CN115053783B - Slope support greening process - Google Patents

Slope support greening process Download PDF

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Publication number
CN115053783B
CN115053783B CN202210578352.XA CN202210578352A CN115053783B CN 115053783 B CN115053783 B CN 115053783B CN 202210578352 A CN202210578352 A CN 202210578352A CN 115053783 B CN115053783 B CN 115053783B
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support
template
plant
layer
side slope
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CN115053783A (en
Inventor
范云云
谷孝建
黄正利
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Wuhan Nanfang Xuyu Technology Engineering Co ltd
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Wuhan Nanfang Xuyu Technology Engineering Co ltd
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    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The invention provides a slope support greening process, which comprises the steps of firstly, primarily repairing a slope, installing a support template on the outer side of the slope, installing a temporary support on the outer side of the support template, erecting a supporting rod, paving a high-strength plant foundation blanket, arranging a plastic drawknot belt under the high-strength plant foundation blanket, stacking a plant substrate soil layer between the slope and the support template, carrying out surface back cover by utilizing the high-strength plant foundation blanket after compacting, solidifying the support template of the layer with the support template of the next layer by utilizing a horizontal pull rod, and continuing to carry out support greening construction on an upper layer. According to the slope support greening process provided by the invention, the steel plates are arranged on each layer and the high-strength plant foundation blanket is laid, and then the plant foundation blanket is directly filled with the plant foundation material for tamping treatment, so that the support is repeatedly completed, the steps are simple, the material cost is low, the construction efficiency is high, and the support effect is good.

