CN213741140U - Have slope packway of drainage and view afforestation irrigation concurrently - Google Patents
Have slope packway of drainage and view afforestation irrigation concurrently Download PDFInfo
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- CN213741140U CN213741140U CN202022545661.6U CN202022545661U CN213741140U CN 213741140 U CN213741140 U CN 213741140U CN 202022545661 U CN202022545661 U CN 202022545661U CN 213741140 U CN213741140 U CN 213741140U
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- 238000003973 irrigation Methods 0.000 title claims abstract description 41
- 230000002262 irrigation Effects 0.000 title claims abstract description 41
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 94
- 230000000903 blocking effect Effects 0.000 claims abstract description 14
- 239000004746 geotextile Substances 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 26
- 241001464837 Viridiplantae Species 0.000 abstract description 21
- 239000004576 sand Substances 0.000 abstract description 3
- 239000004575 stone Substances 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 7
- 229920003023 plastic Polymers 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000012466 permeate Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model discloses a side slope horse way with drainage and landscape greening irrigation, which comprises a side slope and a multi-stage horse way horizontally arranged on the side slope, wherein a drainage ditch is arranged at the inner side of the horse way close to the side slope, a planting groove is arranged beside the drainage ditch, green plants are planted in the planting groove, a cover plate is arranged at the top of the drainage ditch, and water permeable holes are uniformly arranged on the cover plate; the utility model can avoid sand stone, branches and leaves brought into the drainage ditch by rainwater, which leads to the failure problem of the drainage ditch due to blockage by arranging the permeable cover plate on the upper part of the drainage ditch, and in addition, when the water level of the water-blocking bank in the drainage ditch is higher than that of the water-blocking bank, the redundant water is discharged through the drainage ditch; when the water level in the drainage ditch is lower than the water blocking threshold, water can be stored in the drainage ditch and is used for irrigating green plants so as to meet the requirement of normal growth of the green plants in the season with less rainfall; and the device has the advantages of simple structure, convenient construction, short construction period and low construction cost.
Description
Technical Field
The utility model belongs to the technical field of the side slope support technique and specifically relates to a have side slope packway of drainage and view afforestation irrigation concurrently.
Background
In recent years, with the higher and higher requirements of the country on environmental protection in engineering construction, the construction concept of the green water mountain gradually starts to be penetrated into the engineering construction. In the construction of hydroelectric engineering, the excavation of high side slopes is often involved, in order to guarantee the stability of the side slopes and the requirements of traffic in the construction period, the side slopes are required to be provided with the streets with different widths of 1-5 m, and the green plants are planted on the streets so as to meet the construction idea of green water hills. In order to ensure the safety and stability of the excavated side slope, a concrete supporting structure is often adopted for supporting and sealing, and drainage on the slope surface of the side slope is a major risk factor affecting the safety of the side slope during rainfall. No matter for soil or rock slopes, when a large amount of accumulated water is stored on the slope surface, the slope rock-soil body is gradually softened due to the infiltration of rainwater, the physical and mechanical parameters of the slope rock-soil body can be greatly reduced, and the slope instability is probably caused finally if the slope water body is not drained in time.
At present, a method for preventing water on the slope surface of the side slope is to excavate and build drainage ditches on the side slope horse way, and the drainage ditches on all levels of horse ways ensure that rainfall on the slope surface is timely drained out of the slope body. However, the traditional drainage technology often does not fully consider the risk that the drainage ditch is invalid because gravels, branches and leaves and the like are brought into the drainage ditch by rainwater and are blocked; in addition, the berm of the traditional side slope does not have a water storage function, and landscape vegetation death often occurs due to too much or too little rainwater on the side slope in berm greening design; landscape vegetation needs to be replaced after death, and the side slope is high, so that manual restoration is difficult and the cost is high.
