CN210002422U - broken rock soil body cutting slope flexible retaining reinforced structure - Google Patents
broken rock soil body cutting slope flexible retaining reinforced structure Download PDFInfo
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- CN210002422U CN210002422U CN201920505845.4U CN201920505845U CN210002422U CN 210002422 U CN210002422 U CN 210002422U CN 201920505845 U CN201920505845 U CN 201920505845U CN 210002422 U CN210002422 U CN 210002422U
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- soil body
- horizontal pole
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- broken rock
- slope
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- 239000002689 soil Substances 0.000 title claims abstract description 73
- 239000011435 rock Substances 0.000 title claims abstract description 17
- 230000006978 adaptation Effects 0.000 claims abstract 2
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 7
- 239000004746 geotextile Substances 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 239000011178 precast concrete Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 238000004162 soil erosion Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 11
- 238000009412 basement excavation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of broken rock soil body cutting side slope flexible retaining reinforced structure, this reinforced structure include soil body side slope, horizontal pole, the top fixedly connected with horizontal pole of soil body side slope, horizontal pole top fixedly connected with vertical pole, the draw-in groove with vertical pole looks adaptation is seted up to the inside of horizontal pole, the fixed orifices has all been seted up to the inside of horizontal pole and vertical pole, the fixed anchor pole of the inside fixedly connected with of fixed orifices, the utility model provides a problem that the installation that prior art exists is inconvenient, the result of use is good inadequately, can not effectually prevent soil erosion and water loss.
Description
Technical Field
The utility model relates to a slope reinforcement technical field, kind of broken rock soil body cutting side slope flexible retaining reinforced structure.
Background
The mountainous area, particularly the southwest mountainous area, has poor terrain and geological conditions, the excavation is carried out under the condition to form cutting engineering, the reinforcing and slope collecting engineering is difficult and complex, particularly when the stratum is a broken rock soil body, the reinforcing and slope collecting engineering is difficult, under the condition, an anchoring pile is required to be arranged to support and reinforce the cutting, but the application of the traditional excavation reinforcing pile is less and less due to the construction safety influence, the construction of the drilling filling pile on a high and steep slope is difficult, the engineering investment is huge, and the anchor cable is difficult to stretch and form a better stress structure due to the fact that the soil body of the excavation slope is loose and large in deformation.
The existing broken rock-soil body cutting slope flexible supporting and retaining reinforced structure is inconvenient to install, not good enough in use effect and incapable of effectively preventing water and soil loss.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a flexible retaining reinforced structure of kind broken rock soil body cutting side slope to solve the installation that prior art exists inconvenient, result of use is good inadequately, can not effectually prevent the problem of soil erosion and water loss.
In order to achieve the above object, the utility model provides a following technical scheme:
A broken rock soil mass cutting slope flexible supporting and retaining reinforcing structure comprises a soil mass slope and a cross rod, wherein the top of the soil mass slope is fixedly connected with the cross rod, the top of the cross rod is fixedly connected with a longitudinal rod, a clamping groove matched with the longitudinal rod is formed in the cross rod, fixing holes are formed in the cross rod and the longitudinal rod, fixing anchor rods are fixedly connected in the fixing holes, the top of the longitudinal rod is fixedly connected with a fixing block, a end of the longitudinal rod, which is far away from a fixing block, is fixedly connected with a second fixing block, through holes are formed in the fixing block and the second fixing block, a prefabricated column is inserted into the through holes, and fixing teeth are arranged at the bottom of the fixing block.
Optionally, the number of the transverse rods and the number of the longitudinal rods are a plurality, the transverse rods and the longitudinal rods are uniformly arranged on the outer surface of the soil body slope, and the transverse rods and the longitudinal rods are perpendicular to each other.
Optionally, layers of geotextile are laid on the outer surface of the soil body slope.
Optionally, a square planting groove is formed between the transverse rod and the longitudinal rod, and flowers and plants are planted inside the planting groove.
Optionally, a drainage channel is formed in the longitudinal rod.
Optionally, the transverse rods and the longitudinal rods are concrete precast slabs, reinforcing steel bars are arranged inside the precast columns, and the fixing anchor rods are precast concrete.
The utility model discloses following technological effect has:
(1) this broken rock soil body cutting slope flexible retaining reinforced structure, the aspect has seted up the water drainage tank through the inside of vertical pole, when rainy day, make part rainwater can flow away along the water drainage tank in the vertical pole, the effectual rainwater of having avoided too much and lead to the fact the lax of soil body side slope, thereby cause the phenomenon of soil erosion and collapse, the effectual steadiness and the security that has strengthened this soil body side slope, the aspect is through the horizontal pole in addition, the vertical pole, fixed stock and prefabricated post all adopt the concrete prefabrication, great saving its cost, make this structure have lower cost, secondly plant flowers through the inside of planting the groove, make the root of flowers and plants pinning soil property that can tightly, the effectual protection effect to the soil body side slope that has strengthened, and the effectual pleasing to the eye effect that has strengthened the side slope.
