CN208136926U - A kind of soft rock tunnel Tunnel slope ruggedized construction - Google Patents
A kind of soft rock tunnel Tunnel slope ruggedized construction Download PDFInfo
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- CN208136926U CN208136926U CN201820363890.6U CN201820363890U CN208136926U CN 208136926 U CN208136926 U CN 208136926U CN 201820363890 U CN201820363890 U CN 201820363890U CN 208136926 U CN208136926 U CN 208136926U
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- side slope
- ruggedized construction
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Abstract
The utility model belongs to infrastructure technical field,Specially a kind of soft rock tunnel Tunnel slope ruggedized construction,Including ground,The upper end on the ground is equipped with side slope and fixed plate,And fixed plate offsets with side slope,Connecting plate is equipped between the fixed plate and side slope,The connecting plate is located at the upper end of side slope and fixed plate,And connecting plate is equipped with the lock-screw being fixed in fixed plate,The side slope side opposite with fixed plate is respectively equipped with mutual corresponding card slot and kelly,Mounting cylinder is fixed on the card slot inner sidewall,The kelly is located in mounting cylinder,Running through on the connecting plate has fixed link,And kelly is equipped with limiting slot corresponding with fixed link,Soft rock tunnel Tunnel slope ruggedized construction installation is easy to operate,It improves work efficiency,And it can be realized effective stress buffering,Improve the stability of ruggedized construction,Effectively protect ruggedized construction,Reduce building cost.
Description
Technical field
The utility model belongs to infrastructure technical field, specially a kind of soft rock tunnel Tunnel slope ruggedized construction.
Background technique
Side slope refers to guarantee subgrade stability, in the slope surface with certain slope that roadbed two sides are made into.
Existing soft rock tunnel Tunnel slope ruggedized construction is cumbersome, increases project amount, reduces working efficiency, and not
It can be carried out effective stress buffering, cause the stability reinforced not high, vulnerable to destruction, increase building cost.
Utility model content
The purpose of this utility model is to provide a kind of soft rock tunnel Tunnel slope ruggedized constructions, to solve above-mentioned background skill
It proposes that existing soft rock tunnel Tunnel slope ruggedized construction is cumbersome in art, increases project amount, reduce working efficiency, and not
It can be carried out effective stress buffering, cause the stability reinforced not high, vulnerable to destruction, the problem of increasing building cost.
To achieve the above object, the utility model provides the following technical solutions：
The upper end of a kind of soft rock tunnel Tunnel slope ruggedized construction, including ground, the ground is equipped with side slope and fixed plate,
And fixed plate offsets with side slope, and connecting plate is equipped between the fixed plate and side slope, the connecting plate is located at side slope and fixed plate
Upper end, and connecting plate is equipped with the lock-screw that is fixed in fixed plate, the side slope side opposite with fixed plate
It is respectively equipped with mutual corresponding card slot and kelly, mounting cylinder is fixed on the card slot inner sidewall, the kelly is located at mounting cylinder
Interior, running through on the connecting plate has fixed link, and kelly is equipped with limiting slot corresponding with fixed link, the lower end of the fixed link
It through side slope and extends in limiting slot, thread bush is equipped with fixed ring in the fixed link, and fixed ring is located at the upper of connecting plate
End, the fixed plate are equipped with groove with respect to the side of side slope, equipped with movable plate in the groove, opposite side wall in the groove
On be equipped with sliding slot, sliding bar is equipped in two sliding slots, and the both ends of movable plate are respectively sleeved on two sliding bars.
Preferably, the lateral wall of the fixed plate is equipped with fixed block, the inside of the fixed block, which is run through, fixing glue,
Second spring is equipped between the fixing glue and fixed block.
Preferably, the upper end of the fixed link is equipped with handle.
Preferably, the side wall opposite in sliding slot is fixedly connected respectively at the both ends of the sliding bar.
Preferably, being equipped with the first spring between the movable plate and groove inner sidewall.
Preferably, the lower end of the connecting plate is equipped with rubber slab, the rubber slab offsets with side slope, fixed plate respectively.
Compared with prior art, the utility model has the beneficial effects that：It is offseted by fixed plate and side slope, kelly is plugged
It in mounting cylinder, is locked by lock-screw, cooperation rotation fixed ring is plugged in fixed link in through slot and realizes fixation, realizes
Installation between side slope and fixed plate is fixed, and when being invaded by heavy rain, mud-rock flow can occur for side slope, make to move in process of landslides
Movable plate and flowstone contact, slide movable plate on two sliding bars, compress the first spring, realize stress buffering, guarantee
The stability of structure.Soft rock tunnel Tunnel slope ruggedized construction installation is easy to operate, improves work efficiency, and can be real
Now effective stress buffering, improves the stability of ruggedized construction, effectively protects ruggedized construction, reduce building cost.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of soft rock tunnel Tunnel slope ruggedized construction structural schematic diagram；
Fig. 2 be the utility model proposes a kind of soft rock tunnel Tunnel slope ruggedized construction A at structural schematic diagram.
