CN2635728Y - Plug-in type barrier - Google Patents

Plug-in type barrier Download PDF

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Publication number
CN2635728Y
CN2635728Y CN 03208715 CN03208715U CN2635728Y CN 2635728 Y CN2635728 Y CN 2635728Y CN 03208715 CN03208715 CN 03208715 CN 03208715 U CN03208715 U CN 03208715U CN 2635728 Y CN2635728 Y CN 2635728Y
Authority
CN
China
Prior art keywords
pillar stand
steel pipe
column
plug
guardrail
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
CN 03208715
Other languages
Chinese (zh)
Inventor
贾日学
石红星
田瑞红
唐键
李晓明
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.)
SHENHUAKE TRAFFIC ENGINEERING Co Ltd BEIJING
Original Assignee
SHENHUAKE TRAFFIC ENGINEERING Co Ltd BEIJING
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 SHENHUAKE TRAFFIC ENGINEERING Co Ltd BEIJING filed Critical SHENHUAKE TRAFFIC ENGINEERING Co Ltd BEIJING
Priority to CN 03208715 priority Critical patent/CN2635728Y/en
Application granted granted Critical
Publication of CN2635728Y publication Critical patent/CN2635728Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a road steel barrier with a structure that the column of the barrier of the prior art is divided into a top part and a bottom part; wherein the bottom end of steel tube of the top column is inserted into the steel tube of the top end of the bottom column with a bolt going inside to connect the top column and the bottom column together. With reinforcement of the bottom column that casings or other technologies are applied to prevent the bottom column from deformation and partly or complete weakening of the top column to control the deformation position of the column in a barrier, the sectional anti-bending modulus is reduced as the moment arm is reduced, which insures the anti-collision grade of the utility model is no lower than the design with the standard of the prior art. The utility model is easy for working and convenient for replacement after collision by vehicles; the utility model is applicable loess road shoulders, baffle walls and bridges as well as various steel barriers.

