CN205043936U - High -speed railway ballastless track opens production line of track board with two -way elder generation - Google Patents
High -speed railway ballastless track opens production line of track board with two -way elder generation Download PDFInfo
- Publication number
- CN205043936U CN205043936U CN201520482030.0U CN201520482030U CN205043936U CN 205043936 U CN205043936 U CN 205043936U CN 201520482030 U CN201520482030 U CN 201520482030U CN 205043936 U CN205043936 U CN 205043936U
- Authority
- CN
- China
- Prior art keywords
- module
- track
- district
- track plates
- speed railway
- 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.)
- Active
Links
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The utility model provides a high -speed railway ballastless track opens production line of track board with two -way elder generation, including the prestressing force rod iron steel wire stretch -draw module that sets gradually, the insulating detection module of steel reinforcement cage, pour the module of vibrating, the track board draws a mao module, track board steam curing module, track board to go newborn skin module, prestressing force rod iron steel wire to put a module and the module is supported to track board water, is provided with transportation track or crane between every module. The beneficial effects of the utility model are that: by adopting the above technical scheme, improve the production efficiency of prestressed concrete track board for the high -speed railway, structural performance is stable, and the small investment alleviates workman intensity of labour, the energy saving.
Description
Technical field
The utility model belongs to the production field of track plates, especially relates to a kind of production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate.
Background technology
At present, ballastless track of high-speed railway bidirectional pre-tensioned rail plate needs just can complete through multiple program, and production system is separately carried out at multiple program, makes the whole production procedure of prestressed concrete railway board used for high-speed railway elongated, there is production efficiency not high simultaneously, investment is comparatively large, and Manual operation link is more, and labor strength is large, can not shift by complete production line, many defects such as environmental protection condition is poor, and concrete railway board curing pool surface area is large, waste steam.
Summary of the invention
Problem to be solved in the utility model improves the production efficiency of prestressed concrete railway board used for high-speed railway, reduces labor strength, saves the energy, reduce production system equipment investment, carrying transition mobility is flexible, and accurate control technology parameter reduces degree of prestressing deviation etc.By the engineering reliability of the guarantee for implement track plates of this invention technology, promote the durability of high speed railway track.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate, comprise set gradually prestressed steel bar steel wire stretching module, steel reinforcement cage insulation monitoring module, build module of vibrating, track plates plucking module, track plates steam curing module, track plates goes newborn skin module, prestressed steel bar steel wire puts a module and track plates water supports module, is provided with conveying track or crane between each module.
Preferably, described prestressed steel bar steel wire stretching module comprise set gradually steel wire stretching district, tension rod positioning area, tension rod installing zone;
Described steel reinforcement cage insulation monitoring module comprise be set up in parallel steel reinforcement cage storage area, steel reinforcement cage Ru Mo district and insulating monitoring district;
Described build module of vibrating comprise some set gradually the installation of embedded parts district building vibrate platform and surrounding distribution thereof, release agent spraying district, also comprise being positioned at and somely build the automatic distributing machine vibrated in the middle of platform;
Described track plates plucking module comprises plucking district;
Described track plates steam curing module comprises the steam-cured district of track plates of some marshallings, and controls by Master Control Room;
Described track plates goes newborn skin module to comprise newborn dermatotome;
Described prestressed steel bar steel wire is put a module and is comprised Fang Zhang district;
Described track plates water is supported module and is comprised some track plates Shui Yang districts be arranged in order.
Preferably, described building in the middle of vibrate module and described track plates plucking module also comprises just coagulation zone, described track plates goes newborn skin module and described prestressed steel bar steel wire to put in the middle of module also to comprise sealing off and covering anchorage district, and described track plates goes to newborn skin module side to be also arranged side by side steel bar tensing district.
Preferably, the surrounding in described just coagulation zone, plucking district, the steam-cured district of track plates and newborn dermatotome is provided with conveying track or crane.
Preferably, build described in above vibrate module and the conveying track just between coagulation zone and set up safe overline bridge.
