CN206245215U - Bridge guardrail - Google Patents

Bridge guardrail Download PDF

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Publication number
CN206245215U
CN206245215U CN201621324233.8U CN201621324233U CN206245215U CN 206245215 U CN206245215 U CN 206245215U CN 201621324233 U CN201621324233 U CN 201621324233U CN 206245215 U CN206245215 U CN 206245215U
Authority
CN
China
Prior art keywords
guard
column
bridge
welded
shoulder
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
CN201621324233.8U
Other languages
Chinese (zh)
Inventor
胡兵
刘福香
胡飞
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.)
Third Engineering Co Ltd Of Cccc Third Highway Engineering Co Ltd
Original Assignee
Third Engineering Co Ltd Of Cccc Third Highway Engineering 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 Third Engineering Co Ltd Of Cccc Third Highway Engineering Co Ltd filed Critical Third Engineering Co Ltd Of Cccc Third Highway Engineering Co Ltd
Priority to CN201621324233.8U priority Critical patent/CN206245215U/en
Application granted granted Critical
Publication of CN206245215U publication Critical patent/CN206245215U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of bridge guardrail, is provided with inner side guard assembly and outer guard component along its length on the bank top surface of bridge side, and the structure of the two guard assemblies is identical, and is arranged side by side;Inner side guard assembly is made up of column and shoulder guard, and its central post is made up of I-steel, in the mounting hole on the bank top surface of column lower end insertion bridge side;Column is set along the length direction of bridge side bank, and one piece of shoulder guard is welded between adjacent two root posts, and the termination of the shoulder guard is welded and fixed with the interlude of column, and two plate faces of shoulder guard are welded and fixed with two sides section of column respectively;Connection reinforcing bar is densely covered between inner side guard assembly and the corresponding shoulder guard of outer guard component, the two ends for connecting reinforcing bar are welded and fixed with corresponding shoulder guard respectively.The utility model simple structure, it is easy to construction, overall construction intensity is high, can effectively prevent from being broken by vehicle, so as to avoid vehicle from falling bridge floor after breaking guardrail.

Description

Bridge guardrail
Technical field
The utility model belongs to bridge field, is related to a kind of bridge guardrail.
Background technology
Traditional Bridge guardrail is widely used in bridge side, but the guardrail of prior art is typically limited to only protection to pedestrian.Mesh Preceding Bridge guardrail is fence type, because reasons in structure causes mechanical strength inadequate, it is impossible to meet the protection to vehicle well It is required that, easily there is potential safety hazard, inertia is big when being run due to vehicle, and simple stiff safety fence major part is single support Bar, protection effect is poor, and vehicle easily falls down after breaking support bar from bridge floor, causes the very big casualties.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of bridge guardrail with fine protection effect.
The technical solution of the utility model is as follows:A kind of bridge guardrail, it is characterised in that:In bridge side bank (1) top surface On be provided with inner side guard assembly and outer guard component along its length, the structure of the two guard assemblies is identical, and simultaneously Row is set;The inner side guard assembly is made up of column (2) and shoulder guard (3), and its central post (2) is made up of I-steel, should It is in mounting hole on column lower end insertion bridge side bank (1) top surface and into a single integrated structure by concreting, and column (2) Upper end is 1-1.5m away from the distance between bridge side bank (1) top surface;The column (2) sets along the length direction on bridge side bank (1) Put, the spacing between adjacent two root posts, should to be welded with one piece of shoulder guard (3) between 1-2m, and adjacent two root posts (2) The termination of shoulder guard is welded and fixed with the interlude of column (2), and shoulder guard (3) two plate faces respectively with column (2) Two sides section be welded and fixed;
Spacing between the inner side guard assembly and outer guard component is 10-30mm, and inner side guard assembly and outer Connection reinforcing bar (4), the connection reinforcing bar and shoulder guard (3) plate face are densely covered between the corresponding shoulder guard of side guard assembly (3) Vertically, and connection reinforcing bar (4) two ends be welded and fixed with corresponding shoulder guard (3) respectively.
In said structure, using structure identical inner side guard assembly and outer guard component, this, simplifies knot Structure, is easy to construction.Also, shoulder guard (3) structural strength is good, the termination of shoulder guard is solid with the interlude welding of column (2) Determine, and two plate faces of shoulder guard (3) are welded and fixed with two sides section of column (2) respectively, this ensures that overall knot Structure intensity, prevents vehicle from falling bridge floor after breaking.Column (2) uses I-steel, and column (2) upper end is away from bridge side bank (1) top surface The distance between be 1-1.5m, so can guarantee that underlying strength again, and inner side guard assembly and outer guard component pass through close The connection reinforcing bar (4) of cloth is connected, and thus can realize double protection by inner side guard assembly and outer guard component.
Using above technical scheme, the utility model simple structure, it is easy to construction, overall construction intensity is high, can effectively prevent Only broken by vehicle, so as to avoid vehicle from falling bridge floor after breaking guardrail, so as to overcome the defect of prior art well.
In order to ensure the bonding strength between inner side guard assembly and outer guard component, connection reinforcing bar (4) set Put density for 30-50 roots/square metre, and connection reinforcing bar (4) a diameter of 40-60mm.
In order to ensure structural strength, the thickness of the shoulder guard (3) is 10-20mm.
Beneficial effect:The utility model simple structure, it is easy to construction, overall construction intensity is high, can effectively prevent by vehicle Break, so as to avoid vehicle from falling bridge floor after breaking guardrail, so as to overcome the defect of prior art well.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the top view of Fig. 1.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples:
As shown in Figure 1, 2, a kind of bridge guardrail, is provided with inner side protection group along its length on the top surface of bridge side bank 1 Part and outer guard component, the structure of the two guard assemblies is identical, and is arranged side by side.Inner side guard assembly and outside are anti- Spacing between protecting assembly is 10-30mm, and is preferably 15 or 20mm.
Inner side guard assembly is made up of column 2 and shoulder guard 3, and its central post 2 is made up of I-steel, the shoulder guard 3 Thickness be 10-20mm.It is in mounting hole on the top surface of the lower end of column 2 insertion bridge side bank 1 and integral by concreting Structure, and the upper end of column 2 is 1-1.5m away from the distance between top surface of bridge side bank 1, and be preferably 1.2m.
Column 2 is set along the length direction of bridge side bank 1, and spacing between adjacent two root posts is 1-2m, and adjacent two One piece of shoulder guard 3 is welded between root post 2, termination and the interlude of column 2 of the shoulder guard are welded and fixed, and protection Two plate faces of steel plate 3 are welded and fixed with two sides section of column 2 respectively.Inner side guard assembly and outer guard component are corresponding Connection reinforcing bar 4 is densely covered between shoulder guard 3, the connection reinforcing bar 4 is vertical with the plate face of shoulder guard 3, and connects the two ends of reinforcing bar 4 It is welded and fixed with corresponding shoulder guard 3 respectively.Also, connect reinforcing bar 4 density of setting for 30-50 roots/square metre.
Preferred embodiment of the present utility model is the foregoing is only, is not limitation with the utility model, it is all at this Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model Protection domain within.

