CN108487269B - Construction method of ecological assembly type frame support form - Google Patents
Construction method of ecological assembly type frame support form Download PDFInfo
- Publication number
- CN108487269B CN108487269B CN201810592682.8A CN201810592682A CN108487269B CN 108487269 B CN108487269 B CN 108487269B CN 201810592682 A CN201810592682 A CN 201810592682A CN 108487269 B CN108487269 B CN 108487269B
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- Prior art keywords
- side slope
- outer column
- arranging
- column
- groove
- Prior art date
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims description 4
- 238000001914 filtration Methods 0.000 claims description 4
- 239000011798 excavation material Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 241000196324 Embryophyta Species 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 2
- 240000002066 Amorpha fruticosa Species 0.000 description 1
- 235000004047 Amorpha fruticosa Nutrition 0.000 description 1
- 241000522169 Lespedeza Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/202—Securing of slopes or inclines with flexible securing means
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
- A01G9/027—Pots connected in horizontal rows
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a construction method of an ecological assembly type frame support form, which comprises the steps of firstly arranging an outer column below a side slope, arranging an inner column with the top end flush with the top end of the outer column above the side slope where the outer column is arranged, arranging horizontal structural plates at the top ends of the outer column and the inner column, enabling one side of each structural plate to be in contact with the surface of the side slope, and arranging longitudinal round holes on the structural plates; then a planting groove is arranged above the structural plate, a transverse water drain hole is arranged on the groove wall of one side of the planting groove, which is close to the side slope, and a water interception groove is arranged between the groove wall of the side and the side slope; and finally, arranging a gabion mesh box between the inner side of the outer column and the side slope, filling a soil and stone belt in the gabion mesh box, and finally, placing a plant ecological bag between the adjacent outer columns. The invention has the characteristics of simple construction process, high support stability, strong ecological restoration capability of the side slope and attractive appearance.
Description
Technical Field
The invention relates to a construction method of a side slope support form, in particular to a construction method of an ecological assembly type frame support form.
Background
The side slope is formed by excavating mountain bodies or filling a large amount of mountain bodies when building infrastructures such as roads, and the exposed side slope is not stable, is easy to collapse and landslide, affects the beauty and does not meet ecological requirements. The main work of slope treatment is to stabilize the slope. The process has the tasks of removing dangerous stones, descending slopes and cutting slopes, forming horizontal steps as far as possible on cliffs without steps, and reducing the slope of the slopes below a safe angle so as to eliminate the hidden danger of collapse; then the treated side slope is re-greened to further keep the side slope stable. In the process of greening the side slope, common plants comprise shrubs such as lespedeza, amorpha fruticosa and the like, but in the actual use process, the development degree of the root system of the plants in the side slope growth is not high, and the stability of the side slope is difficult to further maintain.
Disclosure of Invention
The invention aims to provide a construction method of an ecological assembly type frame support form. The invention has the characteristics of simple construction process, high support stability, strong ecological restoration capability of the side slope and attractive appearance.
The technical scheme of the invention is as follows: the construction method of the ecological assembly type frame support form comprises the following steps:
1) An outer column is arranged below the side slope, an inner column with the top end being flush with the top end of the outer column is arranged above the side slope where the outer column is located, a horizontal structural plate is arranged at the top ends of the outer column and the inner column, one side of the structural plate is contacted with the surface of the side slope, and a longitudinal round hole is formed in the structural plate;
2) A planting groove is arranged above the structural plate, a transverse water drain hole is arranged on the groove wall of one side of the planting groove, which is close to the side slope, and a water interception groove is arranged between the groove wall of the side and the side slope;
3) And (3) arranging gabion net boxes between the inner sides of the outer columns and the side slopes, filling soil and stone bands in the gabion net boxes, and finally placing plant ecological bags between the adjacent outer columns.
According to the construction method of the ecological assembled frame support form, the connecting beams are arranged between the adjacent outer columns and the adjacent inner columns, and the planting groove is formed after the upper end face of the uppermost connecting beam exceeds the upper surface of the structural plate.
In the construction method of the ecological assembly type frame support form, the outer column, the inner column and the structural plates are of reinforced concrete structures.
According to the construction method of the ecological assembly type frame support form, the soil and stone belt is made of slope excavation materials.
According to the construction method of the ecological assembly type frame support form, the structure plate at the bottom of the planting groove is paved with the reverse filtering geotechnical cloth.
