CN210406343U - A planting technique structure for high steep rock matter side slope - Google Patents
A planting technique structure for high steep rock matter side slope Download PDFInfo
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- CN210406343U CN210406343U CN201921100766.1U CN201921100766U CN210406343U CN 210406343 U CN210406343 U CN 210406343U CN 201921100766 U CN201921100766 U CN 201921100766U CN 210406343 U CN210406343 U CN 210406343U
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Abstract
The utility model provides a planting technique structure for high steep rock matter side slope, including planting the groove, holding water hole, breakwater, dashpot and strengthening rib, it is perpendicular with the horizontal plane to plant the groove, extends along domatic being parallel to the horizontal plane, the retaining hole is located the planting tank bottom, and at the perpendicular horizontal plane of planting tank bottom gained of drilling downwards, the breakwater is located to plant the groove and follows down, and is parallel with planting the groove, the dashpot is located to plant and follows on the groove, and is parallel with planting the groove, the strengthening rib is located the breakwater, and is perpendicular with the horizontal plane, connects domatic and breakwater. The utility model discloses simple structure, it is convenient to implement, and whole afforestation is with low costs, and to having the domatic of exploitation operation under the slope, does not influence normal exploitation operation, and the side slope stability after the afforestation is high, and vegetation percentage of coverage 100% after 1 year, and later stage vegetation maintenance cost is low, has better social and economic benefits.
Description
Technical Field
The utility model relates to a high steep rock matter side slope afforestation technical field, concretely relates to planting technique structure for high steep rock matter side slope.
Background
The exploitation of mineral resources provides necessary resources for society on one hand, and also can cause ecological environment destruction in different degrees on the other hand, and the exploitation of mineral resources seriously destroys the original landform structure, causes land desertification and water and soil loss, and greatly influences natural ecology.
The traditional high and steep rocky greening mainly adopts net hanging and soil dressing spray seeding, and the method can obtain ideal greening effect under the condition that the slope of a side slope is less than 60 degrees, and because the spray seeding matrix is difficult to resist rain wash and vegetation is difficult to grow because the slope is more than 60 degrees. Therefore, for the rock slope with higher gradient and larger than 70 degrees, the technology of directly greening the rock slope with larger than 70 degrees is less, wherein the slope cutting and slope releasing are generally carried out firstly, and then the soil dressing planting or the spray seeding greening is carried out. Especially for the mining operation under the side slope, the slope can not be set, in addition, the blasting mining operation can easily cause the shattering of the spray seeding matrix and the separation from the slope surface, and the repairing effect is poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a planting technique structure for high steep rock matter side slope to solve the problem that exists among the above-mentioned background art.
The technical scheme of the utility model is realized like this:
the utility model provides a planting technique structure for high steep rock matter side slope, is including planting the groove, storing water hole, breakwater, dashpot and strengthening rib, it is perpendicular with the horizontal plane to plant the groove, extends along domatic being on a parallel with the horizontal plane, the water hole is located the planting tank bottom, at the perpendicular horizontal plane of planting tank bottom down drilling gained, the breakwater is located to plant the groove and follows down, and is parallel with planting the groove, the dashpot is located to plant the groove and follows, and is parallel with planting the groove, the strengthening rib is located the breakwater, and is perpendicular with the horizontal plane, connects domatic and breakwater.
Furthermore, the width of the planting groove is 20 cm-30 cm, and the distance between the upper edge of the planting groove and the bottom of the planting groove is 30 cm-50 cm.
Further, the diameter of the water storage hole is 8-10 cm, the depth is 1-1.2 m, and the distance between adjacent water storage holes is 1-1.5 m.
Furthermore, the water retaining wall is trapezoidal, and the upper edge of the water retaining wall is 5-8 cm higher than the upper edge of the planting groove.
Furthermore, the upper groove edge of the buffer groove is perpendicular to the horizontal plane, the lower groove edge of the buffer groove is connected with the upper edge of the planting groove, and the included angle between the lower groove edge and the horizontal plane is 8-10 degrees.
Further, the width of the buffer groove is 20 cm-30 cm.
Furthermore, the reinforcing ribs are reinforcing steel bars with the diameter of 12mm, the reinforcing steel bars are fixedly connected with the slope surface through drilling, grouting slurry is M40 cement mortar, the depth of the reinforcing ribs inserted into the slope surface ranges from 50cm to 80cm, and the distance between every two adjacent reinforcing ribs ranges from 30cm to 50 cm.