Description

Slope support greening process
Technical Field
The invention relates to the field of environmental protection, in particular to a slope support greening process.
Background
The side slope is a slope surface with a certain gradient, which is formed on two sides of the roadbed for ensuring the stability of the roadbed. The construction of water conservancy, railway, highway, mining area exploitation etc. has caused a large amount of high slopes, leads to the exposure of the mountain rock face along the limit, has both destroyed natural view and brought the serious result of water and soil loss in a large number. The high slope is affected by various unstable factors, and becomes a multiple zone of geological disasters and engineering accidents such as landslide, collapse and the like.
Existing common slope protection technologies include engineering protection and plant protection. The simple engineering protection achieves the effect of stabilizing the side slope, but simultaneously, the underground water circulation path can be changed, the underground water is polluted, the gray appearance is reduced, the mood of pedestrians can be influenced, and particularly, the reflection of the protection surface facing strong light causes light pollution; while the simple plant protection can fix water and soil, reduce water and soil loss, reduce the risk of occurrence of debris flow, is attractive, and reduces the influence of human activities on the environment, the anti-slip and anti-collapse capability is limited, and the falling rocks cannot be completely prevented.
At present, an ecological restoration mode is increasingly paid attention to replace a pure engineering protection mode, and the erosion resistance of a slope can be improved through a vegetation covered slope, so that water and soil loss is reduced, and the slope ecological trend is stabilized and virtuous circle is realized. However, for bare rock surfaces, the surface is less in soil, the gradient is higher, the covered soil matrix is often low in adhesive force, the matrix is easy to fall off, and a long-term stable vegetation community is difficult to form. Thus, the side slope is often required to be subjected to supporting construction treatment.
Common processing mode is construction is laid for reinforced retaining wall cooperation geogrid, planting foundation bag etc. and the operation steps of support operation are many, long-time consuming, construction work efficiency is lower to traditional reinforced soil technique is great to planting foundation bag demand, and the expense is relatively higher, and geogrid and the support surface aesthetic property that reinforced retaining wall formed are not enough.
Disclosure of Invention
In order to solve the defects of the prior art, the invention provides a slope support greening process, which adopts bottom-to-top layered operation, each layer is provided with a steel plate and is directly filled with plant substrate materials for tamping after the geogrid is laid, so that the support is repeatedly completed, the steps are simple, the material cost is low, the construction efficiency is high, and the support effect is good.
The invention adopts the technical proposal for solving the technical problems that: the side slope support greening process comprises the following steps:
S1, carrying out preliminary repair on a side slope;
S2, setting up a supporting template at a certain distance outside the side slope, installing a temporary support on the ground outside the supporting template, and erecting a supporting rod between the top end of the supporting template and the temporary support;
s3, a plastic tie strap is arranged on the ground between the side slope and the supporting template in a pulling mode, one end of the plastic tie strap is fixed on a fixed bolt at the bottom of the supporting template, and the other end of the plastic tie strap points to the side slope direction;
S4, paving a high-strength plant foundation blanket between the side slope and the support template, and connecting one end of the plastic tie belt pointing to the side slope direction with the high-strength plant foundation blanket;
S5, filling a plant substrate soil layer between the side slope and the supporting template, tamping the plant substrate soil layer, and folding and reversely wrapping the high-strength plant substrate blanket so as to carry out surface covering back of the plant substrate soil layer;
S6, continuing to carry out supporting greening construction on the upper layer, setting up a supporting template on the tamped plant substrate soil layer, solidifying the bottom of the supporting template on the layer and the top of the supporting template on the next layer by utilizing a horizontal pull rod, and erecting a supporting rod between the top of the supporting template on the layer and the top of the supporting template on the next layer;
S7, repeating the steps S3 to S6 until the side slope completely covers the plant substrate soil layer and is compacted, and completely removing the temporary support, the support template and the horizontal pull rod to finish construction.
Step S1, performing preliminary repair on the side slope, namely repairing the side slope into a step shape.
In step S2, the stay bar is a length-adjustable stay bar.
In step S5, if the length of the high-strength plant carpet is insufficient when the surface is covered, the high-strength plant carpet is additionally taken and connected with the high-strength plant carpet by using a force transmission belt, and then the surface of the plant substrate soil layer is covered.
And step S7, removing all the temporary support, the support template and the horizontal pull rod, wherein the removal of the support template and the horizontal pull rod is performed after the compaction of the plant substrate soil layer on the upper layer of the layer where the support template is positioned is completed.
And (3) in the process of repeating the steps S4 to S6, after the soil layer of the plant growing substrate is tamped, removing the support template, the horizontal pull rod and the support rod at the lowest layer, and repeatedly using the plant growing substrate on the soil layer of the plant growing substrate.
