CN109468896A - Non-fragment orbit track pouring construction localization tool - Google Patents
Non-fragment orbit track pouring construction localization tool Download PDFInfo
- Publication number
- CN109468896A CN109468896A CN201811317854.7A CN201811317854A CN109468896A CN 109468896 A CN109468896 A CN 109468896A CN 201811317854 A CN201811317854 A CN 201811317854A CN 109468896 A CN109468896 A CN 109468896A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- fragment orbit
- position scale
- localization tool
- pouring construction
- 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
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The invention discloses non-fragment orbit track pouring construction localization tools, the track and anti-fan stream connecting terminal that two are parallel to each other are provided on the non-fragment orbit track, it is characterized by: it includes the crossbeam for the lengthwise being arranged on two tracks, the crossbeam both ends be respectively arranged one perpendicular to the crossbeam Position Scale, the telltale mark of determining non-fragment orbit track apparent height and anti-fan's stream connecting terminal height is provided on the Position Scale, the Position Scale is movably arranged on the crossbeam.Non-fragment orbit track pouring construction of the invention utilizes the pinpoint premise of orbit altitude with localization tool, and non-fragment orbit track surface and terminal height are marked, to provide guidance for construction, substantially increases the accuracy of construction, has saved artificial.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to non-fragment orbit track pouring construction localization tool.
Background technique
Non-fragment orbit is the advanced technology of China's research and development, can greatly reduce vibration when vehicle is exercised, it is steady to improve it
It is qualitative, thus be widely used in the high-speed rail in China, city rail is handed in.Since high-speed rail, the friendship of city rail are all electric trains,
Track is electrification.Therefore, the earth, i.e., so-called fan's galvanic electricity can be flowed by some electricity.Be confused galvanic electricity can to track, near
Building causes very big harm, it is necessary to be recycled.It is all to flow connecting terminal by the way that anti-fan is arranged on track, and incite somebody to action at present
Whole anti-fans flows connecting terminal by being sent into substation after cable connection to solve the above problems.It constructs in cast-in-place track
In operation, technical staff can be accurately positioned the height of track first, then pour track.Track table is required in job specfication
Spacing between face and raceway surface is 21cm, and the height that terminal exposes track surface is 3mm.In track engineering solid concrete roabed
Usually occur in concrete pouring construction railway roadbed top of concrete absolute altitude and anti-fan flow connecting terminal top surface absolute altitude control error compared with
Greatly, or even there is situation in anti-fan's stream connecting terminal top surface Transducers Embedded in Concrete railway roadbed, make a big impact to track engineering quality.
Summary of the invention
In order to overcome the above problem, the present invention provides a kind of non-fragment orbit track pouring construction positioning easy to use
Jig.
The technical solution of the present invention is to provide non-fragment orbit track pouring construction localization tool, the non-fragment orbit support rails
The track and anti-fan stream connecting terminal that two are parallel to each other are provided on platform, it is characterised in that: it includes being arranged on two tracks
The crossbeam of lengthwise, the crossbeam at least one end setting one are set on the Position Scale perpendicular to the Position Scale of the crossbeam
It is equipped with the telltale mark of determining non-fragment orbit track apparent height and anti-fan's stream connecting terminal height, the Position Scale activity
It is arranged on the crossbeam.
Preferably, a perforative through-hole is arranged in the crossbeam at least one end, and the Position Scale is movably arranged as institute
It states in through-hole.
Preferably, be slidingly connected sleeve on the crossbeam, and the through-hole, the Position Scale are offered in described sleeve pipe
It is movably arranged in the through-hole, the fastening screw for fixing the Position Scale is provided in described sleeve pipe.
Preferably, described sleeve pipe is plastics, and one is opened up in described sleeve pipe for observing the observation window of the telltale mark.
Preferably, a nut is arranged in crossbeam side directed downwardly, is threadedly coupled a fastening screw on the nut, described
The side of the through-hole is arranged in for nut so that when fastening screw precession is resisted against the Position Scale surface, thus solid
The fixed Position Scale.
Preferably, a bracket is arranged in the side of the crossbeam upward, and the bracket is located at the side of the through-hole, the branch
A fixing clamp is arranged in pivot on frame, and a spring, the fixing clamp other end direction are arranged between described fixing clamp one end and bracket
The side of the Position Scale is provided with horizontal raised line, and the telltale mark on the Position Scale is the water for accommodating the raised line
Flat grooves.
Preferably, the crossbeam includes the cross bearer and needle beam composition that two cross sections are square shape, wherein the small cross
Beam is movably arranged in the inner hole of the cross bearer, and screw thread setting one is for fixing the fastening of the needle beam on the cross bearer
Screw.
