CN103669250A - Method for manufacturing combined and height adjusting rubber zebra crossing - Google Patents
Method for manufacturing combined and height adjusting rubber zebra crossing Download PDFInfo
- Publication number
- CN103669250A CN103669250A CN201210369604.4A CN201210369604A CN103669250A CN 103669250 A CN103669250 A CN 103669250A CN 201210369604 A CN201210369604 A CN 201210369604A CN 103669250 A CN103669250 A CN 103669250A
- Authority
- CN
- China
- Prior art keywords
- thickness adjusting
- crown layer
- zebra crossing
- road
- rubber
- 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
Images
Abstract
The invention relates to a method for manufacturing a combined and height adjusting rubber zebra crossing. The zebra crossing comprises a base, a thickness adjusting cushion, a crown layer, a positioning connecting rope, a foundation bolt, a protective cover and a road. The zebra crossing is characterized in that the main components including the base, the thickness adjusting cushion, the crown layer and the positioning connecting rope are rubber provided with steel wire frameworks and are manufactured in a vulcanization mode, the rubber of the crown layer is white, and the rubber of the other main components is black. The base, the thickness adjusting cushion and the crown layer can be respectively and fast locked, separated and combined, the zebra crossing at different positions can be adjusted to be located at the reasonable height by adjusting the thickness adjusting cushion, and pedestrians and vehicles can pass through the zebra crossing conveniently. The zebra crossing manufactured through the method is simple in structure, and the method is convenient to operate, low in cost and easy to popularize and promote.
Description
One, technical field
The present invention relates to a kind of preparation method of road zebra crossing, the preparation method of especially a kind of combined type, height adjustable rubber zebra stripes.
Two, technical background
At present, road zebra crossing adopts special-purpose gage mark coating or paint more, by special-purpose scoring equipment, draws system, and strong to special coating or paint and device dependence, cost is high; Meanwhile, the state high in the middle of all can being during most of road pavement, both sides are low, is beneficial to the lower mouth of a river that rainwater flows to road both sides, and therefore,, made troubles to pedestrian there being the different current of width in the rainy day in most of road both sides.
Three, summary of the invention
Object of the present invention is intended to overcome above-mentioned deficiency, provides a kind of and can lay fast, highly adjustable, the zebra stripes preparation method that is convenient for changing, with factory normalization, mass production, replaces on-the-spot working in dispersion.
For achieving the above object, the present invention is achieved in that a kind of preparation method of road zebra crossing, main body comprises pedestal, thickness spacer, crown layer, rope is located by connecting, auxiliary material comprise stone bolt and protective cover, be characterized in, main element is the rubber with steel-wire carcass, through over cure, makes, the rubber of crown layer is white, and other main element is black.Between pedestal, by the rope location that is located by connecting, cover a plurality of pedestals of protective cover and be located by connecting and restrict together with stone bolt, pre-buried when road construction; After effecting HMA compaction, or cement pavement is between curing time, takes off in time protective cover, and other parts are installed; Pedestal, thickness adjusting pad and crown layer can be distinguished quick lock in, divide fast, close; By thickness adjusting pad, adjust the pedestrian crossing of different parts in rational height, facilitate pedestrian and vehicle pass-through; The method has simple in structure, easy to operate, with low cost, is suitable for penetration and promotion.
Four, accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Five, the specific embodiment
For a better understanding of the present invention, below in conjunction with drawings and Examples, it is further described in detail.
As shown in Figure 1, the preparation method of combination of the present invention, height-adjustable rubber zebra stripes, comprises pedestal (1), thickness adjusting pad (2), crown layer (3), rope (4) is located by connecting, stone bolt (5), protective cover (6), road (7); Main element: pedestal (1), thickness adjusting pad (2), crown layer (3), the rope (4) that is located by connecting are the rubber with steel-wire carcass, through over cure, make, the rubber of crown layer is white, upper side can be with projection, word, decorative pattern, and in rubber wear-resisting, reflective, the fluorescent material of admixture, other main element is black; Between pedestal, by the rope that is located by connecting, locate; Pedestal, thickness adjusting pad and crown layer can be distinguished quick lock in; Produce the raw material of rubber components, can utilize the leftover pieces of producing tire.
