EP2607556A1 - Appareil de protection de la sécurité d'une structure en acier élastique-plastique - Google Patents

Appareil de protection de la sécurité d'une structure en acier élastique-plastique Download PDF

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Publication number
EP2607556A1
EP2607556A1 EP10856014.5A EP10856014A EP2607556A1 EP 2607556 A1 EP2607556 A1 EP 2607556A1 EP 10856014 A EP10856014 A EP 10856014A EP 2607556 A1 EP2607556 A1 EP 2607556A1
Authority
EP
European Patent Office
Prior art keywords
protection apparatus
safety protection
elastic
steel structure
plastic steel
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.)
Withdrawn
Application number
EP10856014.5A
Other languages
German (de)
English (en)
Other versions
EP2607556A4 (fr
Inventor
Ming Huo
Shilin Liu
Shengjin Ge
Zeyou Peng
Wei Wang
Changping Pan
Zhihua Xiong
Ruixin Sun
Jin MENG
Shan Gao
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.)
CCCC First Highway Consultants Co Ltd
Original Assignee
CCCC First Highway Consultants Co Ltd
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 CCCC First Highway Consultants Co Ltd filed Critical CCCC First Highway Consultants Co Ltd
Publication of EP2607556A1 publication Critical patent/EP2607556A1/fr
Publication of EP2607556A4 publication Critical patent/EP2607556A4/fr
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety 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
    • E01F15/14—Safety 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 specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/141—Safety 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 specially adapted for local protection, e.g. for bridge piers, for traffic islands for column or post protection

