Fig. 9 local settles 100mm and increases embedded board and adjustment schematic diagram newly.
Figure 10 local settles 100mm perfusion clay schematic diagram.
Figure 11 local settles 100mm adjustment and completes schematic diagram.
In figure: 1, pre-buried base plate；2nd, service sleeve；3rd, base plate；4th, top board；5th, rubber cushion plate；6th, lock washer；7th, sleeve pipe
Bolt；8th, basis；9th, rail；10th, straight trough；11st, glue nose；12nd, pressing plate securing member；13rd, connect extension pipe；14th, strip hole；15、
Adjustment backing plate；16th, limited mouth；17th, lengthen sleeve pipe；18th, rail knee plate；19th, connection sleeve pipe.
20th, increase embedded board newly；21st, baffle plate.
Specific embodiment
With reference to specific embodiment, explanation is further explained to this utility model.
As shown in figs. 1-11, short transverse adjustment system after a kind of track foundation sedimentation, including pre-buried base plate 1, pre-buried set
Pipe 2, connection sleeve pipe 19 and fixed system, fixed system includes base plate 3, top board 4, rail knee plate 18, pressing plate securing member 12, glue
Backing plate 5, lock washer 6, sleeve bolt 7, described pre-buried base plate is arranged in concrete foundation 8, and pre-buried base plate is installed successively
Base plate, rubber cushion plate, rail 9；Top board is fixed on described base plate and top board is symmetrical arranged to block rail in rail both sides, on
Rail knee plate 18 between pressing plate and rail, top board is provided with glue nose 11, and top board is provided with follower bolt hole, follower bolt
The 12 glue noses making top board and rail knee plate 18 rail that links closely is realized rail and is fixed, and described lock washer 6 passes through pre-embedded bolt
Be combined with base plate, base plate is fixed in lateral attitude.Described base plate is provided with strip hole 14, and the strip hole on base plate can laterally adjust
Position base.Adjustment backing plate 15 is arranged between pre-buried base plate and base plate.The side of adjustment backing plate is provided with bolt limited mouth 16.Should
System also has lengthening sleeve pipe 17, connects extension pipe 13 for adjusting the height of significantly rail sedimentation.
Wherein, lengthening sleeve pipe 17 has external screw thread and female thread, and the screw-internal thread fit of its external screw thread and former connection sleeve pipe 19 is simultaneously
Couple together, its female thread is coordinated with the screw thread of sleeve bolt, and fixed sleeving bolt uses；Lengthening connecting tube has lengthening sleeve pipe to join
The female thread of set, ensures the height adjusting, the company of lengthening by the threaded length of adjustment connection extension pipe and lengthening sleeve pipe
The outer of major diameter is had on the external diameter of adapter, connecting tube adjustment embedded board height can be lengthened by reversing.
When a, track are deposited within 100mm, its short transverse method of adjustment is:
1) measure settling height；
2) sleeve bolt is turned on, lift by crane together with rail and fixed system simultaneously, raising height is less than settling height
One times；
3) select the adjustment backing plate of respective thickness, adjustment backing plate straight trough 10 is directly sticked into unilateral foundation bolt, Ran Houxuan
It turn 90 degrees, so that adjustment backing plate is alignd with bolt and pre-buried base plate and block two sleeve bolt；
4) put down rail and overall fixing base plate, tighten sleeve bolt, adjustment completes.
When b, track are deposited in more than 100mm, its short transverse method of adjustment is:
1) measure the settling amount of each several part rail, prepare the concrete needed for heightened foundation or clay in advance, increase newly in advance
Buried plate 20, lengthening sleeve pipe 17 and connection extension pipe 13；
2) sleeve bolt of the rail fixed system of settling height 100mm scope and its periphery is unclamped, by rail together with
Fixed system lifts by crane together, and sling height is 200mm；
3) rail is occurred height adjusting cushion plate used during micro- sedimentation to withdraw from；
4) by the pre-buried base plate newly increasing, lengthen sleeve pipe and connect the embedded board in extension pipe and original system and service sleeve
It is attached, then pass through to connect extension pipe adjustment embedded board absolute altitude；
5) prop up baffle plate 21, prepare concrete perfusion or clay；
6) first sleeve bolt is screwed on the lengthening sleeve pipe adjusted of both sides, tightens rear concrete perfusion or clay；
7) concrete or clay solidification after, template of dismantling, put down rail, rail be finely adjusted, then use sleeve pipe spiral shell
Bolt firm banking, adjustment completes.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any those familiar with the art in the technical scope that this utility model discloses, according to this practicality
New technical scheme and its utility model design in addition equivalent or change, all should cover in protection model of the present utility model
Within enclosing.