Preferably, the cross bearer and needle beam are aluminium alloy.
Preferably, a horizontal ruler is fixed by viscose glue on the crossbeam.
Non-fragment orbit track pouring construction of the invention can be used with localization tool in high-speed railway, subway and rail electricity
In the monolithic roadbed tracks engineering construction such as vehicle, wiring is flowed to fan anti-in cast-in-place concrete solid concrete roabed top surface absolute altitude, solid concrete roabed
Top bars absolute altitude (concrete cover) can carry out quick, accurate positioning measurement in terminal top surface absolute altitude, solid concrete roabed；It can also
Connecting terminal top surface absolute altitude is flowed to the solid concrete roabed top of concrete absolute altitude before solidifying after concreting, anti-fan quickly to be examined
It surveys, discovery error adjusts in time.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of non-fragment orbit track pouring construction localization tool most preferred embodiment of the present invention；
Fig. 2 is the partial structural diagram of second embodiment of the invention；
Fig. 3 is the front view structural representation of third embodiment of the invention；
Fig. 4 is the right view of Fig. 3.
Specific embodiment
A specific embodiment of the invention is described in further detail below.
As shown in Figures 1 to 4, the present invention provides a kind of non-fragment orbit track pouring construction localization tool.This is without the tiny fragments of stone, coal, etc.
The track 12 and anti-fan stream connecting terminal 14 that two are parallel to each other are provided on track track 10.This localization tool includes that setting exists
The crossbeam 16 of lengthwise on two tracks 12,16 both ends of crossbeam be respectively arranged one perpendicular to crossbeam 16 Position Scale 18, Position Scale
The telltale mark of determining 12 track of non-fragment orbit, 10 apparent height and anti-fan's stream 14 height of connecting terminal, crossbeam are provided on 18
A perforative through-hole is respectively arranged in 16 both ends, and Position Scale 18 is movably arranged as in through-hole.
In first embodiment, a nut 20 is arranged in the side directed downwardly of crossbeam 16, is threadedly coupled a fastening screw on nut 20
22, the side of through-hole is arranged in for nut 20 so that when 22 precession of fastening screw is resisted against 18 surface of Position Scale, thus fixed
Position Scale 18.In this way, adjusting Position Scale 18 when pouring track, it is made to position the apparent height of track, with guidance
Construction.In fixing terminal 14, Position Scale 18 is adjusted, makes the height of its positioning terminal 14, after determining, terminal 14 is welded to
In stirrup in track, so that it is determined that its height.
In second embodiment, the mode of another stationary positioned scale 18: the side setting of crossbeam 16 upward is provided
One bracket 26, bracket 26 are located at the side of through-hole, and a fixing clamp 28,28 one end of fixing clamp and bracket 26 is arranged in pivot on bracket 26
Between a spring 30 is set, the side of fixing clamp 28 other end towards Position Scale 18 is provided with horizontal raised line 32, positioning mark
Telltale mark on ruler 18 is the horizontal groove 34 for accommodating raised line.Raised line 32 is driven to be caught in groove 34 by spring 30, thus solid
Determine Position Scale 18；By pressing fixing clamp 28, release raised line 32, so that it is adjustable Position Scale 18, it is simple and convenient.
Further, a horizontal ruler 24 is fixed by viscose glue on crossbeam 16, to calibrate the levelness of crossbeam 16.
In Fig. 3 and Fig. 4, the third embodiment of the present invention is disclosed:
Aluminum alloy cross beam 1 and 5 and the vertically disposed Position Scale 3 of crossbeam 1 and connecting cross beam and mark are mainly combined by extension type
The transversely movable plastic adapting sleeve of ruler forms.
Crossbeam consists of two parts, and the cross section pattern of crossbeam 1 and crossbeam 5 is rectangular tubular, is made of aluminum alloy materials,
Crossbeam 5 can be inserted into crossbeam 1 (the i.e. so-called needle beam of crossbeam 5, the i.e. so-called cross bearer of crossbeam 1).Crossbeam 1 close to the position of crossbeam 5,
One fastening screw L3 is set in its top surface, and control by fastening screw L3 crossbeam 5 moves left and right position.
Crossbeam 1 is connected by removable plastic connecting sleeve 2 and scale 3.Among 2 top surface of removable plastic casing
A fastening screw L2 is arranged in position, and crossbeam 1 is controlled by fastening screw L2 moves left and right position.By plastic bushing 2,
A Position Scale 3 is arranged in the direction vertical with crossbeam 1, and Position Scale 3 can move up and down in plastic bushing 2, is existed by setting
The fastening screw L1 in middle position moves up and down position control scale above plastic bushing.
