CN211498549U - A buffer unit for stone calamity is prevented rolling by shed tunnel - Google Patents
A buffer unit for stone calamity is prevented rolling by shed tunnel Download PDFInfo
- Publication number
- CN211498549U CN211498549U CN201922320768.8U CN201922320768U CN211498549U CN 211498549 U CN211498549 U CN 211498549U CN 201922320768 U CN201922320768 U CN 201922320768U CN 211498549 U CN211498549 U CN 211498549U
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- buffer unit
- spring
- shed tunnel
- utility
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Abstract
The utility model discloses a buffer unit for stone calamity is prevented rolling by shed tunnel, including last rubber slab (1) and lower rubber slab (2), be equipped with a set of spring (3) between last rubber slab (1) and lower rubber slab (2), in the space between spring (3) and spring (3), it has polyurethane foam (4) to fill. The utility model discloses a buffer unit effective absorption rubble impact energy, increase buffering power consumption ability. The safety level of protection to the shed tunnel is improved, and the construction safety is ensured. The utility model discloses a buffer unit light in weight, the construction of being convenient for.
Description
Technical Field
The utility model discloses a buffer unit for stone calamity is prevented rolling by shed tunnel belongs to construction safety protection technical field.
Technical Field
In western mountainous regions of China, a lot of geological disasters such as landslide, rock rolling, collapse and the like are easy to occur. The adoption of a shed tunnel structure is one of the most effective active measures for preventing rock rolling disasters.
The top of the existing shed tunnel structure is a concrete slab structure, and in order to prevent the damage of the rolling stones to the shed tunnel, a cushion layer material with a certain thickness is usually covered on a concrete slab at the top of the shed tunnel. So as to reduce the influence of the impact load of the rolling stones on the shed tunnel. However, the conventional cushion layer has limited energy consumption buffering capacity.
SUMMERY OF THE UTILITY MODEL
The utility model provides a buffer unit for shed hole rolling stone calamity to can the effective absorption rolling stone impact energy, increase buffering power consumption effect improves the security level to shed hole protection, ensures construction safety, thereby overcomes prior art's not enough.
The technical scheme of the utility model as follows:
the utility model discloses a buffer unit for stone calamity is prevented rolling by shed tunnel, including last rubber slab and lower rubber slab, be equipped with a set of spring between last rubber slab and the lower rubber slab, in the space between spring and spring, it has polyurethane foam to fill.
In the buffer unit, the upper rubber plate and the lower rubber plate are both square rubber plates.
In the buffering unit, the bottom end of the spring is bonded with the lower rubber plate, and the top of the spring is bonded with the upper rubber plate.
In the buffer unit, the surface of the joint of the spring and the rubber plate is subjected to sand blasting treatment.
Since the technical scheme is used, the utility model discloses a buffer unit effective absorption rolling stone impact energy, increase buffering power consumption ability. The safety level of protection to the shed tunnel is improved, and the construction safety is ensured. The utility model discloses a buffer unit light in weight, the construction of being convenient for.
Drawings
Fig. 1 is a schematic diagram of the structure and application example of the present invention.
Description of reference numerals: 1-upper rubber plate; 2-lower rubber plate, 3-spring, 4-polyurethane foam, 5-shed tunnel, 6-concrete plate, 7-buffer unit and 8-gravel soil layer.
Detailed Description
The following further illustrates the invention with reference to the drawings and examples, but not as a limitation to the invention.
The utility model discloses a buffer unit for stone calamity is prevented rolling by shed tunnel, as shown in fig. 1, including last rubber slab 1 and lower rubber slab 2, be equipped with a set of spring 3 between last rubber slab 1 and lower rubber slab 2, in the space between spring 3 and spring 3, it has polyurethane foam 4 to fill. The upper rubber plate 1 and the lower rubber plate 2 are both square rubber plates. The bottom end of the spring 3 is bonded with the lower rubber plate 2, and the top of the spring 3 is bonded with the upper rubber plate 1. The surface of the joint of the spring 3 and the rubber plate is subjected to sand blasting treatment.
In particular, the application is as shown in fig. 1. After the buffering unit 7 of the utility model is laid on the concrete slab 6 at the top of the shed 5, a gravel soil layer 8 is covered on the buffering unit 7; the impact energy of the rolling stones on the concrete slab 6 at the top of the shed tunnel 7 is absorbed through the buffer unit 7, and the damage of the rolling stones on the shed tunnel 5 is prevented. The buffer unit 7 is a cubic block structure mass-produced by a specialized factory.
The utility model discloses a buffer unit effective absorption rubble impact energy, increase buffering power consumption ability. The safety level of protection to the shed tunnel is improved, and the construction safety is ensured. The utility model discloses a buffer unit light in weight, the construction of being convenient for.
Claims (4)
1. The utility model provides a buffer unit for stone calamity is prevented rolling by shed tunnel, rubber slab (1) and lower rubber slab (2), its characterized in that: a group of springs (3) are arranged between an upper rubber plate (1) and a lower rubber plate (2), and polyurethane foam (4) is filled in gaps between the springs (3) and the springs (3).
2. The buffer unit of claim 1, wherein: the upper rubber plate (1) and the lower rubber plate (2) are both square rubber plates.
3. The buffer unit of claim 2, wherein: the bottom end of the spring (3) is bonded with the lower rubber plate (2), and the top of the spring (3) is bonded with the upper rubber plate (1).
4. The buffer unit of claim 3, wherein: and the surface of the joint of the spring (3) and the rubber plate is subjected to sand blasting treatment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922320768.8U CN211498549U (en) | 2019-12-20 | 2019-12-20 | A buffer unit for stone calamity is prevented rolling by shed tunnel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201922320768.8U CN211498549U (en) | 2019-12-20 | 2019-12-20 | A buffer unit for stone calamity is prevented rolling by shed tunnel |
Publications (1)
Publication Number | Publication Date |
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CN211498549U true CN211498549U (en) | 2020-09-15 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201922320768.8U Expired - Fee Related CN211498549U (en) | 2019-12-20 | 2019-12-20 | A buffer unit for stone calamity is prevented rolling by shed tunnel |
Country Status (1)
Country | Link |
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CN (1) | CN211498549U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112267391A (en) * | 2020-10-27 | 2021-01-26 | 西南交通大学 | Two-stage energy-consumption type shed tunnel supporting structure connected by adopting bucket arch principle and design method thereof |
-
2019
- 2019-12-20 CN CN201922320768.8U patent/CN211498549U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112267391A (en) * | 2020-10-27 | 2021-01-26 | 西南交通大学 | Two-stage energy-consumption type shed tunnel supporting structure connected by adopting bucket arch principle and design method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
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: 20200915 Termination date: 20211220 |