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CN211079913U - Upright post inserted type bridge combined guardrail structure - Google Patents

Upright post inserted type bridge combined guardrail structure Download PDF

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Publication number
CN211079913U
CN211079913U CN201921882895.0U CN201921882895U CN211079913U CN 211079913 U CN211079913 U CN 211079913U CN 201921882895 U CN201921882895 U CN 201921882895U CN 211079913 U CN211079913 U CN 211079913U
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China
Prior art keywords
reinforced concrete
concrete base
sleeve
cross beams
cross beam
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CN201921882895.0U
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Chinese (zh)
Inventor
江海
贾军红
周晓慧
王标新
亢寒晶
张静林
孙贵清
杨福宇
王大帅
王志海
马晴
刘大昌
余越
刘思源
王曼
闫书明
邓宝
杨周妮
龚帅
高建雨
张文豪
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Beijing Hualuan Traffic Technology Co ltd
Hubei Liantou Ehan Investment Co ltd
CCCC Second Highway Survey and Design Institute Co Ltd
Original Assignee
Beijing Hualuan Traffic Technology Co ltd
Hubei Liantou Ehan Investment Co ltd
CCCC Second Highway Survey and Design Institute Co Ltd
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Application filed by Beijing Hualuan Traffic Technology Co ltd, Hubei Liantou Ehan Investment Co ltd, CCCC Second Highway Survey and Design Institute Co Ltd filed Critical Beijing Hualuan Traffic Technology Co ltd
Priority to CN201921882895.0U priority Critical patent/CN211079913U/en
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Publication of CN211079913U publication Critical patent/CN211079913U/en
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Abstract

A column inserted type bridge combined guardrail structure comprises a cross beam, a blocking prevention block, columns, a reinforced concrete base, embedded parts and an inner sleeve. The reinforced concrete base is longitudinally arranged at the full length, the embedded parts are arranged in the reinforced concrete base at certain intervals, the stand columns are inserted into the embedded parts, the cross beams are arranged in two rows to multiple rows in the height direction of the stand columns, the inner sleeve is arranged between the two cross beams in the length direction and connected through bolts, the collision-facing surfaces of the cross beams do not protrude out of the collision-facing surface of the reinforced concrete base, and the anti-blocking blocks are arranged at the back of the cross beams and connected onto the stand columns through bolts. The utility model discloses following beneficial effect has: the structure has reliable safety performance and meets the requirement of SA protection level; the structure of the utility model has certain permeability and beauty; after the structure is fully optimized, the material quantity can be effectively reduced, and the manufacturing cost is saved; through rational design the utility model discloses structure is easy to assemble.

