CN207846444U - A kind of municipal administration slope reinforcement device - Google Patents
A kind of municipal administration slope reinforcement device Download PDFInfo
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- CN207846444U CN207846444U CN201820088544.1U CN201820088544U CN207846444U CN 207846444 U CN207846444 U CN 207846444U CN 201820088544 U CN201820088544 U CN 201820088544U CN 207846444 U CN207846444 U CN 207846444U
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- protective plate
- side slope
- anchor pole
- slot
- slope
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Abstract
The utility model discloses a kind of municipal slope reinforcement devices, its key points of the technical solution are that including the concrete frame protective plate being set in side slope, the protective plate is equipped with several void regions for being used to plant green plants, the protective plate is equipped with anchor pole towards the surface of side slope, the anchor pole is inserted into the end of side slope in coniform, and the side wall of anchor pole is equipped with the hangnail that several are in J-shaped, the top of the hangnail is tilted from side of the anchor pole far from side slope.It is convenient for protective plate being inserted into side slope in coniform setting in the end that anchor pole is inserted into side slope；Meanwhile the hangnail of J-shaped is conducive to enhance the prestressing force applied on anchor pole, barb is inside side slope so that anchor pole not readily disengages from side slope, to improve the fastness that protective plate is connect with side slope.
Description
Technical field
The utility model is related to build municipal works technical field, more specifically, it relates to a kind of municipal administration slope reinforcement
Device.
Background technology
The landslide of side slope, the factors such as break away, cave in are the major casualty sexual factors of slope failure, build public affairs at home at present
Geotechnical slope is largely reinforced using anchorage technology in the engineering practices such as road, railway, foundation pit, opencut.
Anchor pole used in anchorage technology is usually a linear type dowel, and there are side slope stress after reinforcing side slope for it not
Uniformly, the disadvantage of side slope protection difference.With the variation in season, road foundation is by the effect and frost heave action expanded with heat and contract with cold, meeting
Anchor pole is caused to fail, anchor pole is once fail, and the face layer in side slope, which only becomes slope runoff, certain retardation, in precipitation
Or under external carbuncle interference, slope protection measures easily lose safeguard function, need to be improved.
Utility model content
In view of the above shortcomings of the prior art, the purpose of this utility model is to provide a kind of municipal slope reinforcement device, should
Device can improve the fastness of anchor pole, to improve the consolidation effect of anchor pole side slope.
The above-mentioned technical purpose of the utility model technical scheme is that：A kind of municipal administration slope reinforcement
Device, including the concrete frame protective plate that is set in side slope, the protective plate are equipped with several for planting green plant
The void region of object, the protective plate are equipped with anchor pole towards the surface of side slope, and the anchor pole is inserted into the end of side slope in coniform,
And the side wall of anchor pole is equipped with the hangnail that several are in J-shaped, the top of the hangnail is tilted from side of the anchor pole far from side slope.
By using above-mentioned technical proposal, the end that anchor pole is inserted into side slope is convenient for protective plate being inserted into coniform setting
Onto side slope；Meanwhile the prestressing force for being conducive to apply on enhancing anchor pole of J-shaped, barb is inside side slope so that anchor pole is not
It is easily separated from side slope, to improve the fastness that protective plate is connect with side slope.
Preferably, the angular range that the hangnail and anchor pole are formed is between 35 ° to 40 °.
By using above-mentioned technical proposal, angle is conducive to apply on enhancing anchor pole in the setting between 35 ° to 40 °
Prestressing force so that hangnail is more firmly hooked in inside side slope, have outstanding extraction-resistant behavior.
Preferably, the protective plate is equipped with the percussion portion for tapping protective plate away from the surface of side slope.
By using above-mentioned technical proposal, installation of the construction personnel to protective plate is convenient in the setting in percussion portion, meanwhile, pacifying
It is not easy that protective plate is caused to damage during dress, extends the service life of protective plate.
Preferably, several osculums are uniformly provided on the side wall of the protective plate, the protective plate is equipped with for hiding
Cover the filter mantle of osculum.
By using above-mentioned technical proposal, osculum can reduce water and soil bulk deposition on protective plate, and then increase whole
The stability of a protective plate；Filter mantle is installed on the water inlet of osculum, can be by larger soil block and the blade of plant
It blocks in outside osculum, effectively reduces the case where blocking osculum so that the ponding in side slope can be one layer by osculum
Laminar flow goes out, and improves the effect of water and soil conservation.
Preferably, the filter mantle is detachably connected with protective plate.