The advantage that the utility model has and good effect are: owing to adopting technique scheme, improve the production efficiency of prestressed concrete railway board used for high-speed railway, and structural behaviour is stablized, and small investment, alleviates labor strength, economize energy; Pipelining, mechanization electrifing degree is high, constant product quality stress equilibrium, and construction investment is little, saves manpower.Degree of prestressing deviation in the prestressed concrete plate manufactured is little, and stress distribution is even.Reduce production system equipment investment, accurate control technology parameter, reduce the deviation etc. of product size and degree of prestressing.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiment of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model head;
Fig. 3 is the structural representation in the middle part of the utility model;
Fig. 4 is the structural representation of the utility model afterbody.
In figure:
1, steel wire stretching district 2, tension rod positioning area 3, tension rod installing zone 4, steel reinforcement cage storage area
5, steel reinforcement cage Ru Mo district 6, insulating monitoring district 7, build the platform 8 that vibrates, installation of embedded parts district
9, release agent spraying district 10, automatic distributing machine 11, plucking district 12, the steam-cured district of track plates
13, Master Control Room 14, go to newborn dermatotome 15, Fang Zhang district 16, track plates Shui Yang district
17, first coagulation zone 18, sealing off and covering anchorage district 19, steel bar tensing district
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Set forth a lot of detail in the following description so that fully understand the utility model, but the utility model can also adopt other to be different from alternate manner described here to implement, those skilled in the art can do similar popularization under the condition without prejudice to the utility model intension, and therefore the utility model is not by the restriction of following public specific embodiment.
Secondly; the utility model is described in detail in conjunction with schematic diagram; when describing the utility model embodiment in detail; for ease of explanation; the profile of indication device part structure can be disobeyed general ratio and be made partial enlargement; and described schematic diagram is example, it should not limit the scope of the utility model protection at this.In addition, the three-dimensional space of length, width and height should be comprised in actual fabrication.
As shown in Figures 1 to 4, the utility model comprise set gradually prestressed steel bar steel wire stretching module, steel reinforcement cage insulation monitoring module, build module of vibrating, track plates plucking module, track plates steam curing module, track plates goes newborn skin module, prestressed steel bar steel wire puts a module and track plates water supports module.
Described prestressed steel bar steel wire stretching module comprise set gradually steel wire stretching district 1, tension rod positioning area 2, tension rod installing zone 3;
Described steel reinforcement cage insulation monitoring module comprise be set up in parallel steel reinforcement cage storage area 4, steel reinforcement cage Ru Mo district 5 and insulating monitoring district 6;
Described build module of vibrating comprise some set gradually the installation of embedded parts district 8 building vibrate platform 7 and surrounding distribution thereof, release agent spraying district 9, also comprise being positioned at and somely build the automatic distributing machine 10 vibrated in the middle of platform 7;
Described track plates plucking module comprises plucking district 11;
The steam-cured district 12 of track plates that described track plates steam curing module comprises some marshallings, and control by Master Control Room 13;
Described track plates goes newborn skin module to comprise newborn dermatotome 14;
Described prestressed steel bar steel wire is put a module and is comprised prestressed steel bar steel wire Fang Zhang district 15;
Described track plates water is supported module and is comprised some track plates Shui Yang districts 16 be arranged in order.
Described building in the middle of vibrate module and described track plates plucking module also comprises just coagulation zone 17, described track plates goes newborn skin module and described prestressed steel bar steel wire to put in the middle of module also to comprise track plates sealing off and covering anchorage district 18, and described track plates goes to newborn skin module side to be also arranged side by side steel bar tensing district 19.
Be provided with conveying track or crane between each module, the surrounding in described just coagulation zone 17, plucking district 11, the steam-cured district of track plates 12 and newborn dermatotome 14 is provided with conveying track or crane.Described building above vibrate module and the conveying track just between coagulation zone 17 sets up safe overline bridge.