Description

The plug-in guardrail
Technical field
The utility model belongs to the road safety device, particularly a kind of swapping type road guard.
Background technology
Traditional road guard (steel guard rail) exists such problem after collision, column is crooked because of collision, during reparation, to use crane that column is extracted mostly, perhaps use cutting machine to cut crooked column, new column is gone up in welding again, makes that reparation is very difficult.Thereby be provided with the swapping type guardrail in the standard, to make things convenient for the replacing of fence upright.China Patent No. is that 90209012.6 utility model discloses a kind of extractable and changeable road safety barrier device, its designed Body of pillar is made up of bloom-base, guard post, Urgent device for safety guard fences keeping vehicles on the road, bearing device, tubular protecting cover etc., compounding practice by means of Urgent device for safety guard fences keeping vehicles on the road and bearing device, unclamp the lifting of regulating guard post with locking, control the dress of taking out of guard post, but in use reflect not only complex process of this kind guardrail, and degree of protection is on the low side, can not satisfies actual needs.
The utility model content
The technical problems to be solved in the utility model is the shortcomings and deficiencies that exist in the above-mentioned existing road guardrail technology for overcoming, design a kind of novel plug-in guardrail, not only to guarantee the protective range of guardrail, will be easy to construction simultaneously, after vehicle collision, also can change easily.
Basic design of the present utility model is divided into two original fence upright, construction respectively, replacing after being convenient to simultaneously collide, by reinforcement to original guardrail lower pillar stand, promptly use sleeve pipe or other technology to prevent the distortion of bottom fence upright, by the part of top fence upright being weakened or all weakening the deformation position of controlling fence upright, though the arm of force reduces like this, but the cross section composite bending modulus also reduces simultaneously, thereby guarantees that crashproof power is not less than the primary standard design.The technical measures that the utility model is taked are that fence upright is divided into two parts up and down, and the steel pipe lower end of upper pillar stand is enclosed within the steel pipe upper end of lower pillar stand, has bolt to cross wherein, will go up the lower pillar stand steel pipe and link together.This bolt crosses lower pillar stand abreast with the runway direction.In the lower pillar stand steel pipe or outside also be with the reinforcement steel pipe.The cross section composite bending modulus of upper pillar stand steel pipe is less than lower pillar stand steel tube section composite bending modulus.And the upper end edge port of lower pillar stand steel pipe seals.
The utility model beneficial effect compared with prior art is that it has significantly reduced the difficulty that guardrail is hit the back renovation technique, has reduced maintenance and maintenance cost, has also reduced the maintenance of equipment of guardrail, reduces the highway operation cost greatly, has good economic benefit.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 to Fig. 5 is the structural representation of the different embodiment of the utility model.
Wherein: the 1-upper pillar stand; The 2-lower pillar stand; The 3-bolt; Cover steel pipe in the 4-; The 5-outer steel pipe; 6-concrete guardrail basis; The 7-sealant; The 8-guardrail board.
The specific embodiment
As shown in Figure 1, the utility model comprises the last lower pillar stand of being made by steel pipe, and the lower end of upper pillar stand 1 is enclosed within the upper end of lower pillar stand 2, and bolt 3 laterally runs through wherein by the center line of last lower pillar stand, to go up lower pillar stand and link together, bolt 3 should be parallel with the runway direction.The steel tube section composite bending modulus that its lower pillar stand 2 is adopted is greater than the cross section composite bending modulus of upper pillar stand 1 steel pipe.In the upper end of lower pillar stand steel pipe, be provided with sealant 7 along port, in case foreign matter enters between the lower pillar stand steel pipe, influence the plug of column.Sealant can be selected sealants such as rubber seal, resin or asphalt mastic for use.
Fig. 2 and shown in Figure 3 be that the utility model is applied to the drilled pile steel guard rail, as shown in the figure, lower pillar stand 2 is the drilled pile steel pipe, cover steel pipe 4 or outer steel pipe 5 in the stiffener are placed on the inside or the outside of drilled pile steel pipe, to strengthen the intensity of fence upright bottom, guarantee that the collision rear lower is indeformable, stiffener also can use steel tubes, as long as can reach the purpose of strengthening the bottom.The same Fig. 1 of all the other structures.
Fig. 4 and shown in Figure 5 be the structural representation that the utility model is applied to concrete basis steel guard rail, as shown in the figure, lower pillar stand 2 is embedded in the concrete guardrail basis 6, all the other structures are ditto schemed.
The utility model is to control the fence upright deformation position by the part of top fence upright is weakened or all weakened, compare the cross section composite bending modulus that reduces upper pillar stand with the structure of syn-collision grade mutually, and according to the failure position difference and reduction scope difference, excursion can be 30%~100% of original member composite bending modulus.Can directly remain unchanged as keeping the upper pillar stand inside/outside by reducing the scantling of upper pillar stand, its wall thickness of attenuate perhaps keeps the upper pillar stand wall thickness constant, reduces its inside/outside and directly reaches the purpose that all weakens.Reach the purpose that only position of hope distortion is weakened by upper pillar stand being carried out ring cutting or part cutting.
The utility model also can adopt the sectional area that increases lower pillar stand to the reinforcement mode of lower pillar stand, as adopting the physical dimension bigger than the fence upright of identical degree of protection, uses concrete foundation etc.Make the composite bending modulus in lower pillar stand cross section increase to original 120% at least.Also can adopt part to strengthen to lower pillar stand, not line up as lower pillar stand upper end and its inside/outside sleeve pipe upper end.

Claims (7)

1, a kind of plug-in guardrail comprises steel pipe post and guardrail board, it is characterized in that its column is divided into two parts up and down, and the steel pipe lower end of upper pillar stand is enclosed within the steel pipe upper end of lower pillar stand, has bolt to cross wherein, will go up the lower pillar stand steel pipe and link together.
2, plug-in guardrail according to claim 1 is characterized in that said bolt and runway direction cross lower pillar stand abreast.
3, plug-in guardrail according to claim 1 is characterized in that also being with the reinforcement steel pipe in lower pillar stand steel duct or outside.
4, plug-in guardrail according to claim 1, the cross section composite bending modulus that it is characterized in that its upper pillar stand steel pipe is less than lower pillar stand steel tube section composite bending modulus.
5, plug-in guardrail according to claim 4 is characterized in that the scantling of the scantling of upper pillar stand steel tube place employing less than lower pillar stand.
6, plug-in guardrail according to claim 4 is characterized in that having on the upper pillar stand steel pipe ring cutting or part cutting.
7, require according to aforesaid right in the described plug-in guardrail of each claim, it is characterized in that the upper end edge port of lower pillar stand steel pipe seal, employing rubber seal or tar seal or resin-sealed dose.
CN 03208715 2003-08-29 2003-08-29 Plug-in type barrier Expired - Fee Related CN2635728Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03208715 CN2635728Y (en) 2003-08-29 2003-08-29 Plug-in type barrier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03208715 CN2635728Y (en) 2003-08-29 2003-08-29 Plug-in type barrier