By using above-mentioned technical proposal, the filter mantle detachably installed facilitates artificial periodic cleaning, effectively improves filtering
The service life and filter efficiency of cover.
Preferably, the protective plate is equipped with several to mounting blocks, and sliding slot is equipped on several described mounting blocks, several
The sliding block with sliding slot sliding cooperation is equipped on a filter mantle.
By using above-mentioned technical proposal, sliding block coordinates with sliding slot, and be easy for installation and removal cleaning filter mantle；Installation filtering
When cover, the sliding block on filter mantle is slid into the slot bottom of sliding slot along sliding slot；When dismantling filter mantle, by the sliding block edge on filter mantle
Sliding slot skids off.
Preferably, the protective plate is equipped with the limiting section that several limitation filter mantles skid off sliding slot, the limiting section packet
The inserted block for including several slots on protective plate and being plugged in slot, when the bottom end of sliding block is connected to the slot bottom of sliding slot
When, the inserted block is abutted with the one end of the filter mantle far from sliding slot slot bottom.
By using above-mentioned technical proposal, inserted block is used cooperatively with slot and is more convenient, and when needing to dismantle filter mantle, pulls out slotting
Block skids off filter mantle along sliding slot, when needing fixed filter mantle, filter mantle is slid into sliding slot, was later butted on inserted block
The one end of filter bowl far from sliding slot slot bottom.
Preferably, the inserted block is inserted into the end of slot and the slot bottom of slot is equipped with the magnet being mutually attracted.
By using above-mentioned technical proposal, when magnet is plugged in for inserted block in slot, cunning of the limitation inserted block with respect to slot
It is dynamic, it reduces the case where inserted block is easy to fall off loss and occurs.
In conclusion the utility model has the advantages that：The end that anchor pole is inserted into side slope is in coniform setting
Convenient for protective plate is inserted into side slope；Meanwhile the hangnail of J-shaped is conducive to enhance the prestressing force applied on anchor pole, barb exists
Inside side slope so that anchor pole not readily disengages from side slope, to improve the fastness that protective plate is connect with side slope.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model embodiment；
Fig. 2 is the assembly relation schematic diagram of protective plate and side slope in the utility model embodiment；
Fig. 3 is the assembly relation schematic diagram of filter mantle and protective plate in the utility model embodiment.
Reference numeral：1, side slope；2, protective plate；3, percussion portion；4, filter mantle；5, anchor pole；6, hangnail；7, osculum；8、
Pull rod；9, sliding block；10, mounting blocks；11, sliding slot；12, inserted block；13, slot；14, magnet.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of municipal administration slope reinforcement device, referring to Fig.1, including the protective plate 2 that is arranged in side slope 1, protective plate 2 is by coagulation
Soil pours to form concrete frame one by one；Several void regions are offered on protective plate 2, void region is for planting green
Plant is protected convenient for the water and soil in side slope 1.
Referring to Figures 1 and 2, the surface of protective plate 2 towards side slope 1 is installed with several anchor poles 5, and several anchor poles
5 are evenly distributed on the surface of protective plate 2, and are mutually perpendicular to protective plate 2.Meanwhile it is in circular cone that anchor pole 5, which is inserted into the end of side slope 1,
Shape, coniform setting are inserted into side slope 1 convenient for anchor pole 5, to which protective plate 2 to be fixed in side slope 1.In addition, protective plate 2 deviates from
The surface of side slope 1 is installed with percussion portion 3, and the setting in percussion portion 3, by tapping percussion portion 3, will protect convenient for construction personnel
Plate 2 is fixedly mounted in side slope 1, and is not easy to cause to damage to protective plate 2 during installation, extends protective plate 2
Service life.
Several hangnails 6 are welded on the side wall of anchor pole 5, several hangnails 6 are circumferentially distributed on anchor pole 5, hangnail 6
End is tilted from side of the anchor pole 5 far from side slope 1, and the angular range that hangnail 6 and anchor pole 5 are formed is between 35 ° to 40 °, favorably
In the prestressing force applied on enhancing anchor pole 5 so that hangnail 6 is more firmly hooked in inside side slope 1, has outstanding resistance to plucking
Energy.When construction personnel needs protective plate 2 being fixed in side slope 1, percussion portion 3 is beaten, anchor pole 5 and hangnail 6 is made to be inserted into side slope 1
Inside, penetrate the strong inside for being hooked in side slope 1 of the hangnail 6 of side slope 1 so that anchor pole 5 not readily disengages from side slope 1, in turn
Improve the extraction-resistant behavior of protective plate 2.