The stay bar adopts a stay bar with adjustable length.
The invention has the beneficial effects based on the technical scheme that:
(1) The side slope support greening process provided by the invention has the advantages that the construction steps are convenient and quick, the structure is reasonable and stable, and the rock face landscape of the side slope vegetation with stable ecological system can be quickly formed;
(2) The greening process for the side slope support adopts a layered construction mode, and the supporting rods and other parts can be reused, so that the engineering time can be saved, the engineering cost can be reduced, the materials can be saved, and the construction cost can be greatly reduced;
(3) The side slope supporting greening process supporting template, the supporting rod, the temporary support, the horizontal pull rod and other workpieces are used for temporary supporting, the side slope supporting greening process can be removed after the plant substrate soil layer is tamped, and finally the terrace-shaped greening side slope is left.
Drawings
Fig. 1 is a schematic view of a process for installing a first layer of support forms.
Fig. 2 is a schematic diagram of a process for installing a second layer of support forms.
Fig. 3 is a schematic diagram of a process for installing a fourth layer of support forms.
In the figure, 1-high-strength plant foundation blanket, 2-supporting templates, 3-supporting rods, 4-temporary supports, 5-fixing bolts, 6-plastic drawstring, 7-force transmission belt, 8-plant substrate soil layer and 9-horizontal pull rods.
Detailed Description
The invention is further described below with reference to the drawings and examples.
The invention provides a side slope support greening process, which comprises the following steps with reference to figures 1 to 2:
S1, carrying out preliminary repair on the side slope. The step is mainly used for repairing and filling the damaged part of the side slope, and the side slope can be repaired into a step shape so as to prepare for subsequent procedures.
S2, setting up a support template 2 at a certain distance outside the side slope, installing a temporary support 4 on the ground outside the support template, and erecting a stay bar 3 between the top end of the support template and the temporary support. The supporting template can be made of steel plates. The stay bar adopts a stay bar with adjustable length, and can be flexibly adjusted according to the height.
S3, a plastic tie belt 6 is arranged on the ground between the side slope and the supporting template in a pulling mode, one end of the plastic tie belt is fixed to a fixing bolt 5 at the bottom of the supporting template, and the other end of the plastic tie belt points to the side slope direction.
S4, paving a high-strength plant foundation blanket 1 between the side slope and the support template, and connecting one end of the plastic tie belt pointing to the side slope direction with the high-strength plant foundation blanket. The length of the high-strength plant foundation blanket is enough to complete the covering process of the surface of the plant substrate soil layer in the next step.
And S5, filling a plant substrate soil layer 8 between the side slope and the supporting template, tamping the plant substrate soil layer, folding and reversely wrapping the high-strength plant substrate blanket when the tamped density reaches more than 90%, so as to carry out surface covering back of the plant substrate soil layer. If the length of the high-strength plant carpet is insufficient during surface covering, the high-strength plant carpet is additionally taken and connected with the high-strength plant carpet by using the force transmission belt 7, and then the surface covering of the plant substrate soil layer is performed.
S6, continuing to carry out supporting greening construction on the upper layer, installing a supporting template on the tamped plant growth substrate soil layer, solidifying the bottom of the supporting template on the layer and the top of the supporting template on the next layer by utilizing a horizontal pull rod 9, and erecting a supporting rod between the top of the supporting template on the layer and the top of the supporting template on the next layer.
S7, repeating the steps S4 to S6 until the side slope completely covers the plant substrate soil layer and is compacted, and completely removing the temporary support, the support template and the horizontal pull rod to finish construction. The temporary support, the support template and the horizontal pull rod are all removed, wherein the removal of the support template and the horizontal pull rod is performed after the compaction of the plant growth substrate soil layer on the upper layer of the layer where the support template is located is completed. After the plant growth substrate soil layer is tamped, removing the support template, the horizontal pull rod and the support rod at the lowest layer, and reusing the plant growth substrate soil layer. Finally, trimming the plastic drawstring and other parts, leaving only terrace-shaped greening side slopes, compacting the structure, beautiful appearance and good greening effect.
The plastic drawstring has good toughness and corrosion resistance, and can play a role in temporarily supporting the supporting template by being matched with the supporting rod, and the supporting template provides basic support for the area where the plant growth substrate soil layer is located. The support template, the stay bar, the temporary support, the horizontal pull bar and other workpieces can be removed after the plant substrate soil layer is tamped, and the plant substrate soil layer is repeatedly used, so that the engineering time can be saved, the engineering cost is reduced, the materials are saved, and the construction cost is greatly reduced.
According to the slope support greening process provided by the invention, the steel plates are arranged on each layer and the geogrid is laid, and then the plant substrate material is directly filled for tamping treatment, so that the support process is repeatedly completed, the steps are simple, the material cost is low, the construction efficiency is high, and the support effect is good.