In figure：The ground 1-, 2- side slope, 3- mounting cylinder, 4- kelly, 5- fixed link, 6- handle, 7- fixed ring, 8- locking screw
Nail, 9- connecting plate, the first spring of 10-, 11- fixed plate, 12- fixed block, 13- fixing glue, 14- second spring, 15- sliding bar,
16- movable plate.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific
Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
The utility model provides a kind of technical solution referring to FIG. 1-2,：A kind of soft rock tunnel Tunnel slope ruggedized construction,
Including ground 1, the upper end on ground 1 is equipped with side slope 2 and fixed plate 11, and fixed plate 11 offsets with side slope 2, fixed plate 11 and side slope
Connecting plate 9 is equipped between 2, connecting plate 9 is located at the upper end of side slope 2 and fixed plate 11, and connecting plate 9 is equipped with and is fixed in admittedly
Lock-screw 8 on fixed board 11, the side opposite with fixed plate 11 of side slope 2 are respectively equipped with mutual corresponding card slot and kelly 4, card
Mounting cylinder 3 is fixed on slot inner sidewall, kelly 4 is located in mounting cylinder 3, and running through on connecting plate 9 has fixed link 5, and sets on kelly 4
There is limiting slot corresponding with fixed link 5, the lower end of fixed link 5 through side slope 2 and extends in limiting slot, screw thread in fixed link 5
It is arranged with fixed ring 7, and fixed ring 7 is located at the upper end of connecting plate 9, offsets by fixed plate 11 and side slope 2, and kelly 4 is plugged
In mounting cylinder 3, to be locked by lock-screw 8, cooperation rotation fixed ring 7 is plugged in fixed link 5 in through slot and realizes fixation,
The installation realized between side slope 2 and fixed plate 11 is fixed, and fixed plate 11 is equipped with groove with respect to the side of side slope 2, is set in groove
There is a movable plate 16, be equipped with sliding slot on opposite side wall in groove, is equipped with sliding bar 15 in two sliding slots, and movable plate 16
Both ends are respectively sleeved on two sliding bars 15, and when being invaded by heavy rain, mud-rock flow can occur for side slope 2, are made in process of landslides
Movable plate 16 and flowstone contact, slide movable plate 16 on two sliding bars 15, compress the first spring 10, realize stress
Buffering, ensure that the stability of structure；Further, the lateral wall of fixed plate 11 be equipped with fixed block 12, fixed block 12 it is interior
Portion is equipped with second spring 14 through there is fixing glue 13 between fixing glue 13 and fixed block 12, realize the reinforcing of fixed plate 11, fixed
The upper end of bar 5 is equipped with handle 6, facilitates operation, and the side wall opposite in sliding slot is fixedly connected respectively at the both ends of sliding bar 15, moves
Be equipped with the first spring 10 between plate 16 and groove inner sidewall, the lower end of connecting plate 9 is equipped with rubber slab, rubber slab respectively with side slope 2,
Fixed plate 11 offsets, and increases frictional force, improves fixed stability.