In the prior art, chinese patent CN210857234U discloses a combined structure for slope platform greening and protection, which includes a drainage ditch inside the platform, a greening planting groove and a safety protection net. The inner side drainage ditch and the greening planting foundation slab are connected into a whole and are formed by cast-in-place of reinforced concrete; the inner and outer ditch walls of the inner side drainage ditch are equal in height, the rear side is backfilled by graded gravel soil, and an outward flowing water slope is formed on the surface; the greening planting groove is formed on the basis of the outer groove wall of the drainage groove and the low retaining wall, and soil is backfilled inside the greening planting groove for greening planting; the safety protection net is arranged at the edge of the side slope packway platform and consists of round steel pipe columns and a galvanized wire net. However, the upper part of the drainage ditch of the structure is not shielded, and the drainage ditch is easily blocked by sand, branches and leaves and the like washed by rainwater on the slope surface and fails. In addition, because the escape canal height and planting technique groove are equal in height and do not have the intercommunication, be difficult to guarantee to plant the inslot and plant by not washout when domatic large-scale rainfall takes place, and when need watering to planting the groove, be difficult to follow the interior water intaking of escape canal.
In the prior art, chinese patent CN209144959U discloses an ecological hedgerow groove based on high slope packway escape canal, including ordinary catch basin, be provided with the plastics baffle in the ordinary catch basin, the plastics baffle falls into left side escape canal and right side planting ditch two parts with ordinary catch basin, the middle part and the bottom fixedly connected with horizontal backup pad of plastics baffle, the lower part of plastics baffle is equipped with the infiltration hole, all lay on the trench wall side of right side planting ditch and the ditch bottom surface and be fixed with geotechnological cloth, the planting soil has been laid in the right side planting ditch, plant green plant in the planting soil. However, the upper part of the intercepting ditch of the structure is not shielded, and the intercepting ditch is easily blocked by sand, branches and leaves and the like washed by rainwater on the slope surface and fails. In addition, because the height of the intercepting ditch is equal to the height of the right planting ditch and is communicated with the intercepting ditch, when accumulated water appears in the intercepting ditch, the water level in the right planting ditch is higher due to the principle of a communicating device and no drainage channel of the planting ditch, the root system of the vegetation is soaked in water for a long time and dies, and the maintenance of the long-term landscape greening of the street is not favorable.
SUMMERY OF THE UTILITY MODEL
The utility model provides a have the side slope packway of drainage and view afforestation irrigation concurrently to the easy technical problem who blocks up and the difficult maintenance of vegetation on traditional side slope packway for solve above-mentioned technical problem.
The utility model adopts the technical proposal that: the utility model provides a have side slope packway of drainage and view afforestation irrigation concurrently, arranges the multistage packway on the side slope including side slope and level, the inboard that the packway is close to the side slope is provided with the escape canal, and the side in escape canal is provided with plants the groove, plants the inslot and plants green planting, the top in escape canal is provided with the apron, evenly is provided with the hole of permeating water on the apron. The arrangement of the berms on the side slope can ensure the stability of the side slope and is convenient for traffic in the construction period; planting green plants on the streets to meet the construction concept of green water green mountains. The utility model discloses a be provided with the apron that permeates water on escape canal upper portion, can avoid grit, branch and leaf etc. to be brought into the escape canal by the rainwater, lead to the problem that the escape canal became invalid because of blockking up, and this device has simple structure, construction facilitated, construction cycle is short, advantage that construction cost is low.
Furthermore, the water permeable holes are square holes, the width of each square hole is 1-3 cm, and the distance between every two adjacent water discharging holes is 8-12 cm. Generally traditional hole of permeating water mainly adopts the mode of round hole, but frictional force is little between circular shape hole of permeating water and the grit, and the grit rolls into in the escape canal very easily. Therefore, the utility model discloses a square hole, square hole have the edges and corners, can play certain retardant effect to the grit. Compared with the square hole, the round hole with the same area has better retardation effect.