Claims (5)
1. after a kind of track foundation sedimentation, short transverse adjusts system it is characterised in that including pre-buried base plate (1), service sleeve
(2), connection sleeve pipe (19) and fixed system, it is tight that fixed system includes base plate (3), top board (4), rail knee plate (18), pressing plate
Firmware (12), rubber cushion plate (5), lock washer (6), sleeve bolt (7), described pre-buried base plate is arranged in concrete foundation (8),
Mounting base, rubber cushion plate, rail (9) successively on pre-buried base plate；Top board is fixed on described base plate and top board is in rail both sides
It is symmetrical arranged to block rail, rail knee plate (18) between top board and rail, top board is provided with glue nose (11), top board
It is provided with follower bolt hole, pressing plate securing member (12) makes the glue nose of top board and rail knee plate links closely, and that rail realizes rail is solid
Fixed, described lock washer (6) is combined with base plate by sleeve bolt, and base plate is fixed in lateral attitude, and this system also lengthens sleeve pipe
(17), connect extension pipe (13) and be used for the adjustment height that significantly rail settles.
2. after track foundation according to claim 1 sedimentation short transverse adjustment system it is characterised in that on described base plate
It is provided with strip hole (14), the strip hole on base plate can laterally adjust position base.
3. after track foundation sedimentation according to claim 1, short transverse adjusts system it is characterised in that adjusting backing plate
(15) it is arranged between pre-buried base plate and base plate.
4. after track foundation sedimentation according to claim 3, short transverse adjusts system it is characterised in that adjusting backing plate
Side is provided with bolt limited mouth (16).
5. after track foundation sedimentation according to claim 1, short transverse adjustment system has it is characterised in that lengthening sleeve pipe
External screw thread and female thread, the screw-internal thread fit of its external screw thread and former connection sleeve pipe simultaneously couples together, its female thread and sleeve bolt
Screw thread cooperation, fixed sleeving bolt use；Lengthening connecting tube has the female thread lengthening sleeve kit, is lengthened by adjustment and connects
The threaded length of pipe and lengthening sleeve pipe, to ensure the height adjusting, the external diameter lengthening connecting tube has the outer of major diameter,
Connecting tube adjustment embedded board height can be lengthened by reversing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620491885.4U CN205917547U (en) | 2016-05-26 | 2016-05-26 | Rail foundation subsides back direction of height adjustment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620491885.4U CN205917547U (en) | 2016-05-26 | 2016-05-26 | Rail foundation subsides back direction of height adjustment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205917547U true CN205917547U (en) | 2017-02-01 |
Family
ID=57876338
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620491885.4U Active CN205917547U (en) | 2016-05-26 | 2016-05-26 | Rail foundation subsides back direction of height adjustment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205917547U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887590A (en) * | 2016-05-26 | 2016-08-24 | 于俭海 | Height direction adjusting system and method after railway foundation subsidence |
| CN111118982A (en) * | 2019-12-20 | 2020-05-08 | 中国华冶科工集团有限公司 | Nondestructive renovation method for inclined shaft track bed |
-
2016
- 2016-05-26 CN CN201620491885.4U patent/CN205917547U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887590A (en) * | 2016-05-26 | 2016-08-24 | 于俭海 | Height direction adjusting system and method after railway foundation subsidence |
| WO2017202062A1 (en) * | 2016-05-26 | 2017-11-30 | 于俭海 | System and method for adjusting height and direction after railway foundation subsidence |
| CN111118982A (en) * | 2019-12-20 | 2020-05-08 | 中国华冶科工集团有限公司 | Nondestructive renovation method for inclined shaft track bed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180718 Address after: Room 401, 110 Huanghe Road, Xigang District, Dalian City, Liaoning Province Patentee after: Dalian Lino Group Co., Ltd. Address before: 116000 Tsinghua Yuan 12, Zhongshan Bay Bridge, Zhongshan, Dalian, Liaoning. Patentee before: Yu Jianhai |
|
| TR01 | Transfer of patent right |