Claims (5)

1. The side slope support greening process is characterized by comprising the following steps of:
S1, carrying out preliminary repair on a side slope;
S2, setting up a supporting template (2) at a certain distance outside the side slope, installing a temporary support (4) on the ground outside the supporting template, and erecting a supporting rod (3) between the top end of the supporting template and the temporary support;
S3, a plastic tie strap (6) is arranged on the ground between the side slope and the support template in a pulling mode, one end of the plastic tie strap is fixed on a fixing bolt (5) at the bottom of the support template, and the other end of the plastic tie strap points to the side slope direction;
S4, paving a high-strength plant foundation blanket (1) between the side slope and the support template, and connecting one end of the plastic tie belt pointing to the side slope direction with the high-strength plant foundation blanket;
S5, filling a plant substrate soil layer (8) between the side slope and the supporting template, tamping the plant substrate soil layer, folding and reversely wrapping the high-strength plant substrate blanket, and thus carrying out surface back cover of the plant substrate soil layer; if the length of the high-strength plant carpet is insufficient when the surface is covered, the high-strength plant carpet is additionally taken and connected with the layer of high-strength plant carpet by using a force transmission belt (7), and then the surface of the plant substrate soil layer is covered;
s6, continuing to carry out supporting greening construction on the upper layer, setting up a supporting template on the tamped plant substrate soil layer, solidifying the bottom of the supporting template of the layer with the top of the supporting template of the next layer by utilizing a horizontal pull rod (9), and erecting a supporting rod between the top of the supporting template of the layer and the top of the supporting template of the next layer;
S7, repeating the steps S3 to S6 until the side slope completely covers the plant substrate soil layer and is compacted, and completely removing the temporary support, the support template and the horizontal pull rod to finish construction.
2. The slope support greening process according to claim 1, wherein: step S1, performing preliminary repair on the side slope, namely repairing the side slope into a step shape.
3. The slope support greening process according to claim 1, wherein: in step S2, the stay bar is a length-adjustable stay bar.
4. The slope support greening process according to claim 1, wherein: and step S7, removing all the temporary support, the support template and the horizontal pull rod, wherein the removal of the support template and the horizontal pull rod is performed after the compaction of the plant substrate soil layer on the upper layer of the layer where the support template is positioned is completed.
5. The slope support greening process according to claim 4, wherein: and (3) in the process of repeating the steps S4 to S6, after the soil layer of the plant growing substrate is tamped, removing the support template, the horizontal pull rod and the support rod at the lowest layer, and repeatedly using the plant growing substrate on the soil layer of the plant growing substrate.
CN202210578352.XA 2022-05-26 2022-05-26 Slope support greening process Active CN115053783B (en)

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Citations (18)

* Cited by examiner, † Cited by third party
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US4899502A (en) * 1985-07-05 1990-02-13 Golovnoi Nauchno-Issledovatelsky i Proektny Institut "KrymNIIproekt" Simf eropolsky Filtal Dnepropetrovskogo Inzhenernostroitelnogo Instituta Building or structure erected on a slope
SU1735499A1 (en) * 1989-02-13 1992-05-23 Научно-Производственное Объединение По Изучению И Охране Природы Береговой Зоны Черного Моря При Совете Министров Гсср Terrace for forestation of rocky slopes
US5174688A (en) * 1991-08-30 1992-12-29 Meheen H Joe Retaining wall with tie-back elements and tied arch
CN1632241A (en) * 2005-01-06 2005-06-29 陕西高速绿化有限公司 Construction method of vegetation protection belt
CN201183954Y (en) * 2008-03-20 2009-01-21 四川省交通厅公路规划勘察设计研究院 Road side slope ecological protection structure
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CN105544460A (en) * 2015-12-29 2016-05-04 深圳市福田建安建设集团有限公司 Construction method of cast-in-situ planting type ecological concrete slope protection
CN107558480A (en) * 2017-07-07 2018-01-09 江苏省镇江市路桥工程总公司 The construction method of the reinforced ecological slope protection structure of roadbed three-dimensional water discharge
CN208604612U (en) * 2018-07-30 2019-03-15 云南农业大学 A kind of planting technique slot applied to stone matter exploitation end of a period side slope
CN109750682A (en) * 2019-03-20 2019-05-14 杭州昂创科技有限公司 The hard and soft combination combined type ecological slope protection construction method of foam concrete roadbed side slope
CN111549748A (en) * 2020-04-24 2020-08-18 中国地质大学(武汉) Gravity type gabion structure-based mine ecological comprehensive restoration method
CN112832259A (en) * 2020-12-25 2021-05-25 青海生源园林绿化工程有限公司 Garden construction slope restoration method
CN213358503U (en) * 2020-07-15 2021-06-04 杭州昂创科技有限公司 Natural bank slope protective structure based on sponge city idea
CN113431062A (en) * 2021-07-14 2021-09-24 中化地质矿山总局地质研究院 Slope restoration ecological buffer belt structure and construction method thereof
CN113668573A (en) * 2021-08-16 2021-11-19 四川大学 Water and soil co-storage and ecological slope protection method for karst sloping field and stony desertification side slope
CN215774649U (en) * 2021-08-13 2022-02-11 湖南凯迪工程科技有限公司 Terraced fields formula mine landform resumes structure
CN216219009U (en) * 2021-11-26 2022-04-08 禹州市宜鑫建材有限公司 Mine ecological remediation slope embedded greening structure

