CN203213009U - Rigid multidirectional displacement anti-collision guardrail - Google Patents

Rigid multidirectional displacement anti-collision guardrail Download PDF

Info

Publication number
CN203213009U
CN203213009U CN 201320051486 CN201320051486U CN203213009U CN 203213009 U CN203213009 U CN 203213009U CN 201320051486 CN201320051486 CN 201320051486 CN 201320051486 U CN201320051486 U CN 201320051486U CN 203213009 U CN203213009 U CN 203213009U
Authority
CN
China
Prior art keywords
horizon bar
anticollision barrier
column
scalable
bridge
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Withdrawn - After Issue
Application number
CN 201320051486
Other languages
Chinese (zh)
Inventor
张培君
马骉
顾民杰
黄虹
沈炯伟
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.)
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Original Assignee
Shanghai Municipal Engineering Design Insitute Group 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 Shanghai Municipal Engineering Design Insitute Group Co Ltd filed Critical Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority to CN 201320051486 priority Critical patent/CN203213009U/en
Application granted granted Critical
Publication of CN203213009U publication Critical patent/CN203213009U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The utility model particularly relates to a rigid multidirectional displacement anti-collision guardrail. The rigid multidirectional displacement anti-collision guardrail comprises vertical columns which are arranged on the two sides of a bridge expansion joint, a plurality of telescopic horizontal bars in the direction of bridges are arranged between the vertical columns on the two sides in the vertical direction at equal intervals to adapt to longitudinal displacement among bridge bodies, the two ends of the telescopic horizontal bars are hinged to the vertical columns on the two sides through pin shafts and hoop systems to adapt to transverse displacement among the bridge bodies, and the telescopic horizontal bars are welded through vertical connecting bars to form a rigid frame type integrated anti-collision structure. The rigid multidirectional displacement anti-collision guardrail has the advantages of being high in anti-collision capacity, large in deformability, convenient to maintain and replace, and good in landscape effect.

