CN103061258B - Rigid multiway displacement anticollision guardrail - Google Patents
Rigid multiway displacement anticollision guardrail Download PDFInfo
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- CN103061258B CN103061258B CN201310035578.6A CN201310035578A CN103061258B CN 103061258 B CN103061258 B CN 103061258B CN 201310035578 A CN201310035578 A CN 201310035578A CN 103061258 B CN103061258 B CN 103061258B
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- horizon bar
- displacement
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- anticollision
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Abstract
The invention specifically relates to a rigid multiway displacement anticollision guardrail which comprises upright columns which are arranged at the two sides of a bridge expansion joint, wherein a plurality of telescopic horizontal rods which are arranged along the bridge direction are uniformly arranged between the upright columns at the two sides along the vertical direction at intervals, so as to be suitable for longitudinal displacement between bridge bodies, the two ends of each telescopic horizontal rod are respectively articulated to the upright columns at the two sides by adopting a pin shaft and a hoop sleeve system so as to be suitable for transverse displacement between the bridge bodies, and in addition, every two telescopic horizontal rods are welded through a vertical connecting rod to form a rigid frame-type integrated anticollision structure. The rigid multiway displacement anticollision guardrail has the advantages of strong guardrail anticollision capability, strong deformation capability, convenience in maintenance and change and good landscape efficiency.
Description
Technical field
The present invention relates to technical field of bridge engineering, be specifically related to a kind of rigid multiway displacement anticollision guardrail.
Background technology
Collison fence for bridge is the important node of anticollision barrier design completely in the structure at shrinkage joint place, and guardrail should have enough deformabilities in the direction indicated herein, to meet the requirement of bridge free-extension distortion, needs again to possess certain anti-collision ability.At present, domestic existing bridge expanssion joint place anticollision barrier, general employing hinge type guardrail or nested type guardrail.
As shown in Figure 1, hinge type anticollision barrier have employed flexible hinge and connects, and can adapt to the relative displacement of multiple directions between bridge expanssion joint.Its shortcoming is, the rigidity of hinge, significantly lower than the anti-collision level requirement of guardrail, becomes the most unsafe weak link in full-bridge anticollision barrier system.
As shown in Figure 2, nested type anticollision barrier have employed the nested mode of steel pipe and achieves bridge and indulge bridge to flexible demand, and has the stronger rigidity of structure, can meet the anti-collision level requirement of guardrail.Its shortcoming is, only can meet the malformation requirement fixing a direction, when bridge displacement direction and anticollision barrier column line direction inconsistent time, namely during beam-ends generation transversion malposition, this guardrail cannot commensurate structure deformation requirements.And in grand bridge, beam-ends is when vertical bridge is to distortion, normal with direction across bridge distortion, and the horizontal rotation in surface of beam-ends is a kind of common working condition.
Above-mentioned two kinds of anticollision barrier beam type are difficult to the crashworthiness requirement simultaneously possessing the multidirectional deformation requirement of bridge expanssion joint place and anticollision barrier.
Summary of the invention
The object of the invention is according to above-mentioned the deficiencies in the prior art part, a kind of rigid multiway displacement anticollision guardrail is provided, this anticollision barrier by arranging scalable horizon bar between the column of bridge expanssion joint both sides, these scalable horizon bar two ends are hinged with the column being positioned at its both sides respectively simultaneously, make this anticollision barrier can adapt to length travel between bridge beam body and transversal translation to reach.
The object of the invention realizes being completed by following technical scheme:
A kind of rigid multiway displacement anticollision guardrail, relates to the column being arranged at bridge expanssion joint both sides, between the described column that it is characterized in that both sides along bridge to arranging scalable horizon bar, the two ends of described scalable horizon bar are articulated and connected with described column respectively.
Described scalable horizon bar is provided with some along described upright post vertical to uniform intervals, described scalable horizon bar is formed by horizon bar is nested with an outer horizon bar in one.
One end of described scalable horizon bar by a bearing pin and described column hinged.
One end of described scalable horizon bar by a cuff system and described column hinged, described cuff system comprises the circular boop be arranged on described column, is sheathed on the rotating shaft in described circular boop and supports the rest chassis of described rotating shaft, wherein said circular boop is fixedly connected with described column, and one end of described rotating shaft and described scalable horizon bar is welded and fixed.
Frame type integrative-structure is formed by vertical connecting rod welding between some described outer horizon bars.
Frame type integrative-structure is formed by vertical connecting rod welding between some described interior horizon bars.
