CN216645866U - Hollow test road - Google Patents

Hollow test road Download PDF

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Publication number
CN216645866U
CN216645866U CN202123433118.8U CN202123433118U CN216645866U CN 216645866 U CN216645866 U CN 216645866U CN 202123433118 U CN202123433118 U CN 202123433118U CN 216645866 U CN216645866 U CN 216645866U
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CN
China
Prior art keywords
road
pothole
hole
test
main part
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Active
Application number
CN202123433118.8U
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Chinese (zh)
Inventor
岳洪伟
贾耀东
刘平
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Beijing Iugon Road Maintenance Co ltd
Terlu Beijing Technology Co ltd
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Beijing Iugon Road Maintenance Co ltd
Terlu Beijing Technology Co ltd
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Priority to CN202123433118.8U priority Critical patent/CN216645866U/en
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Publication of CN216645866U publication Critical patent/CN216645866U/en
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Abstract

The utility model relates to a special road construction technical field discloses a hollow experimental road very much, including the road main part that supplies the car to travel, set up pothole, the embedded band steel wheel ring of installing in the pothole that tests use in the road main part and fill the pitch layer in the pothole bottom, band steel wheel ring and road main part are fixed through the crab-bolt of wearing to establish. This application has when hollow road construction through mechanical paving, when guaranteeing test road compactness and roughness, has effectively improved the advantage of efficiency of construction.

Description

Hollow test road
Technical Field
The application relates to the technical field of special road construction, in particular to a hollow test road.
Background
The road running test plays an important role in the automobile performance test, in order to meet the actual running requirements of the automobile, various road conditions and using conditions which are possibly met in the automobile using process need to be reproduced, and an automobile test field centralizes, concentrates and distortionlessly strengthens various actually existing roads into a typical road, so that stable road surface test conditions are provided for the automobile test. The pothole road running is a relatively conventional test project.
The construction of pothole test road among the correlation technique is that the template of establishing the pothole shape in advance then pours cement concrete or asphalt concrete, nevertheless reserves the pothole earlier at the in-process of constructing, leads to hardly realizing the machinery when laying and paves, and does not guarantee well when paving that the concrete filling is closely knit in the template gap, needs the later stage to carry out the truing to shaping concrete again in order to reach the designing requirement, wastes time and energy, and construction efficiency is not high.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defect that the construction efficiency of the hollow test road is not high in the related art, the application provides the hollow test road.
The application provides a hollow test road adopts following technical scheme:
the utility model provides a depression test road, includes the road main part that supplies the car to travel, sets up the pot hole of test use on the road main part, embedded flat steel band ring and the asphalt layer of filling in the pot hole bottom of installing in the pot hole.
By adopting the technical scheme, when the hollow test road is constructed, the asphalt concrete can be paved mechanically to ensure the compactness and the flatness of the asphalt concrete, so that the construction speed is accelerated; and the position of the hole is measured and determined on the paved road body, and the position accuracy of the pot hole is also ensured.
Optionally, the flat steel belt ring is provided with a positioning hole, the road body is provided with a mounting hole, and an anchor bolt penetrates through the positioning hole and the mounting hole to be fixed.
Through adopting above-mentioned technical scheme, the locating hole of band steel belt ring and the mounting hole in the road main part correspond the setting, and it is together fixed with band steel belt ring and road main part through wearing to establish the crab-bolt, and simple structure connects firmly effectively, has reduceed the construction degree of difficulty.
Optionally, the mounting holes formed in the road main body are filled with bar planting glue, and the anchor bolts are connected in a curing manner.
Through adopting above-mentioned technical scheme, the bar planting is glued and is bonded crab-bolt and road main part together firmly, and construction convenience has when having guaranteed crab-bolt and road main part junction validity for the efficiency of construction.
Optionally, the diameter of the pot hole is 20 cm to 40 cm.
Through adopting above-mentioned technical scheme, the pothole is provided with a plurality of diameters size, provides the experimental condition that more is close true road conditions for the vehicle performance test, and sets up the pothole that the diameter is different on same section pothole test road way, and the car can collect more experimental data after a road.
Optionally, the depth of the pot hole is 7 cm to 13 cm.
Through adopting above-mentioned technical scheme, the pothole is provided with the degree of depth of multiple difference, provides the experimental condition that more is close true road conditions for the vehicle performance test, and sets up the pothole that the degree of depth is different on same section pothole experimental road way, and the car can collect more experimental data after once the road.
Optionally, the filling thickness of the asphalt layer is 6 cm to 9 cm.
Through adopting above-mentioned technical scheme, according to the needs of actual construction, select different pitch layer packing height, can make the pitch layer carry out appropriate protection to the pothole, and play effective reinforcement restriction effect to the band steel ring in the pothole.
In summary, the present application includes at least one of the following beneficial technical effects:
1. by arranging the pot holes and the embedded flat steel belt rings on the pot-hole test road, the automobile can carry out test tests on the pot-hole test road; and when the pothole test road is constructed, the machinery is used for paving the asphalt concrete to ensure the compactness and the flatness of the asphalt concrete, the construction efficiency is effectively improved, then the open hole position is measured and determined on the paved road main body, and the position precision of the pothole is also ensured.
2. Through set up the locating hole on the band steel ring, during the construction, the mounting hole is seted up in the road main part to the position that corresponds the locating hole of band steel ring, wears to establish the crab-bolt and fixes band steel ring and road main part together, and fixed knot constructs simply, connects firmly effectively, has reduceed the construction degree of difficulty.
Drawings
FIG. 1 is a cross-sectional view of a dimpled test road in an embodiment of the present application;
figure 2 is a schematic view of the engagement of the band ring and the anchor bolt in an embodiment of the present application.
Description of reference numerals: 1. a road body; 11. mounting holes; 2. a pit; 3. a flat steel belt ring; 31. positioning holes; 4. an anchor bolt; 5. and (4) an asphalt layer.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a pothole test road, and referring to fig. 1 and 2, the pothole test road comprises a road main body 1, a pothole 2, a flat steel belt ring 3, an anchor bolt 4 and an asphalt layer 5, wherein the road main body 1 is paved by asphalt concrete for automobile test running, the potholes 2 are unevenly distributed on the road main body 1, and when the test is carried out, an automobile is controlled to run through the pothole 2 for testing; the diameter of the pot hole 2 is set to be 20 cm to 40 cm according to the test requirement, and the depth of the pot hole 2 can be set to be 7 cm to 13 cm.
The flat steel belt ring 3 is embedded in the pot hole 2, so that the size requirement of the pot hole 2 required by testing is accurately guaranteed while the corner collapse of the pot hole 2 is prevented. Flat steel belt ring 3 uses the steel sheet bending weld to form, and the locating hole 31 of equipartition is seted up to flat steel belt ring 3's side, and mounting hole 11 is seted up to corresponding position on the road main part 1, inserts crab-bolt 4 and fixes, and crab-bolt 4 is the reinforcing bar material, and part that crab-bolt 4 inserted at road main part 1 mounting hole 11 uses the bar planting to glue and road main part 1 rigid coupling, and the part that crab-bolt 4 and flat steel belt ring 3 meet passes through welded fastening. The bottom of the pit hole 2 is filled with an asphalt layer 5, and the asphalt layer 5 can be set to be 6 cm to 9 cm.
The construction method of the embodiment of the application is as follows:
the first step is as follows: and paving asphalt. And (3) paving asphalt after the cement stabilized macadam is qualified, and paving the asphalt concrete of the road main body 1 mechanically according to the construction method of a normal asphalt road.
The second step is that: the pit 2 is drilled. And after the asphalt concrete layer of the road body 1 is laid, carrying out pit 2 construction, measuring the position of the pit 2 accurately, drilling the position of the pit 2 by using a core drilling machine, constructing the drilling depth according to the test requirement, and taking out the drilled asphalt concrete.
The third step: the band steel ring 3 is installed. Drill out the locating hole 31 of equipartition to 3 sides in band steel ring, with 3 embedded installations of band steel ring to pot hole 2, use the locating hole 31 that rig cooperation band steel ring 3 had drilled out to carry out 11 drilling of mounting hole to road main part 1, with 11 clean up of mounting hole after the drilling is accomplished, pour into the bar planting glue into earlier and then insert corresponding crab-bolt 4, weld crab-bolt 4 and band steel ring 3, unnecessary reinforcing bar crab-bolt 4 cuts.
The fourth step: the asphalt layer 5 is filled. And after the flat steel belt ring 3 is installed, an asphalt layer 5 is filled at the bottom of the pot hole 2, and then the construction of the pot hole test road is completed.
The present embodiment is only for explaining the present application, and it is not limited to the present application, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present application.

