CN210712735U - Protective structure for preventing channel from being eroded - Google Patents
Protective structure for preventing channel from being eroded Download PDFInfo
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- CN210712735U CN210712735U CN201921409484.XU CN201921409484U CN210712735U CN 210712735 U CN210712735 U CN 210712735U CN 201921409484 U CN201921409484 U CN 201921409484U CN 210712735 U CN210712735 U CN 210712735U
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Abstract
The utility model discloses a protective structure for preventing the erosion of a channel, which comprises channel slopes positioned at two sides of the channel and a channel head positioned at the front end of the channel, wherein, the groove head and the groove slope are both provided with steps, tires are laid on each step, the tires are connected by iron wires, anchor rods are arranged in the tires on every 0-2 layers of steps, 0-3 tires are arranged between every two adjacent anchor rods in the same layer, planting 1-2 twigs in the center of the tire, adopting a stacked tire slope protection measure to select waste tires as main materials, the vegetation operation can be carried out while the engineering stability is ensured, three functions of preventing the traceable erosion of the ditch head, restoring and protecting the natural environment and improving the environmental landscape effect are achieved, the principle of taking ecological and economic benefits into consideration is met, the secondary utilization of resources is realized, and the sustainable development is guaranteed. Moreover, the method is prepared from local materials, is suitable according to local conditions, and is simple and easy to implement.
Description
Technical Field
The utility model relates to a channel protective structure, especially a prevent protective structure that channel is eroded.
Background
At present, ditch slopes on two sides of a ditch and ditch head protection engineering at the front end of the ditch in China are mainly divided into two types of soil texture and stone texture according to materials. The soil ditch head protection project has poor stability and is very easy to be damaged by flood. Although the stability of the stone ditch protection project is improved, the cost is higher, and plant measures are lacked, so that the ecological environment is not recovered.
SUMMERY OF THE UTILITY MODEL
The technical task of the utility model is to provide a protective structure that prevents the channel from being eroded to the not enough of above prior art.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a prevent protective structure of channel erosion, is including the ditch slope that is located the channel both sides and the ditch head that is located the channel front end, wherein all be equipped with the ladder on ditch head and the ditch slope, all laid the tire on each layer of ladder, link together through the iron wire between two adjacent tires about in the same layer of ladder, in the two-layer tire of upper and lower adjacent, the front end of last layer tire is pressed between two tires of one deck down to connect through the iron wire, be equipped with the stock in the tire on 0 ~ 2 layers of ladder of every, 0 ~ 3 tires of interval between two adjacent stocks in the same layer the center planting of tire has 1 ~ 2 chases.
The concrete arrangement of the anchor rod is shown in table 1:
TABLE 1
Further improvement: the section height of the tire is H, the diameter of the tire rim is R, and the width of the step is D, wherein H < D < H + R.
The specific construction method comprises the following specific steps;
the method comprises the following steps: slope cutting and leveling, namely manually repairing slopes of the groove slopes on two sides of the groove and a groove head at the front end of the groove according to the standard requirement, cleaning sundries which are not beneficial to tire laying, and ensuring the leveling of the slope surface;
step two: punching and spraying paint on the tire, wherein 2-4 horizontal connecting holes are respectively formed in two sides of the tire so as to facilitate the connection of two adjacent tires on the same layer, 2-4 vertical connecting holes are formed in the front end of the tire so as to facilitate the connection between the two adjacent tires, and meanwhile, color paint is sprayed on the outer wall of the tire;
step three: paving the tires in a mode of gradually paving from bottom to top;
the first step is as follows: digging the slope surfaces of the ditch slope and the ditch head into a step shape from the bottommost part of the ditch slope and the ditch head;
the second step is that: starting from the first step at the bottommost part (the first step and the bottom of the groove are in the same level), paving a tire on each step, enabling one side where the vertical connecting hole is located to face the groove, and after the tire on each layer is paved, connecting the left tire and the right tire which are adjacent together by adopting an iron wire through the horizontal connecting hole; connecting the upper and lower layers of tires together through the vertical connecting hole of the upper layer and the horizontal connecting hole of the lower layer;
step four: inserting anchors for fixing, inserting anchors in the tires on the ladder of 0-2 layers, and simultaneously spacing 0-3 tires between two adjacent anchors in the same layer,
step five: after the tires on all the steps are laid, filling soil into each tire, and planting 1-2 chaste trees in the tires.
Further improvement: in the first step and the second step of the third step, each step is dug, and a layer of tires can be laid.
Further improvement: and in the fifth step, filling broken stones in the tire at the bottommost layer, and planting the chaste trees in the rest tires.
The utility model has the advantages that: the waste tires are selected as main materials by adopting a stacked tire slope protection measure, the vegetation operation can be carried out while the engineering stability is ensured, three functions of preventing the traceable erosion of the ditch head, repairing and protecting the natural environment and improving the environmental landscape effect are achieved, the principle of taking ecological and economic benefits into consideration is met, the secondary utilization of resources is realized, and the sustainable development is guaranteed. Moreover, the method is prepared from local materials, is suitable according to local conditions, and is simple and easy to implement.
Drawings
Fig. 1 is a side view of the present invention.
Fig. 2 is a dimension view of the tire of the present invention.
