CN104404899A - Highway vibrating decelerating facility - Google Patents
Highway vibrating decelerating facility Download PDFInfo
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- CN104404899A CN104404899A CN201410734515.4A CN201410734515A CN104404899A CN 104404899 A CN104404899 A CN 104404899A CN 201410734515 A CN201410734515 A CN 201410734515A CN 104404899 A CN104404899 A CN 104404899A
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- deceleration
- vibration
- decelerating
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Abstract
The invention provides a highway vibrating decelerating facility. The highway vibrating decelerating facility comprises N1 road deceleration reminding signboards, N2 groups of hot-melted vibration marking lines and N3 vibrating decelerating road segments, all of which are orderly arranged in the driving direction of vehicles, wherein N1, N2 and N3 are set values; the road deceleration reminding signboards are arranged on the roadside; the hot-melted vibration marking lines are formed on the pavement and perpendicular to the driving direction of vehicles; decelerating balls are arranged on the vibrating decelerating road segments; the decelerating balls are spherical projections and in smooth transition with the ground; the decelerating balls located on the same vibrating decelerating road segment are as high as each other; in the driving direction of vehicles, the decelerating balls located on the later vibrating decelerating road segment are higher than the decelerating balls on the previous later vibrating decelerating road segment. The highway vibrating decelerating facility is capable of generating lasting vibration to enable drivers to reduce speeds, has the advantages of simple structure, novel and reasonable in design, high in reliability, obvious deceleration effect and the like, and is good in control effect, low in implementation cost and convenient to popularize.
Description
Technical field
The invention belongs to field of traffic, be specifically related to a kind of highway vibration deceleration facilities.
Background technology
It is the major reason causing road traffic accident that overspeed of vehicle travels.Restriction vehicle of taking the necessary measures travels under rational speed, is the effective means ensured traffic safety.At the Dangerous Area that traffic accident is multiple, forced deceleration facility is rationally set, forces driver's regulation speed, the quantity that traffic accident occurs can not only be reduced, and the order of severity of traffic accident can be reduced.Highway deceleration facilities conventional at present mainly comprises hot melt vibration deceleration marked line, speed-reducing rubber band, the desk-top deceleration strip of cement, railway spike deceleration strip, antislip colour deceleration road surface etc.All there is certain shortcoming and defect in above-mentioned deceleration facilities: hot melt concussion graticule easily pollutes and weares and teares, and affect its visual and deceleration, forced deceleration effect is poor; Speed-reducing rubber band is aging, poor durability easily, easily occurs problems such as coming off, break when heavy-duty vehicle is many; Cement desk-top deceleration strip can destroy road surface when installing, and the seepage problem of flexible pavement not easily solves, and rigidity is comparatively large, affects driver comfort, easily causes damage to vehicle and goods; Railway spike deceleration strip slowing effect generally and easily come off, affects traffic safety after coming off, and flexible pavement easily occurs sink; Antislip colour deceleration road surface needs large area to lay, and cost is higher, and there will be the diseases such as pollution, abrasion, and forced controlling speed effect is general.
Summary of the invention
For the deficiency that existing deceleration facilities exists, the invention provides a kind of highway vibration deceleration facilities, can effective regulation speed.
The present invention for solving the problems of the technologies described above taked technical scheme is: a kind of highway vibration deceleration facilities, is characterized in that: it comprises the N set gradually along vehicle heading
1individual road speed prompting sign board, N
2group hot melt concussion graticule and N
3bar vibration deceleration area, N
1, N
2, N
3for setting value; Wherein
Road speed prompting sign board is arranged on roadside;
Hot melt concussion graticule is arranged on road surface, mutually vertical with vehicle heading;
Vibration deceleration area is provided with deceleration ball, deceleration ball is sphere projection and seamlessly transits with ground, the deceleration ball height be positioned on same vibration deceleration area is identical, and the deceleration ball height being positioned at the deceleration ball aspect ratio last bar vibration deceleration area of a rear vibration deceleration area along vehicle heading increases.
By such scheme, described N
1value is 2.
By such scheme, described N
2value is 4.
By such scheme, described N
3value is 3.
By such scheme, the spacing of two adjacent vibration deceleration areas is equal, is 20-40 rice.