(2) This broken rock soil body cutting slope flexible retaining reinforced structure, is a plurality of through the quantity that sets up horizontal pole and vertical pole in the aspect of, and horizontal pole and vertical pole mutually perpendicular, make the combination form netted between horizontal pole and the vertical pole, the effectual fixed effect to the soil body side slope that has strengthened, the effectual soil erosion that has prevented, is in addition laid layers of geotechnological cloth through the surface that sets up the soil body side slope in the aspect, make it can have good guard action to the soil in the soil body side slope, can effectually avoid the inside soil property of soil body side slope to take place the loss phenomenon.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the vertical rod of the present invention;
FIG. 3 is a schematic structural view of the drainage channel of the present invention;
fig. 4 is a schematic structural view of the cross bar of the present invention.
The reference numerals indicate that 1-soil slope, 2-cross bar, 201-clamping groove, 3-longitudinal bar, 301-drainage groove, 4-fixing hole, 5-fixing anchor rod, 6- th fixing block, 7-second fixing block, 8-prefabricated column and 9-fixing tooth.
Detailed Description
The technical solution in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of , but not all embodiments.
In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like, shall be understood to mean , such as "connected," which may be fixed, detachable, or physically connected, may be mechanically connected, may be electrically connected, may be directly connected, may be indirectly connected through an intermediate medium, and may communicate between two elements.
Example 1:
broken rock soil body cutting slope flexible supporting and retaining reinforced structure comprises a soil body slope 1 and a cross rod 2, wherein the top of the soil body slope 1 is fixedly connected with the cross rod 2, the top of the cross rod 2 is fixedly connected with a longitudinal rod 3, a clamping groove 201 matched with the longitudinal rod 3 is formed in the cross rod 2, fixing holes 4 are formed in the cross rod 2 and the longitudinal rod 3, and a fixing anchor rod 5 is fixedly connected in the fixing hole 4;
the top fixedly connected with fixed block 6 of vertical pole 3, the end fixedly connected with second fixed block 7 that vertical pole 3 kept away from fixed block 6, the through-hole has all been seted up to the inside of fixed block 6 and second fixed block 7, and the inside of through-hole is pegged graft and is had prefabricated post 8, and the bottom of fixed block 6 is provided with fixed tooth 9.
As the utility model discloses an optional technical scheme:
the quantity of horizontal pole 2 and vertical pole 3 is a plurality of, and a plurality of horizontal pole 2 and vertical pole 3 evenly set up in soil body side slope 1's surface, and horizontal pole 2 and vertical pole 3 mutually perpendicular are a plurality of through the quantity that sets up horizontal pole 2 and vertical pole 3, and horizontal pole 2 and vertical pole 3 mutually perpendicular, make the combination form netted between horizontal pole 2 and the vertical pole 3, the effectual fixed effect to soil body side slope 1 that has strengthened, the effectual soil erosion and water loss that has prevented.
As the utility model discloses an optional technical scheme:
layers of geotextile are laid on the outer surface of the soil body side slope 1, and layers of geotextile are laid on the outer surface of the soil body side slope 1, so that the geotextile can have a good protection effect on soil in the soil body side slope 1, and the phenomenon that soil inside the soil body side slope 1 runs off can be effectively avoided.
As the utility model discloses an optional technical scheme:
form square planting groove between horizontal pole 2 and the vertical pole 3, and the inside planting in planting the groove has flowers and plants, and the inside planting through planting the groove has flowers and plants, makes pinning soil property that the root of flowers and plants can be tight, the effectual protection effect to soil body side slope 1 that has strengthened to the effectual pleasing to the eye effect of soil body side slope 1 that has strengthened.
As the utility model discloses an optional technical scheme:
the drainage channel 301 is arranged in the longitudinal rod 3, so that part of rainwater can flow away along the drainage channel 301 in the longitudinal rod 3 in rainy days, and the phenomenon that the soil body side slope 1 is loosened due to excessive rainwater is effectively avoided, so that the phenomena of soil erosion and water loss are caused.
As the utility model discloses an optional technical scheme:
When the side slope reinforcing device is used, layers of geotextile are laid on the outer surface of the soil body side slope 1, the cross rods 2 and the longitudinal rods 3 are spliced to form a net-shaped structure, the side slope is reinforced, flowers and plants are planted in gaps of the cross rods 2 and the longitudinal rods 3 which are distributed in a net shape, and water and soil loss is effectively prevented.