Definitions

  • the invention relates to the technical field of structure protection in the operation of bridges and buildings, and more specifically relates to a safety protection apparatus, in particular a safety protection apparatus of elastic-plastic steel structure.
  • An object of the present invention is to provide a safety protection apparatus of elastic-plastic steel structure with high-efficient energy releasing ability in order to solve the problems existing in the prior arts, e.g., the energy of collision cannot be released effectively when rigid impacts occur between cars or ships and important surrounding building structures or bridge piers so that it is unable to alleviate the harm from the impacts towards vehicles or humans.
  • the present invention provides a safety protection apparatus of elastic-plastic steel structure, including an outer protecting layer and buffering assemblies arranged in a layered manner along the vertical direction and fixed within the outer protecting layer, wherein each buffering assembly includes stiffening beams distributed in a layered manner along the horizontal direction and buffer members uniformly bridging between adjacent stiffening beams, each of said buffer members comprises a pair of arc-shaped damping spokes fastened to each other, one end of one of the damping spokes is crossed with one end of the other damping spoke; said buffer members of adjacent buffering assemblies are arranged in a stagger manner with each other along the vertical direction, and shock absorbing rubber elements are provided between vertically adjacent stiffening beams, wherein vertically adjacent shock absorbing rubber elements are arranged in a stagger manner with each other.
  • the crossed ends of said pair of damping spokes are connected with outer horizontal stiffening beam, while the other ends are connected with adjacent inner horizontal stiffening beam.
  • Said buffer members are provided on both the upper side and the lower side of said stiffening beams, and the buffer members on the upper side are arranged in a stagger manner along the vertical direction relative to those on the lower side.
  • a dustproof cover board is provided on the top of said outer protecting layer.
  • Suspended draglines are provided on the outer horizontal stiffening beam of the top buffering assembly.
  • Said damping spoke is made from elastic-plastic mild steel, and has a longitudinal cross section of C shape, semi-ellipse shape, nonlinear arc shape or the like.
  • Said stiffening beam is connected with the damping spoke via pins or rivets.
  • Said outer protecting layer is made by high-ductile steel plate with vulcanized rubber thereon, and the transverse cross section of the outer protecting layer is of a closed shape or a linear shape.
  • the present invention possesses the following advantages and technical effects.
  • Figures 1, 2 , and 3 show a safety protection apparatus of elastic-plastic steel structure, which includes an outer protecting layer 4 and buffering assemblies arranged in a layered manner along the vertical direction and fixed within the outer protecting layer 4.
  • Each buffering assembly includes stiffening beams 3 distributed in a layered manner along the horizontal direction, and buffer members 2 uniformly arranged and bridging between adjacent stiffening beams 3.
  • the buffer members 2 are provided on both the upper side and the lower side of the stiffening beam 3, and the buffer member 2 on the upper side of the stiffening beam 3 is arranged in a stagger manner along the vertical direction relative that on the lower side of the stiffening beams 3.
  • Each of the buffer members 2 is in the form of a pair of arc-shaped damping spokes 1 fastened to each other, and one end of one damping spoke 1 is crossed with one end of the other.
  • the damping spoke 1 is made from elastic-plastic mild steel, and has a longitudinal cross section with C shape, semi-ellipse shape, nonlinear arc shape or the like. When there is a collision, the duration of collision can be prolonged, the energy from the collision can be released and the impact force can be reduced via the plastic deformation of the damping spokes.
  • Shock absorbing rubber elements 5 are provided between two vertically adjacent stiffening beams 3 of adjacent buffering assemblies.
  • the shock absorbing rubber elements 5 are arranged between adjacent stiffening beams 3 and connected thereto, and snugly surround the bridge pier 8 or connect thereto via rivets. Vertically adjacent shock absorbing rubber elements 5 are arranged in a stagger manner with each other.
  • Said outer protecting layer 4 is made by a high ductile steel plate with vulcanized rubber thereon.
  • the horizontal cross section of the outer protecting layer 4 can be of a closed shape, such as an oval, a racetrack, a circle, a rectangle or other planar shapes, although it can also be a linear shape, such as a line, an arc.
  • the shape of the horizontal cross section of the outer protecting layer 4 is similar with the profile of a bridge pier.
  • Suspended draglines 6 are provided on the outer horizontal stiffening beam 3 of the top buffering assembly.
  • the protection apparatus can be suspended and connected to the upper part of the bridge pier 8 by the suspended draglines 6, so that slide and rotation of the safety protection apparatus are allowable.
  • the innermost stiffening beams 3 are used to embrace around the bridge pier 8 tightly via bolts.
  • the elastic-plastic steel damping spokes 1 connect the inner stiffening beam 3 with the corresponding outer stiffening beam 3 into a whole body via connecting pins.
  • the outermost stiffening beam 3 on the top layer is suspended and connected to the bridge pier 8 via the suspended draglines 6.
  • the dustproof cover board 7 is finally arranged on top of the protecting outer layer 4.
  • each buffering assembly includes two stiffening beams 3 of annular shape, one horizontally nested within the other.
  • Buffer members 2 are arranged uniformly on the upper side and the lower side of two stiffening beams 3 along the vertical direction. Adjacent buffer members 2 are arranged in a stagger manner, with the crossed end and the other end of each buffer member 2 being connected with the outer and inner horizontal stiffening beam 3 respectively.
  • the inner horizontal stiffening beam 3 embraces the bridge pier 8 tightly.
  • Shock absorbing rubber elements 5 are connected with two vertically adjacent inner stiffening beams 3, and surround the bridge pier 8 tightly via rivets.
  • the outer horizontal stiffening beam 3 of each buffering assembly is fixed to the inner wall of the outer protecting layer 4.