By such scheme, the length of every bar vibration deceleration area is equal, is 20-40 rice.
By such scheme, article 3, vibrate deceleration area and vibrate deceleration area, the second vibration deceleration area and the 3rd vibration deceleration area along vehicle heading successively called after first, wherein the deceleration ball height of first, second, third vibration deceleration area is respectively 20mm, 30mm and 40mm, and bottom surface circular diameter is 120mm.
By such scheme, described deceleration ball be arranged in parallel, staggered between two adjacent row deceleration balls, and reduce along the distance of vehicle heading between the adjacent rows deceleration ball of a rear vibration deceleration area than the distance between the adjacent rows deceleration ball of last bar vibration deceleration area.
Beneficial effect of the present invention is:
1, by producing sustained vibration, to driver with the more and more faster illusion of vehicle, thus force driver to be slowed down further, thus force driver initiatively to reduce the speed of a motor vehicle, there is the advantages such as structure is simple, novel in design rationally, reliability is high, slowing effect is obvious, its control effects is good, realizes cost low, is convenient to promote.
2, often the height of the deceleration ball of group vibration deceleration area increases gradually, reduce automobile and produce sideslip and risk out of control when just sailing into and vibrate deceleration area because speed is too high, it also avoid the problem that Vehicular vibration intensity also weakens thereupon because the speed of a motor vehicle reduces gradually simultaneously, the process of its regulation speed is more steady, and the safety of driving is better.
3, the distance between adjacent rows deceleration ball reduces gradually, thus guarantee vibration frequency is constant, and avoid the problem along with the reduction of speed minimizing Vehicular vibration frequency of equidistantly laying and producing, its slowing effect is more obvious.
Accompanying drawing explanation
Fig. 1 is the general illustration of vibration deceleration facilities.
Fig. 2 is the adjacent two row's deceleration ball distance maps of vibration deceleration facilities.
Fig. 3 is the schematic diagram of deceleration ball section.
Fig. 4 is the composition diagram of vibration deceleration facilities.
In figure: 1. the first deceleration prompting sign board; 2. the second deceleration prompting sign board; 3. track edge line; 4. runway; 5. track central breaks; 6. the first hot melt concussion graticule; 7. the second hot melt concussion graticule; 8. the 3rd hot melt concussion graticule; 9. the 4th hot melt concussion graticule; 10. deceleration ball; 11. first vibration deceleration areas; 12. second vibration deceleration areas; 13. the 3rd vibration deceleration areas.
Detailed description of the invention
Below in conjunction with instantiation and accompanying drawing, the invention will be further described.
The present embodiment provides a kind of highway to vibrate deceleration facilities, and as shown in Figure 1, Figure 2 and Figure 4, it comprises the N set gradually along vehicle heading
1individual road speed prompting sign board, N
2group hot melt concussion graticule and N
3bar vibration deceleration area, N
1, N
2, N
3for setting value.
N
1arrange according to traffic relevant regulations and actual conditions, usual value is 2, in the present embodiment, road speed prompting sign board is arranged on roadside (being arranged in the present embodiment on the track edge line 3 in roadside), first slows down points out sign board 1 to be arranged on from nearest vibration deceleration area distance 300 meters of, second slows down points out sign board 2 to be arranged on from nearest hot melt concussion graticule distance 100 meters of, and slow down prompting high 2 meters, wide 1.5 meters of sign board.
N
2the usual value of quantity be 3-6,4 are got in the present embodiment, be followed successively by the first hot melt concussion graticule 6, second hot melt concussion graticule 7, the 3rd hot melt concussion graticule 8, the 4th hot melt concussion graticule 9 along vehicle heading, hot melt concussion graticule be arranged on runway 4, mutually vertical with vehicle heading; Divide other 80m, 60m, 40m and 20m with the distance of nearest vibration deceleration area, often organize hot melt concussion graticule and be made up of three concussion graticules, the wide 0.3m of every bar concussion graticule, adjacent two concussion distance between bench marks 0.45m, often organizing hot melt concussion marking width is 1.8m.
N
3the usual value of quantity be 2-4,3 are got in the present embodiment, be followed successively by the first vibration deceleration area 11, second along vehicle heading and vibrate deceleration area 12, the 3rd vibration deceleration area 13, the length of every bar vibration deceleration area is equal, for 20-40 rice, the spacing of two adjacent vibration deceleration areas is equal, is 20-40 rice.