In conclusion, the flexible supporting and reinforcing structure for the cutting slope of the broken rock soil body, when in use, the side is provided with the drainage grooves 301 through the longitudinal rods 3, when in rainy days, part of rainwater can flow away along the drainage grooves 301 in the longitudinal rods 3, so that the soil body slope 1 is effectively prevented from being loosened due to excessive rainwater, and the phenomena of water loss and collapse are caused, the stability and the safety of the soil body slope 1 are effectively enhanced, in addition, side is prefabricated by adopting concrete through the transverse rods 2, the longitudinal rods 3, the fixing anchor rods 5 and the prefabricated columns 8, the cost is greatly saved, the structure has lower cost, flowers and plants are planted in the planting grooves, the roots of the flowers and plants can be tightly locked, the protection effect on the soil body slope 1 is effectively enhanced, the aesthetic effect of the soil body slope 1 is effectively enhanced, in addition, the quantity of the transverse rods 2 and the longitudinal rods 3 is multiple, the transverse rods 2 and the longitudinal rods 3 are perpendicular to each other, the transverse rods 2 and the longitudinal rods 3 are combined, the soil body slope 1 can be effectively protected, the soil body slope 1 is effectively protected, the soil body is protected, the soil body slope is effectively protected, the soil body is prevented from being installed, the soil body inner surface of the soil body of the fixing slope 3, the soil body of the soil body is effectively protected, the soil body of the side slope is effectively protected, the soil body is protected, the soil body.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
- The utility model provides a kind of broken rock soil body cutting side slope flexible retaining reinforced structure, includes soil body side slope (1), horizontal pole (2), its characterized in that the top fixedly connected with horizontal pole (2) of soil body side slope (1), horizontal pole (2) top fixedly connected with vertical pole (3), draw-in groove (201) with vertical pole (3) looks adaptation is seted up to the inside of horizontal pole (2), fixed orifices (4) have all been seted up to the inside of horizontal pole (2) and vertical pole (3), the inside fixedly connected with fixed anchor (5) of fixed orifices (4), the top fixedly connected with fixed block (6) of vertical pole (3), end fixedly connected with second fixed block (7) that fixed block (6) was kept away from in vertical pole (3), the inside of fixed block (6) and second fixed block (7) has all seted up the through-hole, the inside of through-hole is pegged graft and is had prefabricated post (8), the bottom of (6) is provided with fixed tooth (9).
- 2. The broken rock soil body cutting slope flexible supporting and retaining reinforced structure of claim 1, characterized in that: the quantity of horizontal pole (2) and vertical pole (3) is a plurality of, a plurality of horizontal pole (2) and vertical pole (3) evenly set up in the surface of soil body side slope (1), just horizontal pole (2) and vertical pole (3) mutually perpendicular.
- 3. The broken rock soil mass cutting slope flexible supporting and retaining reinforcing structure according to claim 1, wherein layers of geotextile are laid on the outer surface of the soil mass slope (1).
- 4. The broken rock soil body cutting slope flexible supporting and retaining reinforced structure of claim 1, characterized in that: a square planting groove is formed between the transverse rod (2) and the longitudinal rod (3), and flowers and plants are planted in the planting groove.
- 5. The broken rock soil body cutting slope flexible supporting and retaining reinforced structure of claim 1, characterized in that: and a drainage groove (301) is formed in the vertical rod (3).
- 6. The broken rock soil body cutting slope flexible supporting and retaining reinforced structure of claim 1, characterized in that: the transverse rods (2) and the longitudinal rods (3) are concrete precast slabs, reinforcing steel bars are arranged inside the precast columns (8), and the fixed anchor rods (5) are precast concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920505845.4U CN210002422U (en) | 2019-04-15 | 2019-04-15 | broken rock soil body cutting slope flexible retaining reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920505845.4U CN210002422U (en) | 2019-04-15 | 2019-04-15 | broken rock soil body cutting slope flexible retaining reinforced structure |
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| Publication Number | Publication Date |
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| CN210002422U true CN210002422U (en) | 2020-01-31 |
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| CN201920505845.4U Active CN210002422U (en) | 2019-04-15 | 2019-04-15 | broken rock soil body cutting slope flexible retaining reinforced structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 | Broken rock soil body cutting slope flexible supporting and retaining reinforcing structure and reinforcing method |
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2019
- 2019-04-15 CN CN201920505845.4U patent/CN210002422U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 | Broken rock soil body cutting slope flexible supporting and retaining reinforcing structure and reinforcing method |
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