The punching block of described production ballastless track of high-speed railway bidirectional pre-tensioned rail plate first carries out the stretch-draw of prestress steel mould, then be transported to compressor wire stretch-draw module, steel reinforcement cage insulation monitoring module by roller-way, build module of vibrating, track plates plucking module, track plates steam curing module, track plates go newborn skin module, enter water after demolding of track slab and support module, punching block carries out the stretch-draw of prestressing force punching block again, so forms the production line of the ballastless track of high-speed railway bidirectional pre-tensioned rail plate of a closed loop.
Each program organically combines as a whole by the utility model, and during the manufacturing, punching block applies prestress by technological design and spells group; Release stress is disassembled, and takes out the finished product manufactured.Production efficiency is high, and structural behaviour is stablized, and small investment, alleviates labor strength, economize energy; Degree of prestressing deviation in the prestressed concrete plate manufactured is little, and stress distribution is even.
Above an embodiment of the present utility model has been described in detail, but described content being only preferred embodiment of the present utility model, can not being considered to for limiting practical range of the present utility model.All equalizations done according to the utility model application range change and improve, and all should still belong within patent covering scope of the present utility model.
Claims (5)
1. the production line of a ballastless track of high-speed railway bidirectional pre-tensioned rail plate, it is characterized in that: comprise set gradually prestressed steel bar steel wire stretching module, steel reinforcement cage insulation monitoring module, build module of vibrating, track plates plucking module, track plates steam curing module, track plates goes newborn skin module, prestressed steel bar steel wire puts a module and track plates water supports module, is provided with conveying track or crane between each module.
2. the production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate according to claim 1, is characterized in that: described prestressed steel bar steel wire stretching module comprise set gradually steel wire stretching district (1), tension rod positioning area (2), tension rod installing zone (3);
Described steel reinforcement cage insulation monitoring module comprise be set up in parallel steel reinforcement cage storage area (4), steel reinforcement cage Ru Mo district (5) and insulating monitoring district (6);
Described build module of vibrating comprise some set gradually the installation of embedded parts district (8) building the platform that vibrates (7) and surrounding distribution thereof, release agent spraying district (9), also comprise and be positioned at some automatic distributing machines (10) of building in the middle of the platform that vibrates (7);
Described track plates plucking module comprises plucking district (11);
Described track plates steam curing module comprises the steam-cured district of track plates (12) of some marshallings, and controls by Master Control Room (13);
Described track plates goes newborn skin module to comprise newborn dermatotome (14);
Described prestressed steel bar steel wire is put a module and is comprised Fang Zhang district (15);
Described track plates water is supported module and is comprised some track plates Shui Yang districts (16) be arranged in order.
3. the production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate according to claim 1 and 2, it is characterized in that: described in build in the middle of vibrate module and described track plates plucking module and also comprise just coagulation zone (17), described track plates goes newborn skin module and described prestressed steel bar steel wire to put in the middle of module also to comprise sealing off and covering anchorage district (18), and described track plates goes to newborn skin module side to be also arranged side by side steel bar tensing district (19).
4. the production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate according to claim 3, is characterized in that: the surrounding of described just coagulation zone (17), plucking district (11), the steam-cured district of track plates (12) and newborn dermatotome (14) is provided with conveying track or crane.