Vibration deceleration area is provided with deceleration ball 10, deceleration ball 10 is sphere projection and seamlessly transits with ground, as shown in Figure 3, the deceleration ball height be positioned on same vibration deceleration area is identical, and the deceleration ball height being positioned at the deceleration ball aspect ratio last bar vibration deceleration area of a rear vibration deceleration area along vehicle heading increases.In the present embodiment, 3 articles of vibration deceleration areas vibrate deceleration area, the second vibration deceleration area and the 3rd vibration deceleration area along vehicle heading successively called after first, wherein the deceleration ball height of first, second, third vibration deceleration area is respectively 20mm, 30mm and 40mm, and bottom surface circular diameter is 120mm.Deceleration ball be arranged in parallel, staggered between two adjacent row deceleration balls, and reduce along the distance of vehicle heading between the adjacent rows deceleration ball of a rear vibration deceleration area than the distance between the adjacent rows deceleration ball of last bar vibration deceleration area.Vibration deceleration area length and quantity, height, the bottom surface circular diameter of deceleration ball suitably can adjust according to the speed of operation in section, and specific embodiments has certain flexibility, but all belongs to protection scope of the present invention.
Horizontal spacing between adjacent two deceleration balls is 35cm, distance between adjacent rows deceleration ball reduces gradually along direction of traffic, its reason is to the invention provides a kind of vibration deceleration area keeping constant vibration frequency, keep constant vibration frequency when the speed of a motor vehicle reduces gradually, thus force driver to continue to reduce the speed of a motor vehicle.
The constant of vibration frequency is kept to reach by the distance optimized between adjacent rows deceleration ball, distance between adjacent rows deceleration ball travels based on vehicle constant (getting frequency is here 10HZ) of trying to achieve of vibration frequency produced on vibration deceleration area, and its solution formula is:
In formula, S is the distance between two row deceleration balls, V
tfor car speed, a is vehicle deceleration, and t is vehicle deceleration running time.
Suppose that vehicle is even moderating process when crossing whole vibration deceleration area, the speed that vehicle arrives vibration deceleration area starting point is v
just, expect that the regulation speed reached is v
limit, pass through formula
vehicle deceleration a can be tried to achieve.This patent gets vibration frequency 10HZ, and namely t value is 0.1 second.
Have according to formula:
·············
In formula, S
a1be the first row and second row distance of the first vibration deceleration area, S
a2be the second row of the first vibration deceleration area and the distance of the third line, the like, the distance definition between the row of the second vibration deceleration area and row is S
b1to S
b19, be S by the distance definition between the row of the 3rd vibration deceleration area and row
c1to S
c32; v
1for vehicle arrives the speed at the second row deceleration ball place, v
nfor vehicle arrives the speed at the (n+1)th row deceleration ball place.
Can in the hope of the fore-and-aft distance between each row deceleration ball according to above-mentioned formula.
As the first row of the first vibration deceleration area and the second row distance are defined as S by Fig. 2
a1, the second row and the third line distance definition be S
a2, definition is gone down the distance definition of last two rows is successively S
a15, according to this point-score by second vibration deceleration area row and row between distance definition be S
b1to S
b19, be S by the distance definition between the row of the 3rd vibration deceleration area and row
c1to S
c32, its range distribution is as table 1 (being 40m for the length on three sections of vibration deceleration road surfaces).
