CN215976910U - Pasture passing channel - Google Patents

Pasture passing channel Download PDF

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Publication number
CN215976910U
CN215976910U CN202120619836.5U CN202120619836U CN215976910U CN 215976910 U CN215976910 U CN 215976910U CN 202120619836 U CN202120619836 U CN 202120619836U CN 215976910 U CN215976910 U CN 215976910U
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CN
China
Prior art keywords
grazing
pathway according
section
cross beam
top cross
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Active
Application number
CN202120619836.5U
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Chinese (zh)
Inventor
林辉
谭建华
游庆磊
冯硕
栾松
尹洁
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Norinco International Cooperation Ltd
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Norinco International Cooperation Ltd
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Priority to CN202120619836.5U priority Critical patent/CN215976910U/en
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Abstract

The utility model relates to a pasturing channel which comprises a plurality of one-truss structures, wherein each one-truss structure comprises a top cross beam and an upright post at the lower part, two sides of the top cross beam are provided with roadbed stop blocks, the bottom of the top cross beam is provided with a plurality of joint sections along the direction vertical to a highway line, and the joint sections are fixedly connected with the upright posts. The oversleeping channel structure takes one truss as a unit, can be flexibly arranged by two or more trusses according to the local oversleeping quantity of cattle and sheep, and is flexible to arrange. By adopting the prefabrication and installation method, the damage to the grassland environment is small, and the construction is rapid. The beam body is hoisted in a mode that hoisting holes are formed in the top cross beam, so that sling embedded parts are saved, and the construction cost is reduced.

Description

Pasture passing channel
Technical Field
The utility model belongs to the field of highway ecological safety, and particularly relates to a grazing passage.
Background
With the development of socioeconomic, the demand of transportation is vigorous, and the construction of roads is continuously expanded to pastoral areas such as grassland and abdominal land. At present, roads constructed on grasslands mainly adopt the position where herdsmen have cattle and sheep to cross the road, and are specially provided with cattle and sheep sign notice boards to prompt drivers to slow down and pay attention to avoiding cattle and sheep. Due to the disorder of the cattle and sheep crossing the road, traffic accidents at over-herd positions still frequently occur, and the over-herd safety problem has led to high attention of all relevant departments. The area of a grassland is large, the grazing safety appeal of herdsmen is strong, and the highway construction needs to adopt a more effective mode to ensure the grazing safety of the herdsmen.
SUMMERY OF THE UTILITY MODEL
The grazing passage provided by the utility model has the characteristics of safety, reliability, flexible arrangement, simple structure and the like.
In order to solve the technical problems, the utility model provides a grazing passage, which is characterized in that: including a plurality of pin structures, every pin structure includes top crossbeam and the stand of lower part, the top both sides of top crossbeam are equipped with the road bed dog, and the bottom sets up a plurality of splice segments along perpendicular highway line direction, splice segment and stand fixed connection.
Has the advantages that: the oversleeping channel structure takes one truss as a unit, can be flexibly arranged by two or more trusses according to the local oversleeping quantity of cattle and sheep, and is flexible to arrange. By adopting the prefabrication and installation method, the damage to the grassland environment is small, and the construction is rapid. The beam body is hoisted in a mode that hoisting holes are formed in the top cross beam, so that sling embedded parts are saved, and the construction cost is reduced.
Drawings
FIG. 1 is a schematic view of a vertical arrangement of a roof structure embodying the present invention;
FIG. 2 is a schematic cross-sectional view of a single structure embodying the present invention;
fig. 3 is a schematic view of the layout of the elevation of a grazing passage in which the present invention is implemented;
fig. 4 is a schematic cross-sectional view of a grazing tunnel embodying the present invention.
1-top beam, 2-upright column, 3-joint section, 4-roadbed stop block; 5-roadbed, 6-pavement and 7-asphalt reinforcement.
Detailed Description
In order to make the objects, contents and advantages of the present invention clearer, the following detailed description of the embodiments of the present invention is provided.
The utility model provides a grazing passage which is characterized by comprising a plurality of one-truss structures, wherein each one-truss structure comprises a top cross beam 1 and an upright post 2 at the lower part, both sides of the top cross beam are provided with roadbed stop blocks 4, the bottoms of the top cross beams are uniformly provided with a plurality of joint sections of solid cylinders, and the joint sections are connected with the upright posts; the joint section is of a solid cylindrical concrete structure.
The cross section of the top cross beam and the cross section of the joint section form a T-shaped structure, the top width is 3300-4300mm along the road line direction, the bottom width is 800mm, the height of the T-shaped root part, namely the height of the joint section, is 700mm, the height of the T-shaped end part is 350mm, and the middle height is in linear transition.
Wherein, the perpendicular highway line direction both ends of top beam set up the road bed dog respectively, and the road bed dog is trapezium structure, and height 300mm, the wide 200mm in top, the wide 350mm in end, the inclination is 1: 0.5;
the lower part of the top cross beam is provided with a plurality of joint sections along the direction vertical to a highway line, the center distance is 3.5-5.0 m, and the diameter is 800 mm.
And the PHC tubular pile extension embedded parts are embedded at the end parts of RC joint sections at the lower part of the top cross beam.
The PHC pipe pile is arranged below the joint section, the section of the PHC pipe pile is a circular section, the diameter of the PHC pipe pile is 800mm, the wall thickness of the PHC pipe pile is 110mm, the PHC pipe pile is arranged along the direction vertical to a highway line, the center distance is 3.5-5.0 m, and the PHC pipe pile is aligned with the joint section;
the length of the upright post entering the ground is determined according to geological conditions, and the length of the ground is not less than the height above the ground.
And the RC joint section at the lower part of the top cross beam and the stand column are welded into a whole through a PHC tubular pile extension embedded part.
And after the welding is finished, spraying a similar concrete color antirust paint on the pile splicing part.
The over-grazing channel structure can be arranged in two or more frames along the road line direction according to the local over-grazing demand;
wherein the clearance of each over-herding channel structure along the road line direction is 20 mm;
asphalt reinforcement 7 is filled in gaps of the overswing channel structure of each truss;
the grazing passage is manufactured by the following method:
installing an external template on the pedestal, and transferring the PHC pipe pile extension embedded part and the bound reinforcement cage into a mold;
pouring the top beam concrete on the pedestal at one time; after the top cross beam concrete is poured, carrying out steam curing or natural curing, wherein the demolding time is determined according to the increase condition of the concrete strength of the beam body;
the top beam can bear the dead weight after 28 days, and is integrally lifted or transversely moved to the beam storage platform seat, the top beam is hoisted in a mode that hoisting holes are formed in beam ends, and each end is provided with two hoisting points which are arranged close to the end parts.
And (3) pressing the PHC tubular pile into a field static pressure, lifting the top cross beam after the PHC tubular pile is jacked to a designed elevation, aligning the RC joint section at the lower part of the top cross beam with the field PHC tubular pile, and welding the PHC tubular pile into a whole through the PHC tubular pile extension embedded part.
And after the welding is finished, spraying a similar concrete color antirust paint at the pile splicing part. After completion, the top beam top surface is paved with a highway subgrade 5 and a road surface 6.
The above description is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, several modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.