Fig. 3 is a plan view of the present invention.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
As shown in the figure, a prevent protective structure of channel erosion, including the ditch slope that is located the channel both sides, and the ditch head that is located the channel front end, wherein all be equipped with ladder 1 on ditch head and the ditch slope, all laid tire 2 on each layer of ladder 1, link together through iron wire 5 between two adjacent tires 2 about in the same layer of ladder, in two-layer tire 2 adjacent from top to bottom, the front end of last layer tire 2 is pressed between two tires 2 of one deck down to connect through the iron wire, be equipped with stock 4 in tire 2 on 0 ~ 2 layers of ladder 1 of every, 0 ~ 3 tires 2 of interval between two adjacent stock 4 in the same layer tire 2's center planting has 1 ~ 2 vitex strip 6.
The concrete arrangement of the anchor rod is shown in table 1:
TABLE 1
Further improvement: the section height of the tire 2 is H, the diameter of the rim of the tire 2 is R, and the width of the step 1 is D, wherein H < D < H + R.
The smaller the width of the step 1 is, the steeper the gradient of the whole trench slope is, so the size of the width of the step 1 can be considered according to the local rainfall and the local soil quality, the larger the rainfall is, the wider the width of the step 1 is, and the more densely the anchor rods 4 are distributed.
A construction method of a channel protection structure comprises the following specific steps;
the method comprises the following steps: slope cutting and leveling, namely manually repairing slopes of the groove slopes on two sides of the groove and a groove head at the front end of the groove according to the standard requirement, cleaning sundries which are not beneficial to tire laying, and ensuring the leveling of the slope surface;
step two: punching and painting the tire 2, wherein 2-4 horizontal connecting holes 31 are respectively formed in two sides of the tire 2 so as to facilitate the connection of two adjacent tires 2 on the same layer, 2-4 vertical connecting holes 32 are formed in the front end of the tire 2 so as to facilitate the connection between the two adjacent tires 2, and meanwhile, colored paint is sprayed on the outer wall of the tire 2; the sequence of the first step and the second step can be mutually exchanged.
Step three: paving the tire 2 in a mode of gradually paving from bottom to top;
the first step is as follows: digging the slope surfaces of the ditch slope and the ditch head into the shape of a step 1 from the bottommost part of the ditch slope and the ditch head;
the second step is that: starting from a first step 1 at the bottommost part (the first step and the groove bottom are at the same level), laying a tire 2 on each step 1, enabling one side where a vertical connecting hole 32 is located to face a channel, and after the tire 2 of each layer is laid, connecting two adjacent left and right tires 2 together through a horizontal connecting hole 31 by using an iron wire 5; the upper layer and the lower layer of tires 2 are connected together through the vertical connecting hole 32 of the upper layer and the horizontal connecting hole 31 of the lower layer;
step four: inserting and anchoring, inserting anchor rods 4 into the tires 2 on the ladder 1 at intervals of 0-2 layers, and simultaneously, spacing 0-3 tires 2 between two adjacent anchor rods 4 in the same layer,
step five: after the tires 2 on all the steps 1 are laid, soil is filled in each tire 2, and 1-2 chaste trees 6 are planted in the tires 2.
Further improvement: in the first step and the second step of the third step, each step 1 is dug, and a layer of tires 2 can be laid.
Further improvement: because the tire 2 at the bottommost layer is subjected to large water flow impact force in the channel, in the step 5, the tire 2 at the bottommost layer is filled with the broken stones, and meanwhile, the situation that the chaste 6 at the bottommost layer is submerged when the water level in the channel rises is avoided, the broken stones are filled in the tire 2 at the bottommost layer, and the chaste 6 is planted in the rest tires.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (3)
1. The utility model provides a prevent protective structure of channel erosion, is including the ditch slope that is located the channel both sides to with be located the ditch head of channel front end, its characterized in that: all be equipped with the ladder on ditch head and the ditch slope, all laid the tire on each layer of ladder, link together through the iron wire between two adjacent tires about in the same layer ladder, in two-layer tire adjacent from top to bottom, the front end of last layer tire is pressed between two tires of one deck down to connect through the iron wire, be equipped with the stock in the tire on every 0 ~ 2 layers of ladder, 0 ~ 3 tires of interval between two adjacent stocks in the same layer the center planting of tire has 1 ~ 2 chases.
2. A protective structure against trench erosion as defined in claim 1, wherein: the concrete arrangement of the anchor rod is shown in table 1:
TABLE 1
3. A protective structure against trench erosion as claimed in claim 1 or 2, wherein: the section height of the tire is H, the diameter of the tire rim is R, and the width of the step is D, wherein H < D < H + R.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921409484.XU CN210712735U (en) | 2019-08-28 | 2019-08-28 | Protective structure for preventing channel from being eroded |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921409484.XU CN210712735U (en) | 2019-08-28 | 2019-08-28 | Protective structure for preventing channel from being eroded |
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| Publication Number | Publication Date |
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| CN210712735U true CN210712735U (en) | 2020-06-09 |
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| CN201921409484.XU Active CN210712735U (en) | 2019-08-28 | 2019-08-28 | Protective structure for preventing channel from being eroded |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485370A (en) * | 2019-08-28 | 2019-11-22 | 沈阳农业大学 | A kind of safeguard structure for preventing channel to be etched and its construction method |
| CN112021028A (en) * | 2020-08-21 | 2020-12-04 | 沈阳农业大学 | Pit ecological remediation afforestation equipment |
-
2019
- 2019-08-28 CN CN201921409484.XU patent/CN210712735U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485370A (en) * | 2019-08-28 | 2019-11-22 | 沈阳农业大学 | A kind of safeguard structure for preventing channel to be etched and its construction method |
| CN112021028A (en) * | 2020-08-21 | 2020-12-04 | 沈阳农业大学 | Pit ecological remediation afforestation equipment |
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