Publications (1)

Publication Number Publication Date
CN2635728Y true CN2635728Y (en) 2004-08-25

Family

ID=34288747

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03208715 Expired - Fee Related CN2635728Y (en) 2003-08-29 2003-08-29 Plug-in type barrier

Country Status (1)

Country Link
CN (1) CN2635728Y (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103081837A (en) * 2013-01-31 2013-05-08 中国水产科学研究院淡水渔业研究中心 Coilia ectenes offspring pond breeding enemy prevention method
CN103711090A (en) * 2014-01-21 2014-04-09 周心德 Mobile plugging type movable guardrail
CN104099884A (en) * 2014-05-19 2014-10-15 江苏顺达交通设施有限公司 Safe steel fence easy to maintain
CN104520509A (en) * 2012-06-28 2015-04-15 厄斯沃产品有限责任公司 Precast traffic barrier atop retaining wall system
CN106193754A (en) * 2016-07-15 2016-12-07 国网山东省电力公司济南市历城区供电公司 A kind of straight line pole increases bar
CN106368314A (en) * 2016-11-03 2017-02-01 华东建筑设计研究院有限公司 Column impact resisting device based on self-balancing principle
CN106703178A (en) * 2016-12-27 2017-05-24 上海都市绿色工程有限公司 Greenhouse foundation for adjusting elevation of steel upright post and adjusting method
CN109440695A (en) * 2018-11-17 2019-03-08 段文忠 A kind of installation method of high-grade highway median strip movable rail device
CN109440696A (en) * 2018-11-17 2019-03-08 段文忠 A kind of high-grade highway median strip movable rail device
CN111560885A (en) * 2020-06-17 2020-08-21 中交第一公路勘察设计研究院有限公司 Integrated six-stage three-beam metal beam column type guardrail for central separation zone of highway
CN115710948A (en) * 2022-11-17 2023-02-24 中铁一局集团有限公司 Construction method for driving upright post of anti-collision guardrail into pile

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104520509A (en) * 2012-06-28 2015-04-15 厄斯沃产品有限责任公司 Precast traffic barrier atop retaining wall system
US9663907B2 (en) 2012-06-28 2017-05-30 Earth Wall Products, Llc Precast traffic barrier atop retaining wall system
CN103081837A (en) * 2013-01-31 2013-05-08 中国水产科学研究院淡水渔业研究中心 Coilia ectenes offspring pond breeding enemy prevention method
CN103711090B (en) * 2014-01-21 2016-05-04 周心德 A kind of removable plug formula movable guard rail
CN103711090A (en) * 2014-01-21 2014-04-09 周心德 Mobile plugging type movable guardrail
CN104099884A (en) * 2014-05-19 2014-10-15 江苏顺达交通设施有限公司 Safe steel fence easy to maintain
CN106193754A (en) * 2016-07-15 2016-12-07 国网山东省电力公司济南市历城区供电公司 A kind of straight line pole increases bar
CN106368314A (en) * 2016-11-03 2017-02-01 华东建筑设计研究院有限公司 Column impact resisting device based on self-balancing principle
CN106703178A (en) * 2016-12-27 2017-05-24 上海都市绿色工程有限公司 Greenhouse foundation for adjusting elevation of steel upright post and adjusting method
CN109440695A (en) * 2018-11-17 2019-03-08 段文忠 A kind of installation method of high-grade highway median strip movable rail device
CN109440696A (en) * 2018-11-17 2019-03-08 段文忠 A kind of high-grade highway median strip movable rail device
CN109440696B (en) * 2018-11-17 2020-09-11 台州市黄岩英达塑料厂 Movable guardrail device for central separation zone of high-grade highway
CN109440695B (en) * 2018-11-17 2020-11-24 惠安多殿起优信息科技有限公司 Installation method of movable guardrail device of central separation zone of high-grade highway
CN111560885A (en) * 2020-06-17 2020-08-21 中交第一公路勘察设计研究院有限公司 Integrated six-stage three-beam metal beam column type guardrail for central separation zone of highway
CN115710948A (en) * 2022-11-17 2023-02-24 中铁一局集团有限公司 Construction method for driving upright post of anti-collision guardrail into pile
CN115710948B (en) * 2022-11-17 2024-05-03 中铁一局集团有限公司 Anti-collision guardrail upright post driving construction method

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GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee