CN106192816B - A kind of anticollision freeway guardrail - Google Patents

A kind of anticollision freeway guardrail Download PDF

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Publication number
CN106192816B
CN106192816B CN201610702218.0A CN201610702218A CN106192816B CN 106192816 B CN106192816 B CN 106192816B CN 201610702218 A CN201610702218 A CN 201610702218A CN 106192816 B CN106192816 B CN 106192816B
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CN
China
Prior art keywords
guardrail
column
connecting plate
ring
guardrail board
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.)
Expired - Fee Related
Application number
CN201610702218.0A
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Chinese (zh)
Other versions
CN106192816A (en
Inventor
李袁宗
张英杰
王宝军
陈云福
耿宏杰
刘真
闫伟
李富山
张明珠
孙康
冯永利
张海龙
吕振强
涂健
杜建飞
代营伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chen Yunfu
Du Jianfei
Feng Yongli
Geng Hongjie
Li Fushan
Li Yuanzong
Liu Zhen
Lv Zhenqiang
Sun Kang
Tu Jian
Wang Baojun
Yan Wei
Zhang Hailong
Zhang Mingzhu
Zhang Yingjie
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610702218.0A priority Critical patent/CN106192816B/en
Publication of CN106192816A publication Critical patent/CN106192816A/en
Application granted granted Critical
Publication of CN106192816B publication Critical patent/CN106192816B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points

Abstract

The invention discloses a kind of anticollision freeway guardrails, including column and the guardrail board for being set to the column side, energy absorption device is provided between the column and the guardrail board, the energy absorption device includes the first connecting plate, the second connecting plate, rubber ring and reinforces lantern ring, the rubber ring both ends are flange arrangement, are provided with through-hole on the flange arrangement;The reinforcing sleeve ring set is on the periphery on the inside of the flange arrangement of the rubber ring.First connecting plate is fixedly connected with the column, and second connecting plate is fixedly connected with the guardrail board.The ring flange of described rubber ring one end is connect with first connecting plate, and the ring flange of the rubber ring other end is connect with second connecting plate.Freeway guardrail of the invention improves the deformability of guardrail and absorbs the ability of energy, and can effectively prevent car body and crew member and injured by damaged stiff safety fence plate.

Description

A kind of anticollision freeway guardrail
Technical field
The present invention relates to a kind of freeway guardrails, more particularly to a kind of anticollision freeway guardrail.
Background technique
As highway, city intersection etc. are largely built and global auto recoverable amount is significantly increased, traffic accident Ascendant trend is also presented in incidence.Currently, the protective device of highway two sides is mainly the shield by column and portion disposed thereon Breast board composition, guardrail board are made of steel plate, and column and guardrail board are rigid material, and automobile bumps against in guardrail board, can only be relied on The deformed damaged energy-absorbing of guardrail board, deformability and the ability for absorbing energy are limited.And guardrail board is under the effect of impact of automobile It is easily broken, is easy to cause secondary injury to the safety of vehicle and crew member.
In conclusion how to solve the problems, such as that the ability of existing freeway guardrail deformability and absorption energy is limited, Become those skilled in the art's urgent problem to be solved.
Summary of the invention
The object of the present invention is to provide a kind of anticollision freeway guardrails, to improve the absorption energy of freeway guardrail Ability, reduce the impact force of shock.
To achieve the above object, the present invention provides following schemes: the present invention provides a kind of anticollision highway shields Column is provided with energy-absorbing dress including column and the guardrail board for being set to the column side between the column and the guardrail board It sets, the energy absorption device includes the first connecting plate, the second connecting plate, rubber ring and reinforces lantern ring, and the rubber ring both ends are method Blue structure is provided with through-hole on the flange arrangement;The reinforcement lantern ring is identical as the flange arrangement shape, and the reinforcement Lead to the hole site on lantern ring is corresponding with the lead to the hole site on the flange arrangement, method of the reinforcing sleeve ring set in the rubber ring On periphery on the inside of blue structure, and a reinforcement lantern ring is arranged in each flange inner side end;First connection Plate is fixedly connected with the column;Second connecting plate is fixedly connected with the guardrail board;The flange of described rubber ring one end Disk is connect with first connecting plate, and the ring flange of the rubber ring other end is connect with second connecting plate.
Preferably, the guardrail board is metal material.
Preferably, the guardrail board outer surface is provided with a plastic layer, and the plastic layer is fixedly connected with the guardrail board.
Preferably, the column is cement or steel material, for being fixed in surface soil layer.
Preferably, the one side that the column is connect with the energy absorption device is plane.
The present invention achieves following technical effect compared with the existing technology:
Freeway guardrail of the invention substantially increases height by being provided with energy absorption device between column and guardrail board The deformability of fast highway barrier and the ability for absorbing energy;By the way that a plastic layer is arranged in guardrail board outer surface, not only have auxiliary The deformability and energy absorption ability for improving guardrail are helped, and car body and crew member can be prevented to be hurt by damaged stiff safety fence plate Evil.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention Example, for those of ordinary skill in the art, without any creative labor, can also be according to these attached drawings Obtain other attached drawings.
Fig. 1 is a kind of structural schematic diagram of angle of the embodiment of the present invention one;
Fig. 2 is the structural schematic diagram of another angle of the embodiment of the present invention one;
Fig. 3 is the sectional structure chart of rubber ring of the present invention;
Fig. 4 is the schematic diagram of another angle of rubber ring of the present invention;
Fig. 5 is a kind of structural schematic diagram of angle of the embodiment of the present invention two;
Fig. 6 is the structural schematic diagram of another angle of the embodiment of the present invention two.
Wherein, 1 is plastic layer, and 2 be guardrail board, and 3 be the second connecting plate, and 4 is reinforce lantern ring, and 5 be rubber ring, and 6 be first Connecting plate, 7 be column.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
It is of the existing technology to solve the problems, such as the object of the present invention is to provide a kind of anticollision freeway guardrail, make The energy absorption ability of freeway guardrail is improved, and security performance is higher.
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real Applying mode, the present invention is described in further detail.
Embodiment one:
As Figure 1-Figure 4, the present invention provides a kind of anticollision freeway guardrail, including column 7 and is set to column 7 Column 7 is arranged in close to the side of express highway pavement position in the guardrail board 2 of side, guardrail board 2.Between column 7 and guardrail board 2 It is provided with energy absorption device, the energy absorption device includes the first connecting plate 6, the second connecting plate 3, rubber ring 5 and reinforces lantern ring 4, rubber 5 both ends of cushion rubber are flange arrangement, are provided with through-hole on the flange arrangement.It is identical as the flange arrangement shape to reinforce lantern ring 4, And the lead to the hole site reinforced on lantern ring 4 is corresponding with the lead to the hole site on the flange arrangement, reinforces 4 sets of lantern ring in rubber ring 5 On periphery on the inside of flange arrangement, and a reinforcement lantern ring 4 is arranged in each flange inner side end.Reinforce lantern ring 4 to be pressed in On the flange arrangement face of rubber ring 5, the bonding strength of the flange arrangement on rubber ring 5 is strengthened.First connecting plate 6 and column 7 It is fixedly connected;Second connecting plate 3 is fixedly connected with guardrail board 2.The ring flange of 5 one end of rubber ring is connect with the first connecting plate 6, rubber The ring flange of 5 other end of cushion rubber is connect with the second connecting plate 3.
By the way that energy absorption device is arranged between guardrail board 2 and column 7, so that working as the external impact strength that guardrail board 2 is subject to When smaller, the energy hit is mainly absorbed by energy absorption device, it is effective to protect guardrail board 2, so that guardrail board 2 is in small impact force Under will not generate plastic deformation.When shock strength is bigger, the energy hit is absorbed by the energy absorption device and guardrail board 2 jointly Amount, substantially increases the anti-collision energy of freeway guardrail.
The end face bending that second connecting plate 3 is connect with guardrail board 2, the one side of the bending part after making bending are pressed on shield At the joint face of breast board 2.
Guardrail board 2 is metal material, so as to deform energy-absorbing.
2 outer surface of guardrail board is provided with a plastic layer 1, and plastic layer 1 is fixedly connected with guardrail board 2.In 2 outer surface of guardrail board Plastic layer 1 is set, vehicle can be effectively reduced or personnel scratch injury.Due to increasing flexible plastic cement, energy-absorbing can be also assisted Device absorbs Impact energy.
Column 7 is cement or steel material, for being fixed in surface soil layer.
The one side that column 7 is connect with the energy absorption device is plane, to facilitate the connection of the first connecting plate 6 and column 7.
Embodiment two:
Other parts are the same as example 1, and the difference is that only that guardrail board 2 and energy absorption device are located at the two of column 7 Side, as shown in Figure 5 and Figure 6.In such cases, column 7 is located at the middle position of highway, separates reversed lane.
Specific examples are applied in the present invention, and principle and implementation of the present invention are described, above embodiments Illustrate to be merely used to help understand method and its core concept of the invention;At the same time, for those skilled in the art, according to According to thought of the invention, there will be changes in the specific implementation manner and application range.In conclusion the content of the present specification It should not be construed as limiting the invention.