  • Suspended draglines 6 are provided on the outer horizontal stiffening beam 3 of the top buffering assembly.
  • the suspended draglines 6 are connected to the upper part of the bridge pier 8, and thus maintain the bottom buffering assembly separated from the ground.
  • the dustproof cover board 7 is arranged on the top of the outer protecting layer 4.
  • the horizontal cross section of the outer protecting layer 4 is of a racetrack shape, which is different from that shown in Figure 2 . Accordingly, the corresponding stiffening beam 3 is also of a corresponding racetrack shape.
  • the horizontal cross section of the outer protecting layer 4 is of a rectangular shape, which is different from that shown in Figure 2 .
  • the corresponding stiffening beam 3 is also of a corresponding rectangular shape, with four corner areas being rounded smoothly.
  • the buffering assemblies are uniformly arranged between adjacent stiffening beams 3 and connected thereto.
  • each buffering assembly includes three stiffening beams 3, one horizontally nested within another in turn.
  • the innermost horizontal stiffening beam 3 embraces the bridge pier 8 tightly. Similar with the connection between the buffer member 2 and the stiffening beam 3 in Example 1, in Example 2 the innermost stiffening beam 3 is connected with the intermediate stiffening beam 3 through buffer members 2, while the intermediate stiffening beam 3 is in turn connected with the outermost stiffening beam 3 through buffer members 2.
  • the crossed ends of the buffer members 2 are located towards the outside in each case.
  • Shock absorbing rubber elements 5 are arranged between vertically adjacent inner stiffening beams 3, in which adjacent shock absorbing rubber elements 5 are arranged in a stagger manner along the vertical direction.
  • the shock absorbing rubber elements 5 are connected with the innermost stiffening beams 3 at the upper and lower sides, and surround the bridge pier 8 tightly via rivets.
  • Suspended draglines 6 are provided on the outermost horizontal stiffening beam 3 of the top buffering assembly.
  • the suspended draglines 6 are connected to the upper part of the bridge pier 8.
  • the dustproof cover board 7 is arranged on the top of the outer protecting layer 4, which can be, but not limited to, of circular shape.
  • the protection apparatus in Example 3 is designed mainly for interchange triangular zone.
  • the interchange triangular zone a diverging site for vehicles and more possibly hit by vehicles, includes a front protecting column 9 and a rear protecting mound 10.
  • the front protecting column 9 is cylindrical, and the safety protection apparatus arranged thereon surrounds the front end of the protecting column 9 (against the direction in which cars drive) half around.
  • the outer protecting layer 4 of the safety protection apparatus has a semi-circular cross section.
  • Each buffering assembly inside the outer protecting layer 4 includes three stiffening beams 3, which are arranged from inside to outside horizontally and are shaped as semi-circular accordingly. Three stiffening beams 3 are connected with each other in sequence via buffer members 2.
  • Shock absorbing rubber elements 5 are arranged between vertically adjacent stiffening beams 3 and connected thereto, and surround the protecting column 9.
  • the bottom of the outer protecting layer 4 can be directly buried or fixed to the road surface, or fixed to the substrate on the road surface at its lower end through fasteners. In this case, no suspended draglines 6 are necessary.
  • the rear protecting mound 10 includes a wall body having a rectangular cross section and a semi-cylinder connected thereto. Therefore, the outer protecting layer 4 of the safety protection apparatus has a U-shaped cross section.
  • the stiffening beams 3 therein are also shaped as semi-circular correspondingly.
  • the semi-cylinder is provided with four stiffening beams 3, each adjacent two of them being connected with each other through buffer members 2.
  • two stiffening beams 3 are provided on both sides, which may be hit, of the wall body of the protecting mound 10, and are connected thereto through buffer members 2.
  • two inner stiffening beams 3 are connected together to form one single body.
  • shock absorbing rubber elements 5 are arranged between vertically adjacent inner stiffening beams 3 respectively.
  • the speed of the car will be reduced rapidly due to a considerably long time period of collision.
  • the rear protection apparatus can also consume the energy from the collision through deformation, and thus the final impact force is lowered enough such that the interchange triangular zone can resist. Therefore, the peak load during collision can be effectively eliminated, and the damage of vehicles and structures hit in collision can be effectively avoided or mitigated, while the collision towards structures is buffered.
  • the outermost stiffening beam 3 of the top buffering assembly of the safety protection apparatus in Example 4 is suspended from and connected to the bridge pier 8 through suspended draglines 6.
  • the suspended draglines 6 can hang up the whole safety protection apparatus through the firm connection between the outermost stiffening beam 3 and the outer protecting layer 4.
  • different landscape decorations 11 can be provided on the top thereof to improve the appearance of the columns. For example, a landscape decoration showing carps jumping over the dragon gate can be adopted, and the suspended draglines 6 can be connected thereto.
  • the dustproof cover board 7 provided on the top side of the outer protecting layer 4 can be designed as an individual modular unit, which can be connected with the outer protecting layer 4 via aluminium rivets.
  • the aluminium rivets will be sheared off when a collision occurs, and the dustproof cover board 7 will be collapsed without affecting the deformation of the protection apparatus.
  • the edges of the dustproof cover board 7 are smoothly curled so that no acute angle is present at the collision area. Therefore, the impact range is expanded, and the safety of cars and ships are effectively ensured.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP10856014.5A 2010-08-16 2010-10-08 Appareil de protection de la sécurité d'une structure en acier élastique-plastique Withdrawn EP2607556A4 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201010253896.6A CN101949138B (zh) 2010-08-16 2010-08-16 弹塑性钢结构安全防护装置
PCT/CN2010/001566 WO2012022016A1 (fr) 2010-08-16 2010-10-08 Appareil de protection de la sécurité d'une structure en acier élastique-plastique

Publications (2)

Publication Number Publication Date
EP2607556A1 true EP2607556A1 (fr) 2013-06-26
EP2607556A4 EP2607556A4 (fr) 2014-06-25

Family

ID=43452755

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10856014.5A Withdrawn EP2607556A4 (fr) 2010-08-16 2010-10-08 Appareil de protection de la sécurité d'une structure en acier élastique-plastique

Country Status (4)

Country Link
US (1) US20130270754A1 (fr)
EP (1) EP2607556A4 (fr)
CN (1) CN101949138B (fr)
WO (1) WO2012022016A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064248A (zh) * 2015-08-04 2015-11-18 张敬生 一种防撞护栏
CN107313375A (zh) * 2017-07-31 2017-11-03 佛山科学技术学院 一种分离式桥墩防撞系统
CN109555007A (zh) * 2018-11-22 2019-04-02 马红莉 一种桥梁支座智能预警避碰装置

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CN104612089B (zh) * 2014-12-10 2017-08-25 国家电网公司 一种水泥电杆防撞装置
CN104988872B (zh) * 2015-07-21 2017-06-30 国网新疆电力公司巴州供电公司 电杆防撞装置
CN107059600A (zh) * 2017-04-13 2017-08-18 廖祖伟 一种缓冲吸能防撞复合结构材料及其制备工艺
CN107503310B (zh) * 2017-08-29 2018-09-14 铁建中原工程有限公司 一种基于多重防护装置的桥梁防撞系统
CN107513967B (zh) * 2017-09-25 2024-01-26 中铁建港航局集团勘察设计院有限公司 柔性防撞装置
CN108277761A (zh) * 2018-03-13 2018-07-13 华侨大学 一种设置低屈服点钢的装配式矩形截面桥墩防撞装置
CN110374032B (zh) * 2019-08-12 2024-04-09 湖南大学 一种易恢复型防车撞装置及防车撞桥梁
CN110700153A (zh) * 2019-11-19 2020-01-17 沈阳促晋科技有限公司 路用桥墩安全防护设施
CN111719468A (zh) * 2020-07-24 2020-09-29 临海伟星新型建材有限公司 一种组装式高分子材料防护栏
CN112227187A (zh) * 2020-09-30 2021-01-15 北京工业大学 一种分层梯度负泊松比蜂窝填充桥墩防撞装置
CN112482866A (zh) * 2020-12-02 2021-03-12 国网新疆电力有限公司物资公司 电力电杆防撞击装置
CN114032818B (zh) * 2021-12-07 2023-05-26 河南隆裕路桥工程有限公司 一种公路桥梁安全缓冲防撞装置
CN114808670B (zh) * 2022-05-25 2023-07-04 江苏科技大学 一种相对高度位置可自适应调整的桥墩防撞装置

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064248A (zh) * 2015-08-04 2015-11-18 张敬生 一种防撞护栏
CN107313375A (zh) * 2017-07-31 2017-11-03 佛山科学技术学院 一种分离式桥墩防撞系统
CN109555007A (zh) * 2018-11-22 2019-04-02 马红莉 一种桥梁支座智能预警避碰装置

Also Published As

Publication number Publication date
CN101949138B (zh) 2014-06-11
CN101949138A (zh) 2011-01-19
US20130270754A1 (en) 2013-10-17
WO2012022016A1 (fr) 2012-02-23
EP2607556A4 (fr) 2014-06-25

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