In the one readable observation window 6 of front setting of plastic bushing 2, can be read on scale by readable observation window 6
Scale；The graticule 4 concordant with 1 bottom surface of crossbeam is carved in 6 two sides of observation window, the number being aligned on scale 3 with graticule 4 is to want
The data of measurement.
By taking 3rd embodiment as an example, usage mode of the invention is introduced:
Since before solid concrete roabed concreting, the absolute altitude of two tracks has been accurately positioned by the adjustment of support rail frame, and
The distance of rail top face to solid concrete roabed top of concrete has also determined that and (is determined by rail height and rail bottom plate thickness), prevents
Fan's stream connecting terminal top surface absolute altitude is generally higher by concrete road bed top surface 3-5mm, and the distance to rail top face also has determined that.
1, in solid concrete roabed top bars (concrete cover) accurate positioning:
Fastening screw L2 is unclamped plastic bushing 2 is slided into the left end suitable position of crossbeam 1 and tightens fastening screw L2；It unclamps tight
Gu crossbeam 5 is extracted from crossbeam 1 out appropriate length, then tightens fastening screw L3 by screw L3；Cross beam frame in two tracks
On, fastening screw L1 is unclamped, according to the distance a(of rail top face to top bars by rail height, rail bottom plate thickness and coagulation
Protective soil layer thickness determines) scale 3 is moved up and down, keep distance a concordant with graticule 4 and tighten fastening screw L1, on checking
Layer reinforcing bar, between the upper and lower away from reinforcement location is adjusted above and below coming, makes its accurate positioning with scale 3.
2, anti-fan flows connecting terminal and is accurately positioned:
Fastening screw L2 is unclamped plastic bushing 2 is slided into the left end suitable position of crossbeam 1 and tightens fastening screw L2；It unclamps tight
Gu crossbeam 5 is extracted from crossbeam 1 out appropriate length, then tightens fastening screw L3 by screw L3；Cross beam frame in two tracks
On, fastening screw L1 is unclamped, according to the distance b(of rail top face to anti-fan's stream connecting terminal top surface by rail height, rail bottom backing plate
The distance that thickness and terminal expose top of concrete determines) scale 3 is moved up and down, keep distance b concordant with graticule 4 and tightens fastening
Screw L1 contacts scale bottom with connecting terminal top surface, then connecting terminal is welded on the cyclic annular plating connecting with reinforcing bar
The side of zinc band iron makes its accurate positioning.
Due to that pinpoint connecting terminal may be made to generate displacement in concreting, vibration construction, if whole road
It is found after bed concreting in connecting terminal Transducers Embedded in Concrete, connecting terminal can be made to expose coagulation by the method for above mentioning reinforcing bar
Native top surface, and positioned by the location instrument.
3, solid concrete roabed top of concrete absolute altitude is accurately positioned:
After solid concrete roabed concreting, concrete absolute altitude is checked in time.It unclamps fastening screw L2 and plastic bushing 2 is slided into cross
The left end suitable position of beam 1 simultaneously tightens fastening screw L2；Fastening screw L3 is unclamped, crossbeam 5 is extracted out from crossbeam 1 suitable long
Degree, then tightens fastening screw L3；Cross beam frame on two tracks, fastening screw L1 is unclamped, according to rail top face to entirety
The distance c(of railway roadbed top of concrete is determined by rail height, rail bottom plate thickness) scale 3 is moved up and down, make distance c and graticule
4 is concordant and tighten fastening screw L1, the spacing of scale 3 bottom and top of concrete is checked, if the insertion of 3 bottom of scale is mixed
In solidifying soil, illustrate that concrete absolute altitude is higher than designed elevation, can take part any excess concrete exposing 3 the lowermost method of scale away makes
Concrete absolute altitude reaches designed elevation；If 3 bottom of scale and top of concrete have certain distance, coagulation can be added at this
Soil contacts top of concrete with 3 bottom of scale to reach designed elevation.
Above embodiments are only the one such embodiment of the present invention, and the description thereof is more specific and detailed, but can not
Therefore limitations on the scope of the patent of the present invention are interpreted as.It should be pointed out that for those of ordinary skill in the art,
Without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection model of the invention
It encloses.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (9)
1. non-fragment orbit track pouring construction localization tool, two rails being parallel to each other are provided on the non-fragment orbit track
Road and anti-fan flow connecting terminal, it is characterised in that: it includes the crossbeam for the lengthwise being arranged on two tracks, and the crossbeam is at least
One end setting one is provided with determining non-fragment orbit track surface on the Position Scale perpendicular to the Position Scale of the crossbeam
The telltale mark of height and anti-fan's stream connecting terminal height, the Position Scale are movably arranged on the crossbeam.
2. non-fragment orbit track pouring construction localization tool according to claim 1, it is characterised in that: the crossbeam
At least a perforative through-hole is arranged in one end, and the Position Scale is movably arranged as in the through-hole.
3. non-fragment orbit track pouring construction localization tool according to claim 2, it is characterised in that: the crossbeam
On be slidingly connected sleeve, the through-hole is offered in described sleeve pipe, the Position Scale is movably arranged in the through-hole, institute
State the fastening screw being provided on casing for fixing the Position Scale.
4. non-fragment orbit track pouring construction localization tool according to claim 3, it is characterised in that: described sleeve pipe
For plastics, one is opened up in described sleeve pipe for observing the observation window of the telltale mark.
5. non-fragment orbit track pouring construction localization tool according to claim 2, it is characterised in that: the crossbeam
A nut is arranged in side directed downwardly, is threadedly coupled a fastening screw on the nut, the one of the through-hole is arranged in the nut
Side so that when fastening screw precession be resisted against the Position Scale surface, thus the fixed Position Scale.
6. non-fragment orbit track pouring construction localization tool according to claim 5, it is characterised in that: the crossbeam
A bracket is arranged in side upward, and the bracket is located at the side of the through-hole, and a fixing clamp, institute is arranged in pivot on the bracket
It states and a spring is set between fixing clamp one end and bracket, the side of the fixing clamp other end towards the Position Scale is provided with
Horizontal raised line, the telltale mark on the Position Scale is the horizontal groove for accommodating the raised line.
7. non-fragment orbit track pouring construction localization tool according to claim 1, it is characterised in that: the crossbeam
Including the cross bearer and needle beam composition that two cross sections are square shape, wherein the needle beam is movably arranged on the cross bearer
In inner hole, screw thread setting one is for fixing the fastening screw of the needle beam on the cross bearer.
8. non-fragment orbit track pouring construction localization tool according to claim 1, it is characterised in that: the big cross
Beam and needle beam are aluminium alloy.
9. non-fragment orbit track pouring construction localization tool according to claim 1, it is characterised in that: the crossbeam
It is upper that a horizontal ruler is fixed by viscose glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811317854.7A CN109468896A (en) | 2018-11-07 | 2018-11-07 | Non-fragment orbit track pouring construction localization tool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811317854.7A CN109468896A (en) | 2018-11-07 | 2018-11-07 | Non-fragment orbit track pouring construction localization tool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109468896A true CN109468896A (en) | 2019-03-15 |
Family
ID=65666868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811317854.7A Pending CN109468896A (en) | 2018-11-07 | 2018-11-07 | Non-fragment orbit track pouring construction localization tool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109468896A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111023943A (en) * | 2020-01-22 | 2020-04-17 | 中铁五局集团有限公司 | Multi-functional scale of measurationing of ballastless track |
| CN111041908A (en) * | 2019-12-18 | 2020-04-21 | 周江 | Track stray current grounding terminal positioning device and application thereof |
| CN111299911A (en) * | 2019-10-31 | 2020-06-19 | 中铁一局集团新运工程有限公司 | Labyrinth flow elimination terminal welding control device |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1061176A1 (en) * | 1999-06-16 | 2000-12-20 | Hochtief Aktiengesellschaft | Process for equalisation of the vertical displacements of structural track elements of a fixed railway track |
| CN202610668U (en) * | 2012-06-14 | 2012-12-19 | 成都昊海机械有限责任公司 | Height detecting instrument for measuring vertical abrasion of railway turnout fixed type frog portion |
| CN202705832U (en) * | 2012-08-10 | 2013-01-30 | 中铁三局集团线桥工程有限公司 | Elevation control staff gauge for roadbed slab |
| KR20140035721A (en) * | 2012-09-14 | 2014-03-24 | 한국철도공사 | Hight checking device of concrete sleeper |
| CN203668777U (en) * | 2013-10-15 | 2014-06-25 | 杨成 | Right-angle type line beam eccentricity and ballast thickness measuring ruler |