When road construction, by covering a plurality of pedestals of protective cover and being located by connecting, restrict together with embedding anchor bolts; After effecting HMA compaction, or cement pavement is between curing time, takes off in time protective cover, and other parts are installed; Zebra stripes on motorway, highly will be adjusted unanimously with road surface, near the zebra stripes on sidewalk, highly exceed road surface, facilitate pedestrian's rainy day current; At ordinary times, according to the aging and wear condition of every crown layer, dismounting in time, replacing; Again during asphalt, in advance each position thickness adjusting pad, crown layer are pulled down, changed protective cover, after pavement compaction, by new pavement method, adjusting pad and crown layer are installed.
Claims (1)
1. the preparation method of a road zebra crossing, comprise pedestal (1), thickness adjusting pad (2), crown layer (3), the rope (4) that is located by connecting, stone bolt (5), protective cover (6), road (7), is characterized in that: zebra stripes consist of knockdown minute body component, and within each minute, body component can be distinguished replacing separately; Each spot size of zebra stripes is prefabricated in advance; Pedestal (1), thickness adjusting pad (2), crown layer (3), the rope (4) that is located by connecting are the rubbers with steel-wire carcass; Pedestal (1), thickness adjusting pad (2), crown layer (3), and protective cover (6) can distinguish quick lock in, fast minute, close; Can by thickness adjusting pad (2), adjust the height of the zebra stripes at each position of road, facilitate pedestrian and vehicle pass-through; Thickness adjusting pad (2) and crown layer (3) can be changed at any time; The rope (4) that is located by connecting is used for controlling the distance between pedestal (1); Protective cover (6) is only used when road construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210369604.4A CN103669250A (en) | 2012-09-22 | 2012-09-22 | Method for manufacturing combined and height adjusting rubber zebra crossing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210369604.4A CN103669250A (en) | 2012-09-22 | 2012-09-22 | Method for manufacturing combined and height adjusting rubber zebra crossing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103669250A true CN103669250A (en) | 2014-03-26 |
Family
ID=50307965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210369604.4A Pending CN103669250A (en) | 2012-09-22 | 2012-09-22 | Method for manufacturing combined and height adjusting rubber zebra crossing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103669250A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603898A (en) * | 2016-03-02 | 2016-05-25 | 成都来宝石油设备有限公司 | Road marking device for oil tank truck |
| CN105803968A (en) * | 2016-05-16 | 2016-07-27 | 黄长安 | Zebra crossing unnecessary to be maintained separately and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1053937A (en) * | 1990-02-08 | 1991-08-21 | 楚羲臣 | Traffic lane separating line on stereo-road and preparation method thereof |
| JPH11190005A (en) * | 1997-12-26 | 1999-07-13 | Hitachi Chem Co Ltd | Protruded-rib type roadface traffic sign line and production method thereof |
| CN2808999Y (en) * | 2005-06-22 | 2006-08-23 | 叶卫华 | Pavement marking tape |
| CN101469529A (en) * | 2007-12-28 | 2009-07-01 | 周爱莲 | Antiskid method for road zebra crossing |
| JP2010095904A (en) * | 2008-10-16 | 2010-04-30 | Hokkaido Gomme Kogyosho:Kk | Pedestrian crossing unit and pedestrian crossing using the same |
| KR100984019B1 (en) * | 2009-09-25 | 2010-09-28 | 코리아이엔티 주식회사 | A prefabricated pedestrian crossing |