Furthermore, planting matrixes are laid in the planting grooves, and climbing vegetation and suspension vegetation are planted.
Further, a water-retaining agent is poured into the water storage holes.
The utility model has the advantages that:
the greening planting structure of the utility model can be used for high and steep rocky slopes with the gradient larger than 70 degrees, without slope cutting and slope releasing, the engineering quantity is reduced, especially for the slopes which are under the slope and are under mining operation, the normal mining operation is not influenced, the planting structure cuts the buffer groove on the planting groove, the erosion of the slope rainwater to the planting matrix in the planting groove is reduced, the loss of the matrix is reduced, and a water retaining wall is built along the lower edge of the planting groove to intercept rainfall and store the rainfall in the planting groove, a hole is drilled at the bottom of the planting groove to form a water storage hole, and water-retaining agent is poured in to ensure the plants in the planting groove to have sufficient water, improve the survival rate of the vegetation, and reduces late irrigation, adopts reinforcing ribs to be fixedly connected with the slope surface to ensure the stability of the water retaining wall, prevents rain from falling, meanwhile, for the slope with mining operation under the slope, the stability of the water retaining wall can be ensured without the influence of the vibration of the mining operation.
The utility model discloses simple structure, it is convenient to implement, and whole afforestation is with low costs, and to having the domatic of exploitation operation under the slope, does not influence normal exploitation operation, and the side slope stability after the afforestation is high, and vegetation percentage of coverage 100% after 1 year, and later stage vegetation maintenance cost is low, has better social and economic benefits.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is the utility model relates to a planting technique structure for high steep rock side slope looks sideways at schematic diagram.
In the figure, 1 is a planting groove, 2 is a water storage hole, 3 is a water retaining wall, 4 is a buffer groove and 5 is a reinforcing rib.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in figure 1, a planting technique structure for high steep rock matter side slope, including planting groove 1, impoundment hole 2, breakwater 3, dashpot 4 and strengthening rib 5, it is perpendicular with the horizontal plane to plant groove 1, extends along domatic being on a parallel with the horizontal plane, impoundment hole 2 is located and plants 1 bottoms of groove, and the perpendicular horizontal plane of planting 1 bottoms of groove is drilled the gained downwards, breakwater 3 is located and plants 1 lower edges of groove, is parallel with planting groove 1, dashpot 3 is located and plants 1 upper edges of groove, is parallel with planting groove 1, strengthening rib 5 is located breakwater 3, and is perpendicular with the horizontal plane, connects domatic and breakwater 3.
The width of the planting groove 1 is 20 cm-30 cm, and the distance between the upper edge of the planting groove 1 and the bottom of the planting groove 1 is 30 cm-50 cm.
The diameter of each water storage hole 2 is 8-10 cm, the depth of each water storage hole is 1-1.2 m, and the distance between every two adjacent water storage holes 2 is 1-1.5 m.
The water retaining wall 3 is in a trapezoid shape, and the upper edge of the water retaining wall 3 is 5-8 cm higher than the upper edge of the planting groove 1.
The upper groove edge of the buffer groove 4 is perpendicular to the horizontal plane, the lower groove edge of the buffer groove 4 is connected with the upper edge of the planting groove 1, and the included angle between the lower groove edge and the horizontal plane is 8-10 degrees.
The width of the buffer groove 4 is 20 cm-30 cm.
The reinforcing ribs 5 are reinforcing steel bars with the diameter of 12mm, are fixedly connected with the slope surface through drilling, grouting slurry is M40 cement mortar, the depth of insertion of the reinforcing ribs 5 into the slope surface is 50 cm-80 cm, and the distance between every two adjacent reinforcing ribs 5 is 30 cm-50 cm.
And planting matrixes are laid in the planting grooves 1 for planting climbing vegetation and suspension vegetation.
And a water-retaining agent is filled into the water storage hole 2.