Table 1
| Range distribution figure (m) | S A | S B | S C |
| 1 | 2.77 | 2.24 | 1.52 |
| 2 | 2.75 | 2.22 | 1.51 |
| 3 | 2.74 | 2.2 | 1.49 |
| 4 | 2.72 | 2.19 | 1.47 |
| 5 | 2.7 | 2.17 | 1.46 |
| 6 | 2.69 | 2.15 | 1.44 |
| 7 | 2.67 | 2.14 | 1.43 |
| 8 | 2.66 | 2.12 | 1.41 |
| 9 | 2.64 | 2.11 | 1.39 |
| 10 | 2.62 | 2.09 | 1.38 |
| 11 | 2.61 | 2.07 | 1.36 |
| 12 | 2.59 | 2.06 | 1.34 |
| 13 | 2.58 | 2.04 | 1.33 |
| 14 | 2.56 | 2.02 | 1.31 |
| 15 | 2.54 | 2.01 | 1.3 |
| 16 | 1.99 | 1.28 | |
| 17 | 1.98 | 1.26 | |
| 18 | 1.96 | 1.25 | |
| 19 | 1.94 | 1.23 | |
| 20 | 1.21 | ||
| 21 | 1.2 | ||
| 22 | 1.18 | ||
| 23 | 1.17 | ||
| 24 | 1.15 | ||
| 25 | 1.13 | ||
| 26 | 1.12 | ||
| 27 | 1.1 | ||
| 28 | 1.08 | ||
| 29 | 1.07 | ||
| 30 | 1.05 | ||
| 31 | 1.04 | ||
| 32 | 1.02 |
Start and colored yellow reflectorized material on the deceleration ball of end three row at every section of vibration deceleration area, to improve the visibility at night in the present invention.
When specifically laying:
(1) on section, draw vibration deceleration facilities arrangement diagram
Select the section of laying vibration deceleration facilities in front, accident-prone road section, according to design drawing requirement, determine the accurate location of traffic sign, vibrating graticule, vibration deceleration area etc., and on road, execute the cloth point diagram drawing vibration deceleration ball.
(2) deceleration facilities construction is vibrated
At assigned address, traffic mark board is installed, executes picture hot melt vibration graticule.Take epoxy resin as primary raw material, prefabricated deceleration ball.
The road surface of vibration deceleration area is cleared up, utilizes special epoxy resin adhesive, deceleration ball is bonded in position of layouting accordingly, after the complete dry and hard solidification of epoxy resin, get final product (being generally 8 to 12 hours).
Above embodiment is only for illustration of design philosophy of the present invention and feature, and its object is to enable those skilled in the art understand content of the present invention and implement according to this, protection scope of the present invention is not limited to above-described embodiment.So all equivalent variations of doing according to disclosed principle, mentality of designing or modification, all within protection scope of the present invention.
Claims (8)
1. a highway vibration deceleration facilities, is characterized in that: it comprises the N set gradually along vehicle heading
1individual road speed prompting sign board, N
2group hot melt concussion graticule and N
3bar vibration deceleration area, N
1, N
2, N
3for setting value; Wherein
Road speed prompting sign board is arranged on roadside;
Hot melt concussion graticule is arranged on road surface, mutually vertical with vehicle heading;
Vibration deceleration area is provided with deceleration ball, deceleration ball is sphere projection and seamlessly transits with ground, the deceleration ball height be positioned on same vibration deceleration area is identical, and the deceleration ball height being positioned at the deceleration ball aspect ratio last bar vibration deceleration area of a rear vibration deceleration area along vehicle heading increases.
2. a kind of highway vibration deceleration facilities according to claim 1, is characterized in that: described N
1value is 2.
3. a kind of highway vibration deceleration facilities according to claim 1, is characterized in that: described N
2value is 4.
4. a kind of highway vibration deceleration facilities according to claim 1, is characterized in that: described N
3value is 3.
5. a kind of highway vibration deceleration facilities according to claim 1, is characterized in that: the spacing of two adjacent vibration deceleration areas is equal, is 20-40 rice.
6. a kind of highway vibration deceleration facilities according to claim 1, is characterized in that: the length of every bar vibration deceleration area is equal, is 20-40 rice.
7. a kind of highway vibration deceleration facilities according to claim 4, it is characterized in that: 3 articles of vibration deceleration areas vibrate deceleration area, the second vibration deceleration area and the 3rd vibration deceleration area along vehicle heading successively called after first, wherein the deceleration ball height of first, second, third vibration deceleration area is respectively 20mm, 30mm and 40mm, and bottom surface circular diameter is 120mm.