The beneficial effects of the invention are that
The invention utilizes an assembly mode to form a frame after arranging the outer column, the inner column and the structural plate on the side slope, then arranges the planting groove at the top, arranges the gabion net cage inside and then arranges the plant ecological bag outside the gabion net cage. The support system after construction is stronger in structure and higher in support stability. Meanwhile, compared with the prior art, the invention is more beneficial to establishing a self-purification system of the side slope, building up ecological channels of water, plants, animals and the like, greatly promoting the formation of biological chains, improving the ecological restoration capacity of the side slope and having high aesthetic degree.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a left side view of FIG. 1;
fig. 4 is a right side view of fig. 1.
Reference numerals illustrate: 1-outer column, 2-inner column, 3-structural plate, 4-connecting beam, 5-gabion net cage, 6-plant ecological bag, 7-planting groove, 8-intercepting ditch, 9-earth and stone belt, 10-water discharge hole, 11-round hole and 12-side slope.
Detailed Description
The invention is further illustrated by the following examples, which are not intended to be limiting.
Embodiments of the invention
The construction method of the ecological assembly type frame support form comprises the following steps:
1) An outer column 1 is arranged below a side slope 12, an inner column 2 with the top end flush with the top end of the outer column 1 is arranged above the side slope 12 where the outer column 1 is arranged, a horizontal structural plate 3 is arranged at the top ends of the outer column 1 and the inner column 2, one side of the structural plate 3 is contacted with the surface of the side slope 12, and a longitudinal round hole 11 is formed in the structural plate 3;
2) A planting groove 7 is arranged above the structural plate 3, a transverse water discharge hole 10 is arranged on the groove wall of one side of the planting groove 7 close to the side slope 12, and a water interception groove 8 is arranged between the groove wall of the side and the side slope 12;
3) And (3) arranging a gabion mesh box 5 between the inner side of the outer column 1 and the side slope 12, filling a soil and stone belt 9 in the gabion mesh box 5, and finally placing a plant ecological bag 6 between the adjacent outer columns 1.
Connecting beams 4 are arranged between the outer columns 1 and the inner columns 2 adjacently, and the planting grooves 7 are formed after the upper end faces of the connecting beams 4 at the uppermost ends exceed the upper surfaces of the structural plates 3.
The outer column 1, the inner column 2 and the structural plate 3 are of reinforced concrete structures.
The soil and stone belt 9 is made of slope excavation materials.
The structure plate 3 at the bottom of the planting groove 7 is paved with a reverse filtering geotechnical cloth 13.
The structure of the support system after construction by the method is shown in figures 1-4. The side slope comprises an outer column 1 arranged below a side slope 12, an inner column 2 with the top end flush with the top end of the outer column 1 is arranged above the side slope 12 where the outer column 1 is arranged, horizontal structural plates 3 are arranged at the top ends of the outer column 1 and the inner column 2, one side of each structural plate 3 is in contact with the surface of the side slope 12, and longitudinal round holes 11 are formed in the structural plates 3; a planting groove 7 is arranged above the structural plate 3, a transverse water drain hole 10 is arranged on the groove wall of one side of the planting groove 7 close to the side slope 12, and a water intercepting groove 8 is arranged between the groove wall of the side and the side slope 12; a gabion net cage 5 is arranged between the inner side of the outer column 1 and the side slope 12, a soil and stone belt 9 is filled in the gabion net cage 5, and a plant ecological bag 6 is arranged between the adjacent outer columns 1.
Connecting beams 4 are arranged between the outer columns 1 and the inner columns 2 adjacently, and the planting grooves 7 are formed after the upper end faces of the connecting beams 4 at the uppermost ends exceed the upper surfaces of the structural plates 3.
The structure plate 3 at the bottom of the planting groove 7 is paved with a reverse filtering geotechnical cloth 13.