Referring to Figure 1 and Figure 3, the side wall of protective plate 2 is provided with several osculums 7, and osculum 7 runs through the width of protective plate 2
Direction；Osculum 7 can reduce water and soil bulk deposition on protective plate 2, and then increase the stability of entire protective plate 2.
Sliding is combined with several filter mantles 4 for covering osculum 7 on protective plate 2, and filter mantle 4 is installed on osculum
7 water inlet can block the blade of larger soil block and plant in outside osculum 7, and the effective osculum 7 that reduces blocks up
The case where plug so that the ponding in side slope 1 can from level to level be flowed out by osculum 7, improve the effect of water and soil conservation.
Filter mantle 4 is integrally formed towards the surface of protective plate 2 there are two trapezoidal sliding block 9, and two sliding blocks 9 are located at
Close to 4 both sides edge of filter mantle, 2 corresponding position of protective plate is fixed there are two vertical mounting blocks 10, is opened on mounting blocks 10
There is sliding slot 11 trapezoidal along its length, the upper end of sliding slot 11 is opening, and sliding block 9 coordinates with the sliding of sliding slot 11.Sliding block 9 with
Sliding slot 11 coordinates, and be easy for installation and removal cleaning filter mantle 4；When installing filter mantle 4, by the sliding block 9 on filter mantle 4 along sliding slot 11
Slide into the slot bottom of sliding slot 11；When dismantling lautertuns, the sliding block 9 on filter mantle 4 is skidded off along sliding slot 11.
Limiting section is provided on protective plate 2, limiting section is located at the surface of osculum 7, and limiting section is for reducing filter mantle 4
Occur the case where loosening, sliding up and down along sliding slot 11, the filter effect of filter mantle 4 capable of being effectively improved, limiting section includes
The slot 13 being opened on protective plate 2 and the inserted block 12 being plugged in slot 13, the cell wall on the surface and slot 13 of inserted block 12
It is installed with the magnet 14 being mutually attracted, when the bottom end of sliding block 9 is connected to the slot bottom of sliding slot 11, inserted block 12 and filter mantle
4 one end far from 11 slot bottom of sliding slot abut.
Inserted block 12 is used cooperatively with slot 13 and is more convenient, and when needing to dismantle filter mantle 4, pulls out inserted block 12, is slided along sliding slot 11
Go out filter mantle 4, when needing fixed filter mantle 4, filter mantle 4 is slid into sliding slot 11, inserted block 12 is butted on filter mantle 4 later
One end far from 11 slot bottom of sliding slot, when magnet 14 is plugged in for inserted block 12 in slot 13, limitation inserted block 12 is with respect to slot
13 sliding reduces the case where inserted block 12 is easy to fall off loss and occurs；Side of the filter mantle 4 far from protective plate 2 is installed with
Horizontal pull rod 8, pull rod 8 are located at the upper end of filter mantle 4, and pull rod 8 is so that dismounting filter mantle 4 is more convenient.
Total course of work：It is in one end of circular cone setting by anchor pole 5 when protective plate 2 is fixed in side slope 1 by construction personnel
It is inserted into side slope 1, taps percussion portion 3, anchor pole 5 is inserted into the inside of side slope 1 with hangnail 6 together under percussion, penetrates falling for side slope 1
The strong inside for being hooked in side slope 1 of thorn 6 so that anchor pole 5 not readily disengages from side slope 1, to which side slope 1 is reinforced.
Above-described embodiment is only the explanation to the utility model, is not limitations of the present invention, this field
Technical staff can as needed make the present embodiment the modification of not creative contribution after reading this specification, but only
It all to be protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of municipal administration slope reinforcement device, including the concrete frame protective plate (2) that is set in side slope (1), the protection
Plate (2) is equipped with several void regions for being used to plant green plants, it is characterized in that：The protective plate (2) is towards side slope (1)
Surface be equipped with anchor pole (5), the anchor pole (5) is inserted into the end of side slope (1) in coniform, and anchor pole (5) if side wall be equipped with
The top of the dry hangnail (6) in J-shaped, the hangnail (6) is tilted from side of the anchor pole (5) far from side slope (1).
2. a kind of municipal slope reinforcement device according to claim 1, it is characterized in that：The hangnail (6) and anchor pole (5) shape
At angular range between 35 ° to 40 °.
3. a kind of municipal slope reinforcement device according to claim 1, it is characterized in that：The protective plate (2) deviates from side slope
(1) surface is equipped with the percussion portion (3) for tapping protective plate (2).