Furthermore, a gravel layer is laid at the upper end of the cover plate and is formed by gravels, and the diameter of the gravels is larger than that of the water permeable holes. As the streets are planted with green plants, the green plants can fall leaves in certain seasons. In sheltering from the hole of permeating water and the direct escape canal that rolls into of grit for avoiding the fallen leaves, the utility model discloses set up the gravel layer in the top of apron, clearance between the gravel layer is complicated and complicated, further plays the effect of blockking to grit and then fallen leaves, can avoid the escape canal to block up because of grit and fallen leaves.
Further, be provided with a plurality of shelves of blocking water that are used for retaining in the escape canal, the height that blocks water shelves threshold is less than the escape canal height. When the water level in the drainage ditch is higher than the water blocking sill, the redundant water is discharged through the drainage ditch; when the water level in the escape canal is lower than the water blocking sill, water can be stored in the escape canal for irrigating green plants, so that the normal growth of the green plants can be met in the season with less rainfall.
Further, the position that the escape canal is close to the bottom is provided with the irrigation pipe that the groove was planted in the intercommunication, and the both ends parcel of irrigation pipe has geotechnological cloth. The water in the drainage ditch automatically flows into the planting groove through the irrigation pipe so as to meet the requirement of the growth water of green plants without external force; the geotextiles at the two ends of the irrigation pipe play a role in filtering, so that the irrigation pipe is prevented from being blocked by impurities.
Furthermore, the gradient of the irrigation pipe is 5 degrees, so that water in the drainage ditch can automatically and slowly flow into the planting groove.
Furthermore, a drain pipe is arranged on the side wall of the planting groove opposite to the other side of the irrigation pipe, and both ends of the drain pipe are wrapped with geotextile; the slope of the drain pipe is 5 °. In rainy seasons, the water level in the planting tank rises, and the green-planted roots die after being soaked in water for a long time; therefore, the utility model discloses set up the drain pipe on planting the groove, can discharge and plant the inslot unnecessary water of planting, the root system of avoiding green planting soaks in the aquatic for a long time and dies, plays the guard action to green planting.
Furthermore, the height of the drain pipe is larger than that of the irrigation pipe, and the mode of low water inlet and high water outlet is adopted, so that the water in the planting groove can be ensured to be at a proper water level, and the water required by the normal growth of green plants is ensured.
Further, the planting groove is formed by pouring reinforced concrete, and an anchor rod extending into the side slope is arranged on the planting groove. The planting groove that reinforced concrete poured and formed intensity is high, is equipped with the stock simultaneously, has further strengthened the intensity and the stability of planting the groove.
The utility model has the advantages that:
1. the utility model discloses a be provided with the apron that permeates water on escape canal upper portion, can avoid grit, branch and leaf etc. to be brought into the escape canal by the rainwater, lead to the problem that the escape canal became invalid because of blockking up, and this device has simple structure, construction facilitated, construction cycle is short, advantage that construction cost is low.
2. The utility model discloses set up the gravel layer in the top of apron, the clearance between the gravel layer is complicated complicatedly by mistake, further plays to block the effect to grit and then fallen leaves, can avoid the escape canal to block up because of grit and fallen leaves.
3. When the water level of the water-blocking baffle ridge in the drainage ditch is higher than that of the water-blocking baffle ridge, the redundant water is discharged through the drainage ditch; when the water level in the escape canal is lower than the water blocking sill, water can be stored in the escape canal for irrigating green plants, so that the normal growth of the green plants can be met in the season with less rainfall.
4. The utility model discloses set up the drain pipe on planting the groove, can discharge and plant the inslot unnecessary water, adopt the mode of advancing lowly and exceeds, can guarantee to plant the inslot water and be in suitable water level, guarantee green plant the required water of normal growth, plant the guard action to green.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a front view of the present invention.