Working principle：It is offseted by fixed plate 11 and side slope 2, kelly 4 is plugged in mounting cylinder 3, pass through lock-screw 8
Locking, cooperation rotation fixed ring 7 make fixed link 5 be plugged in realization in through slot and fix, realize between side slope 2 and fixed plate 11
Installation fix, when being invaded by heavy rain, mud-rock flow can occur for side slope 2, contact movable plate 16 with flowstone
Stress slides movable plate 16 on two sliding bars 15, compresses the first spring 10, realizes stress buffering, ensure that structure
Stability.Soft rock tunnel Tunnel slope ruggedized construction installation is easy to operate, improves work efficiency, and can be realized effective
Stress buffering, improves the stability of ruggedized construction, effectively protects ruggedized construction, reduce building cost.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of soft rock tunnel Tunnel slope ruggedized construction, including ground (1), it is characterised in that：The upper end of the ground (1) is set
There are side slope (2) and fixed plate (11), and fixed plate (11) offsets with side slope (2), is set between the fixed plate (11) and side slope (2)
Have connecting plate (9), the connecting plate (9) is located at the upper end of side slope (2) Yu fixed plate (11), and connecting plate (9) is equipped with it
The lock-screw (8) being fixed on fixed plate (11), the side slope (2) and fixed plate (11) opposite side are respectively equipped with mutually
Corresponding card slot and kelly (4) are fixed with mounting cylinder (3) on the card slot inner sidewall, and the kelly (4) is located at mounting cylinder (3)
Interior, running through on the connecting plate (9) has fixed link (5), and kelly (4) is equipped with limiting slot corresponding with fixed link (5), described
The lower end of fixed link (5) is through side slope (2) and extends in limiting slot, and thread bush is equipped with fixed ring on the fixed link (5)
(7), and fixed ring (7) is located at the upper end of connecting plate (9), and the fixed plate (11) is equipped with groove, institute with respect to the side of side slope (2)
It states in groove and is equipped with movable plate (16), be equipped with sliding slot on opposite side wall in the groove, be equipped in two sliding slots
Sliding bar (15), and the both ends of movable plate (16) are respectively sleeved on two sliding bars (15).
2. a kind of soft rock tunnel Tunnel slope ruggedized construction according to claim 1, it is characterised in that：The fixed plate
(11) lateral wall is equipped with fixed block (12), and the inside of the fixed block (12), which is run through, fixing glue (13), the fixing glue
(13) second spring (14) are equipped between fixed block (12).
3. a kind of soft rock tunnel Tunnel slope ruggedized construction according to claim 1, it is characterised in that：The fixed link
(5) upper end is equipped with handle (6).
4. a kind of soft rock tunnel Tunnel slope ruggedized construction according to claim 1, it is characterised in that：The sliding bar
(15) side wall opposite in sliding slot is fixedly connected respectively at both ends.
5. a kind of soft rock tunnel Tunnel slope ruggedized construction according to claim 1, it is characterised in that：The movable plate
(16) the first spring (10) are equipped between groove inner sidewall.
6. a kind of soft rock tunnel Tunnel slope ruggedized construction according to claim 1, it is characterised in that：The connecting plate
(9) lower end is equipped with rubber slab, and the rubber slab offsets with side slope (2), fixed plate (11) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820363890.6U CN208136926U (en) | 2018-03-17 | 2018-03-17 | A kind of soft rock tunnel Tunnel slope ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820363890.6U CN208136926U (en) | 2018-03-17 | 2018-03-17 | A kind of soft rock tunnel Tunnel slope ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208136926U true CN208136926U (en) | 2018-11-23 |
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ID=64288990
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820363890.6U Active CN208136926U (en) | 2018-03-17 | 2018-03-17 | A kind of soft rock tunnel Tunnel slope ruggedized construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594571A (en) * | 2018-12-19 | 2019-04-09 | 内江师范学院 | A kind of staged green edge slope structure |
| CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction and reinforcement means |
| CN113356244A (en) * | 2021-07-07 | 2021-09-07 | 莫崇珍 | Slope protection device for urban pipeline construction and use method thereof |
| CN115030199A (en) * | 2022-07-29 | 2022-09-09 | 应急管理部国家自然灾害防治研究院 | Toughness energy-consumption reinforcing device for inducing tunnel portal side slope collapse by earthquake |
-
2018
- 2018-03-17 CN CN201820363890.6U patent/CN208136926U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594571A (en) * | 2018-12-19 | 2019-04-09 | 内江师范学院 | A kind of staged green edge slope structure |
| CN109594571B (en) * | 2018-12-19 | 2020-11-06 | 内江师范学院 | Cascaded green side slope structure |
| CN109958138A (en) * | 2019-04-15 | 2019-07-02 | 中国水电顾问集团贵阳勘测设计研究院岩土工程有限公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction and reinforcement means |
| CN113356244A (en) * | 2021-07-07 | 2021-09-07 | 莫崇珍 | Slope protection device for urban pipeline construction and use method thereof |
| CN115030199A (en) * | 2022-07-29 | 2022-09-09 | 应急管理部国家自然灾害防治研究院 | Toughness energy-consumption reinforcing device for inducing tunnel portal side slope collapse by earthquake |
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| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190610 Address after: 410000 Office Building No. 2, Area C, Kaifu Wanda Plaza, No. 589 Zhongshan Road, Kaifu District, Changsha City, Hunan Province, 1907 Patentee after: Hunan Jinda Engineering Construction Co., Ltd. Address before: 362000 Success Street, Nan'an City, Quanzhou City, Fujian Province Patentee before: Chen Jianlin |