| JP4663442B2 (en) * | 2005-08-02 | 2011-04-06 | 株式会社北海道ゴム工業所 | Anti-slip liner for pedestrian crossings |
| CN201933377U (en) * | 2011-01-01 | 2011-08-17 | 俞钟晓 | Multi-lane roadway with double solid line isolation belt capable of transversal displacement |
-
2012
- 2012-09-22 CN CN201210369604.4A patent/CN103669250A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1053937A (en) * | 1990-02-08 | 1991-08-21 | 楚羲臣 | Traffic lane separating line on stereo-road and preparation method thereof |
| JPH11190005A (en) * | 1997-12-26 | 1999-07-13 | Hitachi Chem Co Ltd | Protruded-rib type roadface traffic sign line and production method thereof |
| CN2808999Y (en) * | 2005-06-22 | 2006-08-23 | 叶卫华 | Pavement marking tape |
| JP4663442B2 (en) * | 2005-08-02 | 2011-04-06 | 株式会社北海道ゴム工業所 | Anti-slip liner for pedestrian crossings |
| CN101469529A (en) * | 2007-12-28 | 2009-07-01 | 周爱莲 | Antiskid method for road zebra crossing |
| JP2010095904A (en) * | 2008-10-16 | 2010-04-30 | Hokkaido Gomme Kogyosho:Kk | Pedestrian crossing unit and pedestrian crossing using the same |
| KR100984019B1 (en) * | 2009-09-25 | 2010-09-28 | 코리아이엔티 주식회사 | A prefabricated pedestrian crossing |
| CN201933377U (en) * | 2011-01-01 | 2011-08-17 | 俞钟晓 | Multi-lane roadway with double solid line isolation belt capable of transversal displacement |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105603898A (en) * | 2016-03-02 | 2016-05-25 | 成都来宝石油设备有限公司 | Road marking device for oil tank truck |
| CN105603898B (en) * | 2016-03-02 | 2018-11-02 | 成都知融智创知识产权运营有限公司 | The automobile-used lines on road surface equipment of oil tank |
| CN105803968A (en) * | 2016-05-16 | 2016-07-27 | 黄长安 | Zebra crossing unnecessary to be maintained separately and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10141460B2 (en) | Photovoltaic structure for a roadway | |
| RU82243U1 (en) | ROAD MARKING | |
| CN203602983U (en) | Road pavement structure | |
| CN103669250A (en) | Method for manufacturing combined and height adjusting rubber zebra crossing | |
| CN101748672A (en) | Cold-regenerated road surface structure | |
| KR100763416B1 (en) | Functional Hump-Crosswalk using precast concrete panel | |
| CN103898925A (en) | Installation method for anti-sedimentation well cover | |
| Senior-Arrieta et al. | Mechanical characterization of porous asphalt mixes modified with fatty acid amides-FAA | |
| KR101116628B1 (en) | Road-boundary lock for easy establishment | |
| CN101691730B (en) | Composite road surface course structure and construction method thereof | |
| US20100104361A1 (en) | Manufactured road marker for pedestiran crossing and all kinds of roadways | |
| CN205116002U (en) | Six to shift comb pinion rack telescoping device | |
| CN204139206U (en) | A kind of well lid anti-settling structure | |
| CN206070278U (en) | A kind of road brick with self light emission function | |
| CN212175369U (en) | Long-life antiskid road surface structure | |
| CN210031402U (en) | Convenient radiating plastic course | |
| RU138700U1 (en) | TACTICAL GROUND INDEX | |
| CN205603996U (en) | Set up drainage bituminous pavement structure on antifatigue layer | |
| CN201439585U (en) | Colored anti-slip movable alarming plate for bearing means of transportation | |
| CN202577356U (en) | Anti-loosening device of municipal pipeline inspection well ring anti-loosening device | |
| RU157082U1 (en) | ROAD TILES | |
| CN206887695U (en) | A kind of auxiliary stone of curb | |
| CN204455756U (en) | A kind of L-type road kerb with fluorescence | |
| CN202540869U (en) | Reclaimed rubber thread board for greening | |
| CN211547229U (en) | Pitch combined type town road pavement structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140326 |