Labeled as:
1. side slope; 2. a horse way; 3. a drainage ditch; 4. planting grooves; 5. a cover plate; 6. a gravel layer; 7. an irrigation pipe; 8. a drain pipe; 9. a sill is shifted;
301. a water blocking sill; 401. planting green; 402. an anchor rod.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
Example one
Referring to fig. 1 and 2, the utility model discloses a have side slope packway of drainage and landscape greening irrigation concurrently, arrange multistage packway 2 on the side slope including side slope 1 and level, the inboard that the packway is close to the side slope is provided with escape canal 3, and the side in escape canal is provided with plants groove 4, plants inslot and plants green 401 of planting, the top in escape canal is provided with apron 5, evenly is provided with the hole of permeating water (not shown in the figure) on the apron. The arrangement of the berms on the side slope can ensure the stability of the side slope and is convenient for traffic in the construction period; planting green plants on the streets to meet the construction concept of green water green mountains. The utility model discloses a be provided with the apron that permeates water on escape canal upper portion, can avoid grit, branch and leaf etc. to be brought into the escape canal by the rainwater, lead to the problem that the escape canal became invalid because of blockking up, and this device has simple structure, construction facilitated, construction cycle is short, advantage that construction cost is low.
The hole of permeating water of this embodiment is the square hole, and the width of square hole is 1 ~ 3cm, and the interval between the adjacent wash port is 8 ~ 12 cm. Generally traditional hole of permeating water mainly adopts the mode of round hole, but frictional force is little between circular shape hole of permeating water and the grit, and the grit rolls into in the escape canal very easily. Therefore, the utility model discloses a square hole, square hole have the edges and corners, can play certain retardant effect to the grit. Compared with the square hole, the round hole with the same area has better retardation effect.
Referring to fig. 1, this embodiment is provided with a gravel layer 6 formed of gravel having a diameter larger than that of the water permeable holes at the upper end of the cover plate. As the streets are planted with green plants, the green plants can fall leaves in certain seasons. In sheltering from the hole of permeating water and the direct escape canal that rolls into of grit for avoiding the fallen leaves, the utility model discloses set up the gravel layer in the top of apron, clearance between the gravel layer is complicated and complicated, further plays the effect of blockking to grit and then fallen leaves, can avoid the escape canal to block up because of grit and fallen leaves.
Example two
Referring to fig. 2, on the basis of the first embodiment, in the present embodiment, a plurality of water blocking sills 301 for storing water are disposed in the drainage ditch, and the height of the water blocking sills is lower than that of the drainage ditch. When the water level in the drainage ditch is higher than the water blocking sill, the redundant water is discharged through the drainage ditch; when the water level in the escape canal is lower than the water blocking sill, water can be stored in the escape canal for irrigating green plants, so that the normal growth of the green plants can be met in the season with less rainfall.
Referring to fig. 1, in this embodiment, an irrigation pipe 7 communicated with the planting groove is disposed at a position of the drainage ditch near the bottom, and both ends of the irrigation pipe are wrapped with geotextile (not shown in the figure). The water in the drainage ditch automatically flows into the planting groove through the irrigation pipe so as to meet the requirement of the growth water of green plants without external force; the geotextiles at the two ends of the irrigation pipe play a role in filtering, so that the irrigation pipe is prevented from being blocked by impurities.
Referring to fig. 1, the slope of irrigation pipe 7 in this embodiment is 5 °. Can make the water in the drainage ditch automatically and slowly flow into the planting groove.
Referring to fig. 1, in the embodiment, a drain pipe 8 is arranged on the side wall of the planting groove opposite to the irrigation pipe, and both ends of the drain pipe are wrapped with geotextile; the slope of the drain pipe 8 is 5 °. In rainy seasons, the water level in the planting tank rises, and the green-planted roots die after being soaked in water for a long time; therefore, the utility model discloses set up the drain pipe on planting the groove, can discharge and plant the inslot unnecessary water of planting, the root system of avoiding green planting soaks in the aquatic for a long time and dies, plays the guard action to green planting.
Referring to fig. 1, the height of this embodiment drain pipe is greater than the height of irrigation pipe, adopts the mode of advancing height from low, can guarantee to plant the inslot water and be in suitable water level, guarantees the required water of green planting normal growth.