The greening planting structure of the utility model can be used for high and steep rocky slopes with the gradient larger than 70 degrees, without slope cutting and slope releasing, the engineering quantity is reduced, especially for the slopes which are under the slope and are under mining operation, the normal mining operation is not influenced, the planting structure cuts the buffer groove on the planting groove, the erosion of the slope rainwater to the planting matrix in the planting groove is reduced, the loss of the matrix is reduced, and a water retaining wall is built along the lower edge of the planting groove to intercept rainfall and store the rainfall in the planting groove, a hole is drilled at the bottom of the planting groove to form a water storage hole, and water-retaining agent is poured in to ensure the plants in the planting groove to have sufficient water, improve the survival rate of the vegetation, and reduces late irrigation, adopts reinforcing ribs to be fixedly connected with the slope surface to ensure the stability of the water retaining wall, prevents rain from falling, meanwhile, for the slope with mining operation under the slope, the stability of the water retaining wall can be ensured without the influence of the vibration of the mining operation.
The utility model discloses simple structure, it is convenient to implement, and whole afforestation is with low costs, and to having the domatic of exploitation operation under the slope, does not influence normal exploitation operation, and the side slope stability after the afforestation is high, and vegetation percentage of coverage 100% after 1 year, and later stage vegetation maintenance cost is low, has better social and economic benefits.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. 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 planting technique structure for high steep rock matter side slope, is including planting the groove, storing water hole, breakwater, dashpot and strengthening rib, its characterized in that, it is perpendicular with the horizontal plane to plant the groove, extends along domatic parallel to horizontal plane, the retaining hole is located the planting tank bottom, and at the perpendicular horizontal plane of planting tank bottom down drilling gained, the breakwater is located and plants the groove and follow down, and it is parallel with planting the groove, the dashpot is located and plants the groove and follows, and is parallel with planting the groove, the strengthening rib is located the breakwater, and is perpendicular with the horizontal plane, connects domatic and breakwater.
2. A green planting structure for a high and steep rocky side slope according to claim 1, wherein the width of the planting groove is 20cm to 30cm, and the distance between the upper edge of the planting groove and the bottom of the planting groove is 30cm to 50 cm.
3. A planting structure for afforestation of a high and steep rocky side slope according to claim 1, wherein the diameter of the water storage holes is 8 to 10cm, the depth is 1 to 1.2m, and the distance between adjacent water storage holes is 1 to 1.5 m.
4. A greening planting structure for high and steep rocky slopes as claimed in claim 1, wherein the retaining wall is trapezoidal, and the upper edge of the retaining wall is 5-8 cm higher than the upper edge of the planting groove.
5. A planting structure for green trees on high and steep rocky slopes as claimed in claim 1, wherein the upper trough side of the buffer trough is perpendicular to the horizontal plane, the lower trough side of the buffer trough is connected with the upper edge of the planting trough, and the included angle between the lower trough side and the horizontal plane is 8-10 degrees.
6. A green planting structure for a high steep rocky slope according to claim 1, wherein the width of the buffer groove is 20 cm-30 cm.
7. A greening planting structure for high and steep rocky side slope according to claim 1, wherein the reinforcing ribs are reinforcing bars with diameter of 12mm, the reinforcing bars are grouted and consolidated with the slope surface through drilling holes, the grouting slurry is M40 cement mortar, the depth of the reinforcing ribs inserted into the slope surface is 50 cm-80 cm, and the distance between adjacent reinforcing ribs is 30 cm-50 cm.
8. The planting technique for afforesting high and steep rocky slopes according to claim 1, wherein planting medium is laid in the planting grooves, and climbing vegetation and overhanging vegetation are planted.
9. A planting structure for high and steep rocky slopes as claimed in claim 1, wherein water retention agent is poured into the water storage holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201921100766.1U CN210406343U (en) | 2019-07-15 | 2019-07-15 | A planting technique structure for high steep rock matter side slope |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921100766.1U CN210406343U (en) | 2019-07-15 | 2019-07-15 | A planting technique structure for high steep rock matter side slope |
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| CN210406343U true CN210406343U (en) | 2020-04-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110226431A (en) * | 2019-07-15 | 2019-09-13 | 大连地拓环境科技有限公司 | A kind of planting technique structure and its construction method for high precipitous rock slope |
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2019
- 2019-07-15 CN CN201921100766.1U patent/CN210406343U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110226431A (en) * | 2019-07-15 | 2019-09-13 | 大连地拓环境科技有限公司 | A kind of planting technique structure and its construction method for high precipitous rock slope |
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