4. a kind of municipal slope reinforcement device according to claim 1, it is characterized in that：On the side wall of the protective plate (2)
Several osculums (7) are uniformly provided with, the protective plate (2) is equipped with the filter mantle (4) for covering osculum (7).
5. a kind of municipal slope reinforcement device according to claim 4, it is characterized in that：The filter mantle (4) and protective plate
(2) it is detachably connected.
6. a kind of municipal slope reinforcement device according to claim 5, it is characterized in that：The protective plate (2) is if be equipped with
It is dry to mounting blocks (10), be equipped with sliding slot (11) on several described mounting blocks (10), be all provided on several described filter mantles (4)
There is the sliding block (9) with sliding slot (11) sliding cooperation.
7. a kind of municipal slope reinforcement device according to claim 6, it is characterized in that：The protective plate (2) is if be equipped with
Dry limitation filter mantle (4) skids off the limiting section of sliding slot (11), and the limiting section includes that several being set on protective plate (2) are inserted
Slot (13) and the inserted block (12) being plugged in slot (13), when the bottom end of sliding block (9) is connected to the slot bottom of sliding slot (11), institute
Inserted block (12) is stated to abut with the one end of the filter mantle (4) far from sliding slot (11) slot bottom.
8. a kind of municipal slope reinforcement device according to claim 7, it is characterized in that：The inserted block (12) is inserted into slot
(13) end and the slot bottom of slot (13) are equipped with the magnet (14) being mutually attracted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820088544.1U CN207846444U (en) | 2018-01-17 | 2018-01-17 | A kind of municipal administration slope reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820088544.1U CN207846444U (en) | 2018-01-17 | 2018-01-17 | A kind of municipal administration slope reinforcement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207846444U true CN207846444U (en) | 2018-09-11 |
Family
ID=63415271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820088544.1U Active CN207846444U (en) | 2018-01-17 | 2018-01-17 | A kind of municipal administration slope reinforcement device |
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| Country | Link |
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| CN (1) | CN207846444U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295596A (en) * | 2019-07-06 | 2019-10-01 | 广东宏骏建筑工程有限公司 | A kind of constructing device for prefabricated anchor Rods In Tied Double Retaining Walls |
| CN110424392A (en) * | 2019-07-22 | 2019-11-08 | 东莞市建工集团有限公司 | A kind of steel-pipe pile construction equipment and construction method |
| CN111851187A (en) * | 2020-08-03 | 2020-10-30 | 刘�英 | Highway subgrade repairing and reinforcing device and using method thereof |
| CN112479540A (en) * | 2019-09-12 | 2021-03-12 | 广州新致晟环保科技有限公司 | Sludge drying device and using method thereof |
| CN114411769A (en) * | 2021-12-20 | 2022-04-29 | 叶薇 | Geotechnical engineering slope protection device and protection method thereof |
| CN114457813A (en) * | 2021-03-10 | 2022-05-10 | 美丽华夏生态环境科技有限公司 | Novel method for designing magnetic pile body and reinforcing side slope in geotechnical engineering |
-
2018
- 2018-01-17 CN CN201820088544.1U patent/CN207846444U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295596A (en) * | 2019-07-06 | 2019-10-01 | 广东宏骏建筑工程有限公司 | A kind of constructing device for prefabricated anchor Rods In Tied Double Retaining Walls |
| CN110295596B (en) * | 2019-07-06 | 2023-12-05 | 广东宏骏建筑工程有限公司 | Construction device for prefabricated anchor-pulling type retaining wall |
| CN110424392A (en) * | 2019-07-22 | 2019-11-08 | 东莞市建工集团有限公司 | A kind of steel-pipe pile construction equipment and construction method |
| CN112479540A (en) * | 2019-09-12 | 2021-03-12 | 广州新致晟环保科技有限公司 | Sludge drying device and using method thereof |
| CN111851187A (en) * | 2020-08-03 | 2020-10-30 | 刘�英 | Highway subgrade repairing and reinforcing device and using method thereof |
| CN114457813A (en) * | 2021-03-10 | 2022-05-10 | 美丽华夏生态环境科技有限公司 | Novel method for designing magnetic pile body and reinforcing side slope in geotechnical engineering |
| CN114411769A (en) * | 2021-12-20 | 2022-04-29 | 叶薇 | Geotechnical engineering slope protection device and protection method thereof |
| CN114411769B (en) * | 2021-12-20 | 2023-08-18 | 叶薇 | Geotechnical engineering slope protection device and protection method thereof |
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