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4899502A (en) * 1985-07-05 1990-02-13 Golovnoi Nauchno-Issledovatelsky i Proektny Institut "KrymNIIproekt" Simf eropolsky Filtal Dnepropetrovskogo Inzhenernostroitelnogo Instituta Building or structure erected on a slope
SU1735499A1 (en) * 1989-02-13 1992-05-23 Научно-Производственное Объединение По Изучению И Охране Природы Береговой Зоны Черного Моря При Совете Министров Гсср Terrace for forestation of rocky slopes
US5174688A (en) * 1991-08-30 1992-12-29 Meheen H Joe Retaining wall with tie-back elements and tied arch
CN1632241A (en) * 2005-01-06 2005-06-29 陕西高速绿化有限公司 Construction method of vegetation protection belt
CN201183954Y (en) * 2008-03-20 2009-01-21 四川省交通厅公路规划勘察设计研究院 Road side slope ecological protection structure
CN201390967Y (en) * 2009-01-15 2010-01-27 四川省交通厅交通勘察设计研究院 Slope ecological protective structure
CN201585288U (en) * 2009-09-28 2010-09-22 中国京冶工程技术有限公司 Stepped side slope flower pond
CN105544460A (en) * 2015-12-29 2016-05-04 深圳市福田建安建设集团有限公司 Construction method of cast-in-situ planting type ecological concrete slope protection
CN107558480A (en) * 2017-07-07 2018-01-09 江苏省镇江市路桥工程总公司 The construction method of the reinforced ecological slope protection structure of roadbed three-dimensional water discharge
CN208604612U (en) * 2018-07-30 2019-03-15 云南农业大学 A kind of planting technique slot applied to stone matter exploitation end of a period side slope
CN109750682A (en) * 2019-03-20 2019-05-14 杭州昂创科技有限公司 The hard and soft combination combined type ecological slope protection construction method of foam concrete roadbed side slope
CN111549748A (en) * 2020-04-24 2020-08-18 中国地质大学(武汉) Gravity type gabion structure-based mine ecological comprehensive restoration method
CN213358503U (en) * 2020-07-15 2021-06-04 杭州昂创科技有限公司 Natural bank slope protective structure based on sponge city idea
CN112832259A (en) * 2020-12-25 2021-05-25 青海生源园林绿化工程有限公司 Garden construction slope restoration method
CN113431062A (en) * 2021-07-14 2021-09-24 中化地质矿山总局地质研究院 Slope restoration ecological buffer belt structure and construction method thereof
CN215774649U (en) * 2021-08-13 2022-02-11 湖南凯迪工程科技有限公司 Terraced fields formula mine landform resumes structure
CN113668573A (en) * 2021-08-16 2021-11-19 四川大学 Water and soil co-storage and ecological slope protection method for karst sloping field and stony desertification side slope
CN216219009U (en) * 2021-11-26 2022-04-08 禹州市宜鑫建材有限公司 Mine ecological remediation slope embedded greening structure

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