Claims (10)

1. A cross pasture passageway which characterized in that: including a plurality of pin structures, every pin structure includes top crossbeam and the stand of lower part, the top both sides of top crossbeam are equipped with the road bed dog, and the bottom sets up a plurality of splice segments along perpendicular highway line direction, splice segment and stand fixed connection.
2. A grazing pathway according to claim 1, characterized in that: the cross section of the top cross beam and the section of the joint section form a T-shaped structure, the root of the T-shaped structure is the joint section, the end part of the T-shaped structure has a certain height, and the middle height is in linear transition.
3. A grazing pathway according to claim 1, characterized in that: and two ends of the top cross beam perpendicular to the highway line direction are respectively provided with a roadbed stop dog which is of a trapezoidal structure.
4. A grazing pathway according to claim 3, wherein: the inclination of the trapezoidal structure is 1: 0.5.
5. a grazing pathway according to claim 1, characterized in that: the joint section is of a solid cylindrical concrete structure.
6. A grazing pathway according to claim 1, characterized in that: the center distance between adjacent joint sections is 3.5-5.0 m.
7. A grazing pathway according to claim 1, characterized in that: and pre-burying a PHC pipe pile extension embedded part at the lower end part of the joint section.
8. A grazing pathway according to claim 1, characterized in that: the stand is the PHC tubular pile, and the cross-section is the circle annular cross-section, aligns the setting with the joint section, the stand gets into the subaerial length of ground and is not less than the above-ground height.
9. A grazing pathway according to claim 1, characterized in that: asphalt reinforcement is filled in gaps of each pasture passing channel structure along the road line direction.
10. A grazing pathway according to claim 1, characterized in that: and paving a highway subgrade and a road surface on the top surface of the top beam.
CN202120619836.5U 2021-03-26 2021-03-26 Pasture passing channel Active CN215976910U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120619836.5U CN215976910U (en) 2021-03-26 2021-03-26 Pasture passing channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120619836.5U CN215976910U (en) 2021-03-26 2021-03-26 Pasture passing channel

Publications (1)

Publication Number Publication Date
CN215976910U true CN215976910U (en) 2022-03-08

Family

ID=80567786

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120619836.5U Active CN215976910U (en) 2021-03-26 2021-03-26 Pasture passing channel

Country Status (1)

Country Link
CN (1) CN215976910U (en)

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