| CN107152900A (en) * | 2017-06-26 | 2017-09-12 | 五冶集团上海有限公司 | A kind of hole stake survey tool and its application method |
| CN207907891U (en) * | 2018-02-06 | 2018-09-25 | 中博宇图信息科技有限公司 | A kind of engineering mapping mark post |
-
2018
- 2018-11-07 CN CN201811317854.7A patent/CN109468896A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1061176A1 (en) * | 1999-06-16 | 2000-12-20 | Hochtief Aktiengesellschaft | Process for equalisation of the vertical displacements of structural track elements of a fixed railway track |
| CN202610668U (en) * | 2012-06-14 | 2012-12-19 | 成都昊海机械有限责任公司 | Height detecting instrument for measuring vertical abrasion of railway turnout fixed type frog portion |
| CN202705832U (en) * | 2012-08-10 | 2013-01-30 | 中铁三局集团线桥工程有限公司 | Elevation control staff gauge for roadbed slab |
| KR20140035721A (en) * | 2012-09-14 | 2014-03-24 | 한국철도공사 | Hight checking device of concrete sleeper |
| CN203668777U (en) * | 2013-10-15 | 2014-06-25 | 杨成 | Right-angle type line beam eccentricity and ballast thickness measuring ruler |
| CN107152900A (en) * | 2017-06-26 | 2017-09-12 | 五冶集团上海有限公司 | A kind of hole stake survey tool and its application method |
| CN207907891U (en) * | 2018-02-06 | 2018-09-25 | 中博宇图信息科技有限公司 | A kind of engineering mapping mark post |
Non-Patent Citations (1)
| Title |
|---|
| 王海彦,侯晗,等: "高速铁路无砟轨道施工测量方法综述", 《石家庄铁路职业技术学院学报》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111299911A (en) * | 2019-10-31 | 2020-06-19 | 中铁一局集团新运工程有限公司 | Labyrinth flow elimination terminal welding control device |
| CN111299911B (en) * | 2019-10-31 | 2022-07-19 | 中铁一局集团新运工程有限公司 | Labyrinth flow elimination terminal welding control device |
| CN111041908A (en) * | 2019-12-18 | 2020-04-21 | 周江 | Track stray current grounding terminal positioning device and application thereof |
| CN111041908B (en) * | 2019-12-18 | 2021-11-16 | 周江 | Track stray current grounding terminal positioning device and application thereof |
| CN111023943A (en) * | 2020-01-22 | 2020-04-17 | 中铁五局集团有限公司 | Multi-functional scale of measurationing of ballastless track |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109468896A (en) | Non-fragment orbit track pouring construction localization tool | |
| CN109373988B (en) | Instrument and method for measuring trackless construction of overhead contact system in tunnel | |
| CN104260643A (en) | Windproof-type overall steel bracket mounting method | |
| CN206440206U (en) | A kind of pre-buried copper tip of railway roadbed highly controls chi | |
| CN102864745A (en) | PC beam prestressed pipeline three-dimensional position indicator | |
| CN208012952U (en) | A kind of detecting device for pressure strength | |
| CN214194168U (en) | Prefabricated pier stud perpendicularity adjusting device | |
| CN109137737A (en) | Cable guide pipe positioning device | |
| CN211235310U (en) | Evaporate and press aerated concrete block compressive strength testing arrangement | |
| CN102346027A (en) | Method for testing the horizontal displacement of CRTS-II type plate ballastless rail bridge abutment of high-speed railway | |
| CN107142796B (en) | Positioning tool for mounting J-III type expansion joint of medium-low speed magnetic levitation track | |
| DE19727290A1 (en) | Method measure deviations in layer thickness during road building | |
| CN211446411U (en) | Thick precision control instrument that spreads of III type track boards of CRTS | |
| CN114030394A (en) | Subway contact net full-parameter trackless measurement construction method | |
| CN105318840A (en) | Contact network limit measuring instrument | |
| CN201151859Y (en) | Feet of double block type ballastless track construction equipment | |
| CN207109504U (en) | A kind of benchmark guide device for being used to aid in paver | |
| CN208443281U (en) | The vernier scale of vertical relative displacement between seam is cut with scissors for measuring plate-girder | |
| CN209066287U (en) | Cable guide pipe positioning device | |
| CN207703194U (en) | A kind of installation pedestal of strain gauge | |
| CN219364194U (en) | Special tool for adjusting turnout gap of high-speed turnout point rail | |
| CN204461570U (en) | Standard length reinforcing bar weighing scale device | |
| CN215800730U (en) | Quick inspection ruler for construction of ballastless track bed plate | |
| CN219417741U (en) | Laser fixed measurement device for equipment beside subway signal track | |
| CN210115888U (en) | Contactor installation adjusting bracket for rail transit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190315 |
|
| RJ01 | Rejection of invention patent application after publication |