Claims (3)

1. a kind of bridge guardrail, it is characterised in that:It is provided with inner side guard assembly along its length on bridge side bank (1) top surface With outer guard component, the structure of the two guard assemblies is identical, and is arranged side by side;The inner side guard assembly is by column (2) constituted with shoulder guard (3), its central post (2) is made up of I-steel, on column lower end insertion bridge side bank (1) top surface Mounting hole in, it is and into a single integrated structure by concreting, and column (2) upper end between bridge side bank (1) top surface away from From being 1-1.5m;The column (2) is set along the length direction on bridge side bank (1), and the spacing between adjacent two root posts is 1- The centre of one piece of shoulder guard (3), the termination of the shoulder guard and column (2) is welded between 2m, and adjacent two root posts (2) Section is welded and fixed, and two plate faces of shoulder guard (3) are welded and fixed with two sides section of column (2) respectively;
Spacing between the inner side guard assembly and outer guard component is 10-30mm, and inner side guard assembly and outside are anti- Connection reinforcing bar (4) is densely covered between the corresponding shoulder guard of protecting assembly (3), the connection reinforcing bar is vertical with shoulder guard (3) plate face, And the two ends of connection reinforcing bar (4) are welded and fixed with corresponding shoulder guard (3) respectively.
2. bridge guardrail according to claim 1, it is characterised in that:The density of setting of connection reinforcing bar (4) is 30- 50 pieces/square metre, and connect a diameter of 40-60mm of reinforcing bar (4).
3. bridge guardrail according to claim 1, it is characterised in that:The thickness of the shoulder guard (3) is 10- 20mm。
CN201621324233.8U 2016-12-01 2016-12-01 Bridge guardrail Expired - Fee Related CN206245215U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621324233.8U CN206245215U (en) 2016-12-01 2016-12-01 Bridge guardrail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621324233.8U CN206245215U (en) 2016-12-01 2016-12-01 Bridge guardrail

Publications (1)

Publication Number Publication Date
CN206245215U true CN206245215U (en) 2017-06-13

Family

ID=59003618

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621324233.8U Expired - Fee Related CN206245215U (en) 2016-12-01 2016-12-01 Bridge guardrail

Country Status (1)

Country Link
CN (1) CN206245215U (en)

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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: 20170613

Termination date: 20181201