Claims (3)

1. a kind of anticollision freeway guardrail, including column and the guardrail board for being set to the column side, it is characterised in that: Be provided with energy absorption device between the column and the guardrail board, the energy absorption device include the first connecting plate, the second connecting plate, Rubber ring and reinforcement lantern ring, the rubber ring both ends are flange arrangement, are provided with through-hole on the flange arrangement;The reinforcing sleeve Ring is identical as the flange arrangement shape, and the lead to the hole site on the lead to the hole site and the flange arrangement reinforced on lantern ring Corresponding, the reinforcing sleeve ring set is on the periphery on the inside of the flange arrangement of the rubber ring, and each flange inner end A reinforcement lantern ring is arranged in face;First connecting plate is fixedly connected with the column;Second connecting plate with it is described Guardrail board is fixedly connected;The ring flange of described rubber ring one end is connect with first connecting plate, the rubber ring other end Ring flange is connect with second connecting plate;
The guardrail board outer surface is provided with a plastic layer, and the plastic layer is fixedly connected with the guardrail board, in the guardrail The plastic layer is arranged in plate outer surface, can effectively reduce vehicle or personnel scratch injury, due to increasing flexible plastic cement, energy Energy absorption device is assisted to absorb Impact energy;
The one side that the column is connect with the energy absorption device is plane;
The energy absorption device being arranged between the guardrail board and the column hits the outside being subject to when the guardrail board Hit strength it is smaller when, the energy hit is mainly absorbed by the energy absorption device, guardrail board described in effective protection, so that the guardrail Plate will not generate plastic deformation under small impact force;When shock strength is bigger, by the energy absorption device and the guardrail Plate absorbs the energy of shock jointly.
2. a kind of anticollision freeway guardrail according to claim 1, it is characterised in that: the guardrail board is metal material Material.
3. a kind of anticollision freeway guardrail according to claim 1, it is characterised in that: the column be cement or Steel material, for being fixed in surface soil layer.
CN201610702218.0A 2016-08-22 2016-08-22 A kind of anticollision freeway guardrail Expired - Fee Related CN106192816B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610702218.0A CN106192816B (en) 2016-08-22 2016-08-22 A kind of anticollision freeway guardrail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610702218.0A CN106192816B (en) 2016-08-22 2016-08-22 A kind of anticollision freeway guardrail

Publications (2)

Publication Number Publication Date
CN106192816A CN106192816A (en) 2016-12-07
CN106192816B true CN106192816B (en) 2019-01-01

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Family Applications (1)

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CN201610702218.0A Expired - Fee Related CN106192816B (en) 2016-08-22 2016-08-22 A kind of anticollision freeway guardrail

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107653809B (en) * 2017-10-27 2019-12-03 福州思琪科技有限公司 Anticollision barrier for highway
CN112240012B (en) * 2020-10-30 2022-03-15 济南金宇公路产业发展有限公司 Anticollision highway guardrail

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085025A (en) * 2005-09-20 2007-04-05 Hiroaki Nishikawa Corrugated steel sheet for guard rail
CN201372416Y (en) * 2009-01-08 2009-12-30 林淑慧 Guardrail fixing structure
CN102900036A (en) * 2012-11-02 2013-01-30 卞乐平 Buffering anti-collision guardrail on expressway
CN203782617U (en) * 2014-04-16 2014-08-20 辛灵 Tri-W-shaped guard bar plate

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100466411B1 (en) * 2004-07-28 2005-01-13 유철리 Regin guardrail

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085025A (en) * 2005-09-20 2007-04-05 Hiroaki Nishikawa Corrugated steel sheet for guard rail
CN201372416Y (en) * 2009-01-08 2009-12-30 林淑慧 Guardrail fixing structure
CN102900036A (en) * 2012-11-02 2013-01-30 卞乐平 Buffering anti-collision guardrail on expressway
CN203782617U (en) * 2014-04-16 2014-08-20 辛灵 Tri-W-shaped guard bar plate

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Li Yuanzong

Inventor after: Sun Kang

Inventor after: Feng Yongli

Inventor after: Zhang Hailong

Inventor after: Lv Zhenqiang

Inventor after: Tu Jian

Inventor after: Du Jianfei

Inventor after: Dai Yingwei

Inventor after: Zhang Yingjie

Inventor after: Wang Baojun

Inventor after: Chen Yunfu

Inventor after: Geng Hongjie

Inventor after: Liu Zhen

Inventor after: Yan Wei

Inventor after: Li Fushan

Inventor after: Zhang Mingzhu

Inventor before: Dai Yingwei

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20181114

Address after: 065000 Room 602, Unit 4, 9 Building, Guangyang Road Xinmin District, Langfang City, Hebei Province

Applicant after: Li Yuanzong

Applicant after: Sun Kang

Applicant after: Feng Yongli

Applicant after: Zhang Hailong

Applicant after: Lv Zhenqiang

Applicant after: Tu Jian

Applicant after: Du Jianfei

Applicant after: Dai Yingwei

Applicant after: Zhang Yingjie

Applicant after: Wang Baojun

Applicant after: Chen Yunfu

Applicant after: Geng Hongjie

Applicant after: Liu Zhen

Applicant after: Yan Wei

Applicant after: Li Fushan

Applicant after: Zhang Mingzhu

Address before: 450000 Unit 407, Building 21, No. 12, Taihong Jianye International City, University Road, Erqi District, Zhengzhou City, Henan Province

Applicant before: Dai Yingwei

GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190101

Termination date: 20210822