Referring to fig. 1, the planting groove of the present embodiment is formed by pouring reinforced concrete, and an anchor 402 extending into a side slope is provided on the planting groove. The planting groove that reinforced concrete poured and formed intensity is high, is equipped with the stock simultaneously, has further strengthened the intensity and the stability of planting the groove.
A construction method of a side slope packway with drainage and landscape greening irrigation comprises the following steps:
s1 slope support: after the side slope is excavated, spraying concrete on the surface of the side slope for supporting;
s2 construction of drainage ditch: pouring a side wall of a drainage ditch on the inner side of the horse way close to the side slope, and pouring a retaining ridge 9 between the drainage ditch and the side slope; embedding irrigation pipes on the wall body of the drainage ditch close to the inner side of the side slope, and wrapping geotextiles at two ends of the irrigation pipes; the wall body of the drainage ditch far away from one side of the stop ridge is properly heightened and shares a side wall with the planting groove;
s3 construction of the water-blocking sill: pouring water blocking sills at the two ends and the middle part of the drainage ditch, wherein the height of each water blocking sill is lower than that of the drainage ditch;
s4 construction of planting grooves: pouring a planting groove, embedding a drain pipe in the wall body at one side of the planting groove, which is far away from the drainage ditch, and wrapping geotextile at two ends of the drain pipe; filling planting soil in the planting groove, and planting green plants;
s5 laying other facilities: laying a cover plate matched with the drainage ditch on the top of the drainage ditch; and laying a gravel layer on the top of the cover plate.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a have side slope packway of drainage and view afforestation irrigation concurrently, includes that side slope (1) and level arrange multistage packway (2) on the side slope, the inboard that the packway is close to the side slope is provided with escape canal (3), and the side in escape canal is provided with plants groove (4), plants inslot and plants green planting (401), its characterized in that, the top in escape canal is provided with apron (5), evenly is provided with the hole of permeating water on the apron.
2. The slope horse way with both drainage and landscaping irrigation according to claim 1, wherein the water permeable holes are square holes with a width of 1-3 cm and a distance between adjacent drainage holes of 8-12 cm.
3. A slope horse way with both drainage and landscaping irrigation according to claim 1, wherein the upper end of the cover plate is laid with a gravel layer (6) consisting of gravel having a diameter larger than the diameter of the water permeable holes.
4. The slope horse way with both drainage and landscaping irrigation according to claim 1, wherein a plurality of water blocking sills (301) for water storage are arranged in the drainage ditch, and the height of the water blocking sills is lower than that of the drainage ditch.
5. The slope horse way with both water drainage and landscaping irrigation according to claim 1, wherein the drainage ditch is provided with an irrigation pipe (7) communicated with the planting groove at a position close to the bottom, and both ends of the irrigation pipe are wrapped with geotextile.
6. A side slope horse way with both drainage and landscaping irrigation according to claim 5, wherein the slope of the irrigation pipe (7) is 5 °.
7. The slope packway with the functions of drainage and landscaping irrigation as claimed in claim 5, wherein a drain pipe (8) is arranged on the side wall of the planting groove opposite to the other side wall of the irrigation pipe, and both ends of the drain pipe are wrapped with geotextile; the gradient of the drain pipe (8) is 5 degrees.
8. The slope horse way with both water drainage and landscaping irrigation according to claim 7, wherein the height of the water drainage pipe is greater than the height of the irrigation pipe.
9. The slope packway with both water drainage and landscaping irrigation as claimed in any one of claims 1-8, wherein the planting groove is cast of reinforced concrete and is provided with an anchor rod (402) extending into the slope.
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CN112252343A (en) * | 2020-11-06 | 2021-01-22 | 中国电建集团成都勘测设计研究院有限公司 | Side slope packway with drainage and landscape greening irrigation functions and construction method thereof |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN112252343A (en) * | 2020-11-06 | 2021-01-22 | 中国电建集团成都勘测设计研究院有限公司 | Side slope packway with drainage and landscape greening irrigation functions and construction method thereof |
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