Claims (3)
1. The construction method of the ecological assembly type frame support form is characterized by comprising the following steps:
1) arranging an outer column (1) below a side slope (12), arranging an inner column (2) with the top end flush with the top end of the outer column (1) above the side slope (12) where the outer column (1) is positioned, arranging horizontal structural plates (3) at the top ends of the outer column (1) and the inner column (2), wherein one side of each structural plate (3) is in contact with the surface of the side slope (12), and arranging longitudinal round holes (11) on each structural plate (3);
2) A planting groove (7) is arranged above the structural plate (3), a transverse water drainage hole (10) is arranged on the groove wall of one side of the planting groove (7) close to the side slope (12), and a water interception groove (8) is arranged between the groove wall of the side and the side slope (12);
3) A gabion net cage (5) is arranged between the inner side of the outer column (1) and the side slope (12), a soil and stone belt (9) is filled in the gabion net cage (5), and finally a plant ecological bag (6) is placed between the adjacent outer columns (1);
connecting beams (4) are arranged between the adjacent outer columns (1) and the adjacent inner columns (2), and the upper end face of the uppermost connecting beam (4) exceeds the upper surface of the structural plate (3) to form a planting groove (7);
the outer column (1), the inner column (2) and the structural plate (3) are of reinforced concrete structures.
2. The method of constructing an ecologically assembled frame support format of claim 1 wherein: the soil and stone belt (9) is made of slope excavation materials.
3. The method of constructing an ecologically assembled frame support format of claim 1 wherein: the structure plate (3) at the bottom of the planting groove (7) is paved with a reverse filtering geotechnical cloth (13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810592682.8A CN108487269B (en) | 2018-06-11 | 2018-06-11 | Construction method of ecological assembly type frame support form |
Applications Claiming Priority (1)
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CN201810592682.8A CN108487269B (en) | 2018-06-11 | 2018-06-11 | Construction method of ecological assembly type frame support form |
Publications (2)
Publication Number | Publication Date |
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CN108487269A CN108487269A (en) | 2018-09-04 |
CN108487269B true CN108487269B (en) | 2023-08-15 |
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Family Applications (1)
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CN201810592682.8A Active CN108487269B (en) | 2018-06-11 | 2018-06-11 | Construction method of ecological assembly type frame support form |
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Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN115055516B (en) * | 2022-08-16 | 2023-04-28 | 煤炭科学技术研究院有限公司 | Ecological restoration device and method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100649391B1 (en) * | 2006-09-19 | 2006-11-29 | (주)케이지엔지니어링 | Installation structure of pro-environment wooded region block for slope of river |
CN103643687A (en) * | 2013-12-25 | 2014-03-19 | 中铁二院工程集团有限责任公司 | Frame type anti-skid cutting structure |
CN104404917A (en) * | 2014-11-03 | 2015-03-11 | 江苏龙腾工程设计有限公司 | Taihu lake ecological dam revetment construction method |
CN106592626A (en) * | 2016-11-18 | 2017-04-26 | 广东省基础工程集团有限公司 | Retaining wall structure for ultrahigh filling and construction method thereof |
CN106836244A (en) * | 2017-01-17 | 2017-06-13 | 浙江工业大学 | Method for protecting steep slope roadbed by combining anti-slide piles and gabion high retaining wall |
CN207436073U (en) * | 2017-11-13 | 2018-06-01 | 中铁二院工程集团有限责任公司 | Close to the anchored frame formula cast-in-situ bored pile reinforcing construction of abutment bedding rock sloper |
-
2018
- 2018-06-11 CN CN201810592682.8A patent/CN108487269B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100649391B1 (en) * | 2006-09-19 | 2006-11-29 | (주)케이지엔지니어링 | Installation structure of pro-environment wooded region block for slope of river |
CN103643687A (en) * | 2013-12-25 | 2014-03-19 | 中铁二院工程集团有限责任公司 | Frame type anti-skid cutting structure |
CN104404917A (en) * | 2014-11-03 | 2015-03-11 | 江苏龙腾工程设计有限公司 | Taihu lake ecological dam revetment construction method |
CN106592626A (en) * | 2016-11-18 | 2017-04-26 | 广东省基础工程集团有限公司 | Retaining wall structure for ultrahigh filling and construction method thereof |
CN106836244A (en) * | 2017-01-17 | 2017-06-13 | 浙江工业大学 | Method for protecting steep slope roadbed by combining anti-slide piles and gabion high retaining wall |
CN207436073U (en) * | 2017-11-13 | 2018-06-01 | 中铁二院工程集团有限责任公司 | Close to the anchored frame formula cast-in-situ bored pile reinforcing construction of abutment bedding rock sloper |
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Publication number | Publication date |
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CN108487269A (en) | 2018-09-04 |
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