Description

A kind of rigidity multi-directional deflection anticollision barrier
Technical field
The utility model relates to technical field of bridge engineering, is specifically related to a kind of rigidity multi-directional deflection anticollision barrier.
Background technology
Collison fence for bridge is the important node that anticollision barrier designs completely in the structure at place, shrinkage joint, and guardrail should have enough deformabilities at assigned direction herein, to satisfy the requirement of the free dilatation of bridge, needs to possess certain anti-collision ability again.At present, domestic existing bridge expanssion joint place anticollision barrier generally adopts hinge type guardrail or nested type guardrail.
As shown in Figure 1, the hinge type anticollision barrier has adopted the flexible hinge connection, can adapt to the relative displacement of a plurality of directions between the bridge expanssion joint.Its shortcoming is that the rigidity of hinge significantly is lower than the anti-collision level requirement of guardrail, becomes least safe weak link in full-bridge anticollision barrier system.
As shown in Figure 2, the nested type anticollision barrier has adopted the nested mode of steel pipe to realize the vertical bridge of bridge to flexible demand, and has the stronger rigidity of structure, can satisfy the anti-collision level requirement of guardrail.Its shortcoming is, only can satisfy the malformation requirement of fixing a direction, and when bridge direction of displacement and anticollision barrier column line direction are inconsistent, i.e. during beam-ends generation transversion malposition, this guardrail can't the commensurate structure deformation requirements.And in grand bridge, beam-ends to when distortion, is often followed the direction across bridge distortion at vertical bridge, and to rotate in the beam-ends horizontal plane be a kind of common working condition.
Above-mentioned two kinds of anticollision barrier beam types are difficult to possess simultaneously the crashworthiness requirement of the multidirectional deformation requirement of bridge expanssion joint place and anticollision barrier.
Summary of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art part, a kind of rigidity multi-directional deflection anticollision barrier is provided, this anticollision barrier is 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 that is positioned at its both sides respectively simultaneously, make this anticollision barrier can adapt to length travel and transversal translation between the bridge beam body to reach.
The utility model purpose realizes being finished by following technical scheme:
A kind of rigidity multi-directional deflection anticollision barrier relates to the column that is arranged at the bridge expanssion joint both sides, it is characterized in that between the described column of both sides that along bridge to scalable horizon bar is set, the two ends of described scalable horizon bar are articulated and connected with described column respectively.
Described scalable horizon bar vertically evenly is arranged at intervals with some along described column, described scalable horizon bar by horizon bar in one outer horizon bar is nested constitutes.
One end of described scalable horizon bar is hinged by a bearing pin and described column.
One end of described scalable horizon bar is hinged by a hoop cover system and described column, described hoop cover system comprises the circular boop that is arranged on the described column, is sheathed on the rotating shaft in the described circular boop and the rest chassis of supporting described rotating shaft, wherein said circular boop is fixedlyed connected with described column, and the end welding of described rotating shaft and described scalable horizon bar is fixing.
Constitute the frame type integrative-structure by vertical connecting rod welding between some described outer horizon bars.
Constitute the frame type integrative-structure by vertical connecting rod welding between some described interior horizon bars.
The utility model has the advantages that, 1. can realize freely changing of relative distance between the fence upright; 2. the longitudinal extension distortion occurs in mutually nested interior horizon bar and the outer horizon bar, and the construction profile of anticollision barrier and crashproof ability do not have significant change during distortion; 3. by hoop cover system and the bearing pin system at scalable horizon bar two ends, can realize relatively rotating and transversal translation between the column of anticollision barrier; 4. connect into after the frame type integrative-structure by vertical connecting rod between the scalable horizon bar, stronger crashproof ability is arranged; 5. material all adopts traditional anticollision barrier to make up, and is easy to buying, and cost is lower; 6. profile and conventional guard rail are unified, neat appearance.
Description of drawings
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 utility model;
Fig. 4 is the floor map of anticollision barrier in the utility model;
Fig. 5 .1 is the A-A sectional drawing of Fig. 3 in the utility model;
Fig. 5 .2 is the B-B sectional drawing of Fig. 3 in the utility model;
Fig. 6 is the schematic diagram of bearing pin system in the utility model;
Fig. 7 is the schematic diagram of hoop cover system in the utility model;
Fig. 8 is the schematic diagram on rest chassis in the utility model;
Fig. 9 .1 is the schematic cross-section of interior horizon bar in the utility model;
Fig. 9 .2 is the schematic cross-section of the utility model China and foreign countries horizon bar.
The specific embodiment
Feature of the present utility model and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that technician's of the same trade understanding:
As Fig. 1 to Fig. 9 .2, mark 1-18 is respectively among the figure: bearing pin system 1, interior horizon bar 2, vertical connecting rod 3, scalable horizon bar 4, outer horizon bar 5, hoop cover 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 rain cover 18.
Embodiment: as Fig. 3,4,9.1 and shown in 9.2, present embodiment provides a kind of crashproof ability strong, the anticollision barrier that can adapt to multi-directional deflection of the big and easy construction of distortion degree of freedom, this anticollision barrier is arranged at 10 places, shrinkage joint of bridge, the both sides at first column 11 and second column, 7 discrete shrinkage joint 10, between first column 11 and second column 7, be hinged with along bridge to scalable horizon bar 4, and it is some along vertically evenly being intervally distributed with, one end of scalable horizon bar 4 and first column 11 are hinged by bearing pin system 1, its other end and second column 7 are hinged by hoop cover system 6, so that the transversal translation that anticollision barrier can adapt between the pontic changes; Wherein this scalable horizon bar 4 specifically constitutes by interior horizon bar 2 and outer horizon bar 5 are nested, and interior horizon bar 2 is free telescopic slide in the horizon bar 5 outside, so that the length travel that anticollision barrier can adapt between the pontic changes; Constitute the frame type integrative-structure by the vertical connecting rod 3 of welding between some scalable horizon bars 4 simultaneously, so that anticollision barrier has stronger system stiffness.
Shown in Fig. 5 .1,5.2 and 6, one end of scalable horizon bar 4 and first column 11 are hinged by bearing pin system 1, that is: along first column, 11 even fixed interval some horizontal otic placodes 13 are set, 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 ends is overlapped on the horizontal otic placode 13 of first column 11, circular hole on two otic placodes aligns and fixes by the bearing pin twelve punch, so that can freely rotate between interior horizon bar 2 and first column 11.
As Fig. 5 .1,5.2, shown in 7 and 8, the other end of scalable horizon bar 4 and second column 7 are hinged by hoop cover system 6, that is: along second column, 7 even fixed interval some circular boops 15 are set, circular boop 15 specifically is put together by two members that are " Ω " type, and by the bolt at two ends control elasticity, in some circular boops 15, wear rotating shaft 8, the bottom of rotating shaft 8 is by a rest chassis 9 supportings, the main body on this rest chassis 9 is a steel sole plate 16, its surface is the ball-type inner concavity, and be coated with one deck lubricant grease 17 on the concave portion within it, so that rotating shaft 8 can freely rotate, circumferentially be provided with rubber rain cover 18 simultaneously in the bottom of rotating shaft 8 for preventing from drenching with rain on rest chassis 9; The end of horizon bar 5 is provided with horizontal otic placode 14 outside, and horizontal otic placode 14 is fixing with rotating shaft 8 welding, so that can freely rotate between outer horizon bar 5 and second column 7.
This anticollision barrier can adapt to a plurality of direction relative displacement requirements of bridge two curb girder bodies in the position, shrinkage joint, has good crashworthiness, and anticollision barrier outward appearance and selection and conventional anticollision barrier are unified mutually, reach the purpose that the crashproof ability of guardrail is strong, deformability big, the maintenance replacing is convenient, landscape effect is good.