Description

Upright post inserted type bridge combined guardrail structure
Technical Field
The utility model relates to a bayonet bridge combination guardrail structure of stand in highway safety protection field.
Background
Along with the development of the transportation industry, the increase of the traffic flow and the upsizing of vehicles, the traffic pressure of roads is gradually increased, and the safety protection requirement of the roads on guardrails is correspondingly improved. The highway guardrail is arranged on the last defense line of the accident vehicle on the highway, and the reasonably designed highway guardrail can effectively reduce the accident injury degree and save the lives of passengers. Once a bridge section on a highway is at a high position, major accidents of vehicle damage and human death are easily caused once accidents of vehicles crossing or crossing a bridge guardrail occur. Common bridge railing includes concrete guardrail, beam column type steel guardrail, combination formula guardrail, and wherein combination formula guardrail lower part is the concrete base, and upper portion is the beam column type steel construction, and upper portion beam column type steel construction adopts buried bolt's mode anchor in the concrete base usually, and this kind of guardrail structure has had concrete guardrail and beam column type steel guardrail's characteristics concurrently.
The earliest combined guardrail on the expressway is designed according to technical specifications of expressway traffic safety design and construction (JTJ 074-94) issued in 1994, but the safety performance of the old combined bridge guardrail has defects for the current traffic characteristics, and the statistics of accident data show that: after a vehicle collides with the combined bridge guardrail, the lower part of the guardrail is mostly intact, the cross beams and the upright columns on the upper part of the guardrail are seriously damaged, most of the cross beams and the upright columns are broken by collision, and the length of the cross beams and the upright columns is more than 10m, which indicates that the rigidity of the upper part structure is seriously insufficient; after a vehicle collides with the combined bridge guardrail, the head of the vehicle often cannot effectively steer, and the vehicle is blocked at the position of the upright column due to the fact that the upright column is too close to the collision surface of the guardrail. Therefore, when designing the combined guardrail, the problems of matching of the upper and lower structural rigidity and the distance between the upright post and the guardrail on the collision surface are considered emphatically.
The novel combined guardrail structure is characterized in that a blocking prevention block is arranged between an upright post and a cross beam, and the distance between the upright post and a collision surface of a guardrail is increased so as to reduce the vehicle stumbling condition; the upright posts are fixed by inserting the upright posts into the embedded components and pouring cement mortar, so that the construction convenience is improved; the material quantity is reduced and the manufacturing cost is saved through comprehensive structure optimization.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a bayonet bridge combination guardrail structure of stand to overcome the above-mentioned not enough that prior art exists.
Will realize through following technical scheme the utility model discloses:
a column inserted type bridge combined guardrail structure comprises a cross beam, a blocking prevention block, columns, a reinforced concrete base, embedded parts and an inner sleeve. The reinforced concrete base is longitudinally arranged at the full length, the embedded parts are arranged in the reinforced concrete base at certain intervals, the stand columns are inserted into the embedded parts, the cross beams are arranged in two rows to multiple rows in the height direction of the stand columns, the inner sleeve is arranged between the two cross beams in the length direction and connected through bolts, the collision-facing surfaces of the cross beams do not protrude out of the collision-facing surface of the reinforced concrete base, and the anti-blocking blocks are arranged at the back of the cross beams and connected onto the stand columns through bolts.
Furthermore, the cross beam is made of steel pipes, the cross section of the cross beam is in the shape of one of a rectangle, a square or a semi-ellipse, and vertical through holes are respectively formed in two sides of the cross beam.
Furthermore, the upright column is made of H-shaped steel with a certain length, a reinforcing plate is arranged at the top of the upright column, and a long round hole is formed in a plate connected with the anti-blocking block on the upright column and connected with the anti-blocking block through a bolt.
Furthermore, the inner sleeve is made of a steel pipe with a certain length, the size of the cross section of the inner sleeve is matched with that of the cross section of the cross beam, and the inner sleeve is provided with a vertical through hole.
Furthermore, the embedded parts are made of steel plates, each embedded part comprises an upper steel plate, a sleeve and a lower steel plate, each sleeve is made of a square pipe or a round pipe, an upright post mounting hole is formed in the middle of each upper steel plate, one side of each sleeve is welded with the upper steel plate, the other side of each sleeve is welded with the lower steel plate, and cement mortar is poured into the embedded parts after the upright posts are inserted into the embedded parts.
Furthermore, the reinforced concrete base is made of concrete in a cast-in-place mode, and reinforcing steel bars with certain strength and embedded parts with certain intervals are arranged inside the reinforced concrete base.
After the technical scheme is adopted, the utility model discloses following beneficial effect has:
(1) the structure has reliable safety performance and meets the requirement of SA protection level;
(2) the structure of the utility model has certain permeability and beauty;
(3) after the structure is fully optimized, the material quantity can be effectively reduced, and the manufacturing cost is saved;
(4) through rational design the utility model discloses structure is easy to assemble.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a structural elevation view of embodiment 1 of the present invention;
FIG. 2 is a sectional view of the structure of embodiment 1 of the present invention;
FIG. 3 is a perspective view of the column of embodiment 1 of the present invention;
fig. 4 is a perspective view of an embedded part in embodiment 1 of the present invention.
The figures are labeled as follows:
1. a cross beam; 2. an anti-blocking block; 3. a column; 4. a reinforced concrete base; 5. embedding parts; 6. an inner sleeve; 7. a reinforcing plate; 8. steel plate feeding; 9. a sleeve; 10. a lower steel plate; 11. and (6) mounting holes of the stand columns.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments obtained by a person skilled in the art based on the embodiments of the present invention belong to the protection scope of the present invention.
A column inserted bridge combined guardrail structure comprises a cross beam 1, a stop block 2, columns 3, a reinforced concrete base 4, an embedded part 5 and an inner sleeve.
As shown in fig. 1 to 4, the utility model discloses the embodiment picture, reinforced concrete base 4 lead to long vertical setting, every interval certain distance setting of built-in fitting 5 is in reinforced concrete base 4, and cross sectional shape is in the stand 3 insert built-in fitting 5 of H type, crossbeam 1 sets up three rows on the 3 direction of height of stand, sets up interior sleeve pipe 6 between vertical two crossbeams 1, connects crossbeam 1 through the bolt, crossbeam 1 back sets up prevents hindering piece 2, is connected with stand 3 through the bolt, crossbeam 1 meets and hits the face parallel and level and does not bulge reinforced concrete base 4 and meets and hit the face.
The cross beam 1 comprises an upper cross beam and a lower cross beam, the cross sections of the upper cross beam and the lower cross beam are different in shape and thickness, the first row is the upper cross beam from top to bottom, the cross section of the upper cross beam is rectangular, the top surface of the upper cross beam is flush with the top surface of the stand column 3, and three vertical through holes are respectively formed in two sides of the upper cross beam; the second to the third rows from top to bottom are lower beams, the cross section of each lower beam is square, and three vertical through holes are formed in two sides of each lower beam.
Three upper anti-blocking blocks with equal intervals are welded on the back of the upper cross beam, each upper anti-blocking block is made of a rectangular steel pipe, two long circular holes are transversely formed in the opposite surfaces of the welding surfaces of the upper anti-blocking blocks and the upper cross beam, and the upper anti-blocking blocks are connected with the stand columns 3 through bolts; the back of the lower cross beam is welded with three lower anti-blocking blocks with equal intervals, the lower anti-blocking blocks are made of rectangular steel pipes, and two long round holes are transversely formed in the opposite surfaces of the lower anti-blocking blocks and the welding surface of the lower cross beam and are connected with the stand columns 3 through bolts.
The inner sleeve 6 is made of a steel pipe with a certain length, the inner sleeve 6 comprises an upper inner sleeve and a lower inner sleeve, the upper inner sleeve is connected with the upper cross beam, the lower inner sleeve is connected with the lower cross beam, the cross section of the upper inner sleeve is matched with that of the upper cross beam in size, six vertical through holes are formed in the upper inner sleeve, and the positions of the six vertical through holes are consistent with those of vertical through holes at the joints of the two longitudinal upper cross beams; the cross section of the lower inner sleeve is matched with that of the lower cross beam, six vertical through holes are formed in the lower inner sleeve, and the positions of the six vertical through holes are consistent with those of vertical through holes at the joint of the two longitudinal lower cross beams.
The upright post 3 is made of H-shaped steel with a certain length, the top of the upright post 3 is provided with a reinforcing plate 7, three rows of long round holes are arranged on a plate connected with the anti-blocking block 2 on the upright post 3, and each row of long round holes is provided with two long round holes and connected with the upper cross beam and the lower cross beam through bolts.
The embedded part 5 is made of steel plates, the embedded part 5 comprises an upper steel plate 8, a sleeve 9 and a lower steel plate 10, the sleeve 9 is made of a square steel pipe, one side of the sleeve 9 is welded with the upper steel plate 8, the other side of the sleeve 9 is welded with the lower steel plate 10, an upright mounting hole 11 is formed in the middle of the upper steel plate 8, the upright 3 is inserted into the upright mounting hole 11, and then the upright 3 is fixed through pouring cement mortar.
The reinforced concrete base 4 is made by a cast-in-place concrete mode, reinforcing steel bars are arranged inside the reinforced concrete base, and embedded parts 5 are arranged at certain intervals.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (6)