Claims (6)

1. A hollow test road, its characterized in that: the vehicle-mounted asphalt pavement testing device comprises a road body (1) for driving a vehicle, a pot hole (2) arranged on the road body (1) for testing, a flat steel belt ring (3) embedded in the pot hole (2) and an asphalt layer (5) filled at the bottom of the pot hole (2).
2. The pothole test road of claim 1, wherein: set up locating hole (31) on band steel ring (3), set up mounting hole (11) on road main part (1), wear to establish crab-bolt (4) in locating hole (31) and mounting hole (11) and fix.
3. The pothole test road of claim 2, wherein: and the mounting hole (11) formed in the road main body (1) is filled with bar planting glue to carry out curing connection on the anchor bolt (4).
4. A pothole test road according to claim 1, wherein: the diameter of the pot hole (2) is 20 cm to 40 cm.
5. The pothole test road of claim 1, wherein: the depth of the pot hole (2) is 7 cm to 13 cm.
6. A pothole test road according to claim 1, wherein: the filling thickness of the asphalt layer (5) is 6 cm to 9 cm.
CN202123433118.8U 2021-12-30 2021-12-30 Hollow test road Active CN216645866U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123433118.8U CN216645866U (en) 2021-12-30 2021-12-30 Hollow test road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123433118.8U CN216645866U (en) 2021-12-30 2021-12-30 Hollow test road

Publications (1)

Publication Number Publication Date
CN216645866U true CN216645866U (en) 2022-05-31

Family

ID=81723656

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123433118.8U Active CN216645866U (en) 2021-12-30 2021-12-30 Hollow test road

Country Status (1)

Country Link
CN (1) CN216645866U (en)

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