Advantage of the present invention is, 1. can realize freely changing of relative distance between fence upright; 2. longitudinal extension distortion occurs in mutually nested interior horizon bar and outer horizon bar, and during distortion, the construction profile of anticollision barrier and crashproof ability are without significant change; 3. by cuff system and the pin roll system at scalable horizon bar two ends, relatively rotating and transversal translation between the column that can realize anticollision barrier; 4., after connecting into frame type integrative-structure by vertical connecting rod between scalable horizon bar, stronger crashproof ability is had; 5. material all adopts conventional crash guardrail to build, and be easy to buying, cost is lower; 6. profile and conventional guard rail unification, neat appearance.
Accompanying drawing explanation
Fig. 1 is hinge type anticollision barrier schematic diagram used in the prior art;
Fig. 2 is nested type anticollision barrier schematic diagram used in the prior art;
Fig. 3 is the elevational schematic view of anticollision barrier in the present invention;
Fig. 4 is the floor map of anticollision barrier in the present invention;
Fig. 5 is A-A and the B-B sectional drawing of Fig. 3 in the present invention;
Fig. 6 is the schematic diagram of pin roll system in the present invention;
Fig. 7 is the schematic diagram of cuff system in the present invention;
Fig. 8 is the schematic diagram on rest chassis in the present invention;
Fig. 9 is the schematic cross-section of interior horizon bar and outer horizon bar in the present invention.
Detailed description of the invention
Feature of the present invention and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that the understanding of technician of the same trade:
Be respectively as marked 1-18 in Fig. 1-9, figure: pin roll system 1, interior horizon bar 2, vertical connecting rod 3, scalable horizon bar 4, outer horizon bar 5, cuff system 6, second column 7, rotating shaft 8, rest chassis 9, shrinkage joint 10, first column 11, bearing pin 12, otic placode 13, otic placode 14, circular boop 15, steel sole plate 16, lubricant grease 17, rubber rainproof case 18.
Embodiment: as Fig. 3, shown in 4 and 9, the present embodiment provides a kind of crashproof ability strong, the anticollision barrier that can adapt to multi-directional deflection of the large and easy construction of distortion degree of freedom, this anticollision barrier is arranged at shrinkage joint 10 place of bridge, the both sides at the first column 11 and the discrete shrinkage joint 10 of the second column 7, be hinged with between the first column 11 and the second column 7 along bridge to scalable horizon bar 4, and vertically uniform intervals is distributed with some, one end and first column 11 of scalable horizon bar 4 are hinged by pin roll system 1, it is hinged that its other end and the second column 7 pass through cuff system 6, change with the transversal translation enabling anticollision barrier adapt between pontic, wherein this scalable horizon bar 4 is specifically formed by interior horizon bar 2 is nested with outer horizon bar 5, interior horizon bar 2 can outside in horizon bar 5 free-extension slide, the length travel change adapting between pontic to enable anticollision barrier, form frame type integrative-structure by the vertical connecting rod 3 of welding between some scalable horizon bars 4 simultaneously, to make anticollision barrier, there is stronger system stiffness.
As shown in Figure 5,6, one end and first column 11 of scalable horizon bar 4 are hinged by pin roll system 1, that is: some horizontal otic placodes 13 are fixedly installed along the first column 11 uniform intervals, one end of interior horizon bar 2 is provided with horizontal otic placode 14 equally, the horizontal otic placode 14 of interior horizon bar 2 end is overlapped on the horizontal otic placode 13 of the first column 11, circular hole alignment on two otic placodes is also fixed by bearing pin twelve punch, to make can freely rotate between interior horizon bar 2 and the first column 11.
As Fig. 5, shown in 7 and 8, the other end and second column 7 of scalable horizon bar 4 are hinged by cuff system 6, that is: some circular boops 15 are fixedly installed along the second column 7 uniform intervals, the section that circular boop 15 is specifically " Ω " type by two forms, and control elasticity by the bolt at two ends, rotating shaft 8 is worn in some circular boops 15, the bottom of rotating shaft 8 is supported by a rest chassis 9, the main body on this rest chassis 9 is a steel sole plate 16, its surface is in ball-type inner concavity, and concave portion is coated with one deck lubricant grease 17 within it, freely can rotate on rest chassis 9 to make rotating shaft 8, simultaneously for preventing the bottom circumference drenched with rain in rotating shaft 8 to be provided with rubber rainproof case 18, the end of horizon bar 5 is provided with horizontal otic placode 14 outside, and horizontal otic placode 14 is welded and fixed with rotating shaft 8, to make can freely rotate between outer horizon bar 5 and the second column 7.
This anticollision barrier can adapt to the multiple directions relative displacement requirement of bridge at expansion joint position two curb girder body, there is good crashworthiness, and anticollision barrier outward appearance and selection and the unification mutually of conventional anticollision barrier, reach that the crashproof ability of guardrail is strong, deformability large, safeguard and change the object convenient, landscape effect is good.
Claims (5)
1. a rigid multiway displacement anticollision guardrail, relate to the column being arranged at bridge expanssion joint both sides, between the described column that it is characterized in that both sides along bridge to arranging scalable horizon bar, the two ends of described scalable horizon bar are articulated and connected with described column respectively, one end of described scalable horizon bar by a cuff system and described column hinged, described cuff system comprises the circular boop be arranged on described column, be sheathed on the rotating shaft in described circular boop and support the rest chassis of described rotating shaft, wherein said circular boop is fixedly connected with described column, one end of described rotating shaft and described scalable horizon bar is welded and fixed.
2. a kind of rigid multiway displacement anticollision guardrail according to claim 1, is characterized in that described scalable horizon bar is provided with some along described upright post vertical to uniform intervals, and described scalable horizon bar is formed by horizon bar is nested with an outer horizon bar in one.
3. a kind of rigid multiway displacement anticollision guardrail according to claim 1, it is characterized in that one end of described scalable horizon bar by a bearing pin and described column hinged.
4. a kind of rigid multiway displacement anticollision guardrail according to claim 2, is characterized in that forming frame type integrative-structure by vertical connecting rod welding between some described outer horizon bars.
5. a kind of rigid multiway displacement anticollision guardrail according to claim 2, is characterized in that forming frame type integrative-structure by vertical connecting rod welding between some described interior horizon bars.
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CN201310035578.6A CN103061258B (en) | 2013-01-30 | 2013-01-30 | Rigid multiway displacement anticollision guardrail |
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CN201310035578.6A CN103061258B (en) | 2013-01-30 | 2013-01-30 | Rigid multiway displacement anticollision guardrail |
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CN103061258A CN103061258A (en) | 2013-04-24 |
CN103061258B true CN103061258B (en) | 2015-02-04 |
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Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106930186B (en) * | 2017-04-21 | 2018-11-27 | 中山市德丰科技服务有限公司 | Bridge with guardrail convenient to replace |
CN107327097A (en) * | 2017-08-22 | 2017-11-07 | 长兴华煜金属制品科技有限公司 | A kind of guardrail |
CN108221663A (en) * | 2018-03-23 | 2018-06-29 | 中铁二院工程集团有限责任公司 | A kind of railway bridge bus loading zone guard rail |
CN109083015A (en) * | 2018-08-31 | 2018-12-25 | 中交二航局第四工程有限公司 | A kind of Demountable combined-type steel form operation platform |
CN110747777A (en) * | 2019-11-08 | 2020-02-04 | 苏州德林宝电梯制造有限公司 | Elevator landing door anti-collision active intercepting device |
CN112411370A (en) * | 2020-11-20 | 2021-02-26 | 上海市政工程设计研究总院(集团)有限公司 | Bridge anti-collision guardrail connecting device and bridge |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
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FR2146634A5 (en) * | 1971-07-21 | 1973-03-02 | Socaso | |
ES295930Y (en) * | 1984-07-04 | 1988-05-16 | Societe Anonyme Dite L'equipement Routier. | PERFECTED CORNICE FOR ARTWORKS. |
CN2844214Y (en) * | 2005-11-26 | 2006-12-06 | 张坤松 | Bump-proofing telescopic rail |
CN201033863Y (en) * | 2006-12-11 | 2008-03-12 | 柳州欧维姆机械股份有限公司 | Crash-proof guard bar with air partition |
CN201390937Y (en) * | 2009-04-16 | 2010-01-27 | 赵军 | Road crash barrier |
CN201605536U (en) * | 2010-01-28 | 2010-10-13 | 山东高速青岛公路有限公司 | Opening anti-collision guard rail |
CN202116982U (en) * | 2011-06-21 | 2012-01-18 | 中交通力建设股份有限公司 | Synergy deformation railing system for flexible girder of bridge |
CN203213009U (en) * | 2013-01-30 | 2013-09-25 | 上海市政工程设计研究总院(集团)有限公司 | Rigid multidirectional displacement anti-collision guardrail |
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