1. The utility model provides a bayonet bridge combination guardrail structure of stand, includes crossbeam (1), prevents that stop block (2), stand (3), reinforced concrete base (4), built-in fitting (5), interior sleeve pipe (6), its characterized in that: the reinforced concrete base (4) is longitudinally arranged in a through length mode, the embedded parts (5) are arranged in the reinforced concrete base (4) at intervals at certain intervals, the stand columns (3) are inserted into the embedded parts (5), the cross beams (1) are arranged in two rows to multiple rows in the height direction of the stand columns (3), the inner sleeves (6) are arranged between the cross beams (1) in the length direction and connected through bolts, the collision-facing surfaces of the cross beams (1) do not protrude out of the collision-facing surfaces of the reinforced concrete base (4), and the anti-blocking blocks (2) are arranged on the back of the cross beams (1) and connected to the stand columns (3) through bolts.
2. The column insert type bridge combination guardrail structure of claim 1, which is characterized in that: the cross beam (1) is made of steel pipes, the cross section of the cross beam is rectangular or square or semi-elliptical, and vertical through holes are formed in two sides of the cross beam (1) respectively.
3. The column insert type bridge combination guardrail structure of claim 1, which is characterized in that: the upright post (3) is made of H-shaped steel with a certain length, a reinforcing plate (7) is arranged at the top of the upright post (3), and a long round hole is formed in a plate connected with the anti-blocking block (2) on the upright post (3) and connected with the anti-blocking block (2) through a bolt.
4. The column insert type bridge combination guardrail structure of claim 1, which is characterized in that: the inner sleeve (6) is made of a steel pipe with a certain length, the size of the section of the inner sleeve (6) is matched with that of the cross beam (1), and the inner sleeve (6) is provided with a vertical through hole.
5. The column insert type bridge combination guardrail structure of claim 1, which is characterized in that: the embedded part (5) is made of steel plates, the embedded part (5) comprises an upper steel plate (8), a sleeve (9) and a lower steel plate (10), the sleeve (9) is made of a square pipe or a round pipe, an upright mounting hole (11) is formed in the middle of the upper steel plate (8), one side of the sleeve (9) is welded with the upper steel plate (8), the other side of the sleeve is welded with the lower steel plate (10), and cement mortar is poured into the embedded part (5) after the upright (3) is inserted into the embedded part (5).
6. The column insert type bridge combination guardrail structure of claim 1, which is characterized in that: the reinforced concrete base (4) is made of concrete through cast-in-place, and steel bars with certain strength and embedded parts (5) with certain intervals are arranged inside the reinforced concrete base.
CN201921882895.0U 2019-11-04 2019-11-04 Upright post inserted type bridge combined guardrail structure Active CN211079913U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921882895.0U CN211079913U (en) 2019-11-04 2019-11-04 Upright post inserted type bridge combined guardrail structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921882895.0U CN211079913U (en) 2019-11-04 2019-11-04 Upright post inserted type bridge combined guardrail structure

Publications (1)

Publication Number Publication Date
CN211079913U true CN211079913U (en) 2020-07-24

Family

ID=71646947

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921882895.0U Active CN211079913U (en) 2019-11-04 2019-11-04 Upright post inserted type bridge combined guardrail structure

Country Status (1)

Country Link
CN (1) CN211079913U (en)

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