Claims (6)

1. a rigidity multi-directional deflection anticollision barrier relates to the column that is arranged at the bridge expanssion joint both sides, it is characterized in that between the described column of both sides that along bridge to scalable horizon bar is set, the two ends of described scalable horizon bar are articulated and connected with described column respectively.
2. a kind of rigidity multi-directional deflection anticollision barrier according to claim 1, it is some to it is characterized in that described scalable horizon bar vertically evenly is arranged at intervals with along described column, described scalable horizon bar by horizon bar in one outer horizon bar is nested constitutes.
3. a kind of rigidity multi-directional deflection anticollision barrier according to claim 1 is characterized in that an end of described scalable horizon bar is hinged by a bearing pin and described column.
4. a kind of rigidity multi-directional deflection anticollision barrier according to claim 1, an end that it is characterized in that described scalable horizon bar is hinged by a hoop cover system and described column, described hoop cover system comprises the circular boop that is arranged on the described column, is sheathed on the rotating shaft in the described circular boop and the rest chassis of supporting described rotating shaft, wherein said circular boop is fixedlyed connected with described column, and the end welding of described rotating shaft and described scalable horizon bar is fixing.
5. a kind of rigidity multi-directional deflection anticollision barrier according to claim 2 is characterized in that constituting the frame type integrative-structure by vertical connecting rod welding between some described outer horizon bars.
6. a kind of rigidity multi-directional deflection anticollision barrier according to claim 2 is characterized in that constituting the frame type integrative-structure by vertical connecting rod welding between some described interior horizon bars.
CN 201320051486 2013-01-30 2013-01-30 Rigid multidirectional displacement anti-collision guardrail Withdrawn - After Issue CN203213009U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320051486 CN203213009U (en) 2013-01-30 2013-01-30 Rigid multidirectional displacement anti-collision guardrail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320051486 CN203213009U (en) 2013-01-30 2013-01-30 Rigid multidirectional displacement anti-collision guardrail

Publications (1)

Publication Number Publication Date
CN203213009U true CN203213009U (en) 2013-09-25

Family

ID=49202558

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320051486 Withdrawn - After Issue CN203213009U (en) 2013-01-30 2013-01-30 Rigid multidirectional displacement anti-collision guardrail

Country Status (1)

Country Link
CN (1) CN203213009U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061258A (en) * 2013-01-30 2013-04-24 上海市政工程设计研究总院(集团)有限公司 Rigid multiway displacement anticollision guardrail
GB2595919A (en) * 2020-06-11 2021-12-15 Atg Access Ltd A barrier arrangement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061258A (en) * 2013-01-30 2013-04-24 上海市政工程设计研究总院(集团)有限公司 Rigid multiway displacement anticollision guardrail
GB2595919A (en) * 2020-06-11 2021-12-15 Atg Access Ltd A barrier arrangement
GB2595919B (en) * 2020-06-11 2023-04-12 Atg Access Ltd A barrier arrangement

Similar Documents

Publication Publication Date Title
CN103061258B (en) Rigid multiway displacement anticollision guardrail
US7793594B2 (en) Crane
CN107190641B (en) A kind of modular multi-directional deflection comb plate bridge expansion device of very large displacement
CN103556714B (en) Assembling space structures C type node apparatus
CN205223851U (en) A platform of crawling for work of suspension bridge main push -towing rope testing and maintenance
CN104005335B (en) A kind of six degree of freedom modular expansion device and preparation technology thereof
CN203213009U (en) Rigid multidirectional displacement anti-collision guardrail
CN105805112A (en) Universal joint device for rod piece space structure connection
CN205223847U (en) Bridge expansion joint device
CN103103925A (en) Combined H-shaped steel column bracket
CN203960725U (en) A kind of assembly type suspension bridge
CN205591110U (en) Bridge inspect vehicle telescopic platform's guider
CN103590330A (en) Extra large displacement bridge retractable device of single supporting beams
CN106284062A (en) Bridge telescopic unit component and bridge extension joint
CN110847027A (en) Three-dimensional multidirectional broach telescoping device that shifts
CN103670443A (en) Combined type portal tunnel lining trolley
CN207582690U (en) connecting node
CN205171352U (en) Multidirectional telescoping device and bridge of shifting of modularization
CN205296391U (en) A baffle link up node that is used for rectangle steel core concrete column and H girder steel to connect
CN204960348U (en) Three -dimensional pipe truss of space curve bed -jig that shifts
CN203514189U (en) Bridge extensible device
CN202593668U (en) Mechanical structure of robot walking outside pipe
CN201666021U (en) Automobile shed
CN207017147U (en) A kind of big displacement Telescopic device of pedestrian way
CN205961652U (en) Section bar support body is assembled entirely to G type

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20130925

Effective date of abandoning: 20150204

RGAV Abandon patent right to avoid regrant