8. a kind of highway vibration deceleration facilities according to claim 1 or 4 or 7, it is characterized in that: described deceleration ball be arranged in parallel, staggered between two adjacent row deceleration balls, and reduce along the distance of vehicle heading between the adjacent rows deceleration ball of a rear vibration deceleration area than the distance between the adjacent rows deceleration ball of last bar vibration deceleration area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410734515.4A CN104404899B (en) | 2014-12-05 | 2014-12-05 | A kind of highway vibration deceleration facilities |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410734515.4A CN104404899B (en) | 2014-12-05 | 2014-12-05 | A kind of highway vibration deceleration facilities |
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| Publication Number | Publication Date |
|---|---|
| CN104404899A true CN104404899A (en) | 2015-03-11 |
| CN104404899B CN104404899B (en) | 2016-09-14 |
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|---|---|---|---|
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106780269A (en) * | 2016-11-28 | 2017-05-31 | 东南大学 | A kind of mountain highway descending sharp turn long section vibrates the method to set up of speed reduction marking |
| CN107034804A (en) * | 2017-04-19 | 2017-08-11 | 湖南科技大学 | A kind of multistage barrier height adjusting means for lifting deceleration band |
| CN107730914A (en) * | 2017-10-10 | 2018-02-23 | 谢张驰 | A kind of anti-occupancy managing device of highway Emergency Vehicle Lane |
| CN108396610A (en) * | 2018-04-24 | 2018-08-14 | 交通运输部公路科学研究所 | A kind of music highway pavement |
| CN111125850A (en) * | 2019-12-30 | 2020-05-08 | 河南城建学院 | Design method of oscillation marking for limiting non-motor vehicle to run on motor vehicle road |
| CN113201984A (en) * | 2021-05-11 | 2021-08-03 | 武汉综合交通研究院有限公司 | Design method of anti-collision buffer facility of highway overpass bridge |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09105115A (en) * | 1995-10-12 | 1997-04-22 | Sumitomo Rubber Ind Ltd | Braille block |
| CN202440773U (en) * | 2011-12-22 | 2012-09-19 | 长安大学 | Visual illusion vibration deceleration marked line suitable for sharp turn road section of highway |
| CN202466452U (en) * | 2012-03-18 | 2012-10-03 | 长安大学 | Compulsive speed reducing equipment for highway |
-
2014
- 2014-12-05 CN CN201410734515.4A patent/CN104404899B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09105115A (en) * | 1995-10-12 | 1997-04-22 | Sumitomo Rubber Ind Ltd | Braille block |
| CN202440773U (en) * | 2011-12-22 | 2012-09-19 | 长安大学 | Visual illusion vibration deceleration marked line suitable for sharp turn road section of highway |
| CN202466452U (en) * | 2012-03-18 | 2012-10-03 | 长安大学 | Compulsive speed reducing equipment for highway |
Non-Patent Citations (1)
| Title |
|---|
| 张存保等: "山区高速公路振动减速路面设计及应用", 《公路》 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106780269A (en) * | 2016-11-28 | 2017-05-31 | 东南大学 | A kind of mountain highway descending sharp turn long section vibrates the method to set up of speed reduction marking |
| CN107034804A (en) * | 2017-04-19 | 2017-08-11 | 湖南科技大学 | A kind of multistage barrier height adjusting means for lifting deceleration band |
| CN107730914A (en) * | 2017-10-10 | 2018-02-23 | 谢张驰 | A kind of anti-occupancy managing device of highway Emergency Vehicle Lane |
| CN108396610A (en) * | 2018-04-24 | 2018-08-14 | 交通运输部公路科学研究所 | A kind of music highway pavement |
| CN111125850A (en) * | 2019-12-30 | 2020-05-08 | 河南城建学院 | Design method of oscillation marking for limiting non-motor vehicle to run on motor vehicle road |
| CN113201984A (en) * | 2021-05-11 | 2021-08-03 | 武汉综合交通研究院有限公司 | Design method of anti-collision buffer facility of highway overpass bridge |
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|---|---|
| CN104404899B (en) | 2016-09-14 |
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Effective date of registration: 20190109 Address after: 225600 Haowei Science and Technology Building, 001 Haowei Avenue, Gaoyou High-tech Zone, Yangzhou City, Jiangsu Province, 8 floors Patentee after: Polytechnic High Tech Institute (Gaoyou) Co., Ltd. Address before: 430070 Hubei Province, Wuhan city Hongshan District Luoshi Road No. 122 Patentee before: Wuhan University of Technology |
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Granted publication date: 20160914 Termination date: 20191205 |