5. the production line of ballastless track of high-speed railway bidirectional pre-tensioned rail plate according to claim 1 and 2, is characterized in that: described in build above the conveying track that vibrates between module and first coagulation zone (17) and set up safe overline bridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520482030.0U CN205043936U (en) | 2015-07-06 | 2015-07-06 | High -speed railway ballastless track opens production line of track board with two -way elder generation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520482030.0U CN205043936U (en) | 2015-07-06 | 2015-07-06 | High -speed railway ballastless track opens production line of track board with two -way elder generation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205043936U true CN205043936U (en) | 2016-02-24 |
Family
ID=55337547
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520482030.0U Active CN205043936U (en) | 2015-07-06 | 2015-07-06 | High -speed railway ballastless track opens production line of track board with two -way elder generation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205043936U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104960089A (en) * | 2015-07-06 | 2015-10-07 | 天津银龙预应力材料股份有限公司 | Production line of bidirectional earlier-opened track plates for high-speed railway ballast-less tracks |
| CN107253003A (en) * | 2017-07-17 | 2017-10-17 | 江苏汤辰机械装备制造股份有限公司 | A kind of production line for swinging centrifugal mold |
| CN110380285A (en) * | 2018-04-12 | 2019-10-25 | 富加宜（美国）有限责任公司 | The electronic connection systems of top loading |
| US11757215B2 (en) | 2018-09-26 | 2023-09-12 | Amphenol East Asia Electronic Technology (Shenzhen) Co., Ltd. | High speed electrical connector and printed circuit board thereof |
-
2015
- 2015-07-06 CN CN201520482030.0U patent/CN205043936U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104960089A (en) * | 2015-07-06 | 2015-10-07 | 天津银龙预应力材料股份有限公司 | Production line of bidirectional earlier-opened track plates for high-speed railway ballast-less tracks |
| CN107253003A (en) * | 2017-07-17 | 2017-10-17 | 江苏汤辰机械装备制造股份有限公司 | A kind of production line for swinging centrifugal mold |
| CN107253003B (en) * | 2017-07-17 | 2019-02-05 | 江苏汤辰机械装备制造股份有限公司 | A kind of production line for rotary centrifugal mold |
| CN110380285A (en) * | 2018-04-12 | 2019-10-25 | 富加宜（美国）有限责任公司 | The electronic connection systems of top loading |
| US11757215B2 (en) | 2018-09-26 | 2023-09-12 | Amphenol East Asia Electronic Technology (Shenzhen) Co., Ltd. | High speed electrical connector and printed circuit board thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104960089A (en) | Production line of bidirectional earlier-opened track plates for high-speed railway ballast-less tracks | |
| CN107905254B (en) | Construction method of comprehensive pipe gallery formwork supporting integrated hydraulic internal formwork trolley | |
| CN108381746B (en) | Construction method of sliding type pedestal prefabricated box girder | |
| CN205043936U (en) | High -speed railway ballastless track opens production line of track board with two -way elder generation | |
| CN104441225B (en) | A kind of tinuous production for manufacturing prestressed concrete railway board used for high-speed railway | |
| CN208884783U (en) | Assembled architecture PCF plate and connection component | |
| CN202718022U (en) | Fabricated type prestressed concrete pavement | |
| CN207616844U (en) | Foundation platform precast concrete side form and molding machine | |
| CN110748153A (en) | Novel cast-in-place slab band of assembled frame construction hangs mould device | |
| CN102744775A (en) | Special forming mold for T-shaped precast beam plate | |
| CN104831932A (en) | Construction technology for high-grade concrete column base | |
| CN104532990A (en) | Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method | |
| CN106945164B (en) | Adapt to the production system and its method of the concrete sleeper of high temperature and high humidity environment | |
| CN105064160B (en) | A kind of concrete prepackage road of High anti bending strength | |
| CN204530499U (en) | For the automatic travelling device of highway bridge prefabrication beam slab concrete distributing | |
| CN204475145U (en) | Self-anchored suspension bridge anchoring is across cast-in-place box beam | |
| CN204418691U (en) | A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus | |
| CN204435616U (en) | Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure | |
| CN104631695A (en) | Steel bar truss gypsum board, novel floor support plate and construction method of novel floor support plate | |
| CN104562918A (en) | Self-anchored suspension bridge anchor span cast-in-place concrete box beam and construction method thereof | |
| CN108252443A (en) | Bed die detachable hang formula steel bar girder floor slab structure and its construction method | |
| CN106142339A (en) | A kind of automatic production line of mechanical presses molding prestressed concrete base plate | |
| CN105064159B (en) | A kind of concrete road of Fast Installation | |
| CN104088394A (en) | Building hollow wall large plate integrated with hollow strip plate | |
| CN211341746U (en) | Novel cast-in-place slab band of assembled frame construction hangs mould device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |