CN110820768A - Slope supporting and ecological management system and construction process thereof - Google Patents
Slope supporting and ecological management system and construction process thereof Download PDFInfo
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- CN110820768A CN110820768A CN201910805063.7A CN201910805063A CN110820768A CN 110820768 A CN110820768 A CN 110820768A CN 201910805063 A CN201910805063 A CN 201910805063A CN 110820768 A CN110820768 A CN 110820768A
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Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Abstract
The invention discloses a slope supporting and ecological management system and a construction process thereof. Slope supporting construction includes anchor rod and gridwork, be equipped with stopping pole, stopping tooth, spring, rotatory dabber, buckle, deep groove ball bearing and twist grip on the anchor rod. The anti-back rod is hinged to the anchoring rod, the buckle is clamped in a clamping groove in the top end of the anti-back rod, the rotary core shaft is connected into the anchoring rod through the deep groove ball bearing, and the rotary handle is fixed on the rotary core shaft through the fastening screw and the connecting key. The intercepting ditch sets up in the top of a slope, the retaining wall sets up in the toe of a slope, and height and width are decided according to the side slope condition, the escape canal sets up in the retaining wall outside, domatic vegetation covers in whole domatic. The construction process comprises the steps of building a retaining wall, drilling anchoring holes, carrying out slope support, building a slope top intercepting ditch, renovating a slope, planting slope vegetation and carrying out later maintenance and management. The invention integrates the traditional slope support and ecological management, not only achieves the effect of slope support, but also solves the environmental problem, and the design of the anchoring rod simplifies the operation of slope support, has obvious support effect and greatly improves the stability of the slope.
Description
Technical Field
The invention relates to the field of slope support and greening, in particular to a slope support and ecological management system and a construction process.
Background
When the side slope meets rainfall and strong vibration, the side slope is often unstable, and the safety of roads, buildings and the like is affected. At present, the slope protection treatment is usually only carried out on a unilateral slope, and the traditional slope protection generally uses anchor cables, anchor rods, retaining walls and the like to support the slope, so that the slope landslide, instability and water and soil loss can be well prevented, but the theme of environment beautification in the 21 st century cannot be met. Although the current common ecological slope protection meets the theme of beautifying the environment, the current ecological slope protection technology can not provide a great safety factor for the side slope, if the influence of external factors such as heavy rainfall, strong disturbance and the like is met, the stability of the side slope is additionally considered. Therefore, in order to solve the problems of slope stability and environment beautification, a slope support and ecological management system and a construction process thereof are provided.
Disclosure of Invention
In view of the above, the invention provides a slope supporting and ecological management system and a construction process. The ecological management is carried out on the side slope under the condition of ensuring that the side slope has stronger stability, so that the requirements of side slope stability condition and environment beautification are met. In order to meet the requirements, the invention adopts the following technical scheme:
the invention relates to a slope supporting and ecological management system and a construction process. Slope supporting construction includes anchor rod and gridwork, be equipped with stopping pole, stopping tooth, rotatory dabber, buckle, deep groove ball bearing and twist grip on the anchor rod. The slope top intercepting drain is arranged at a certain distance away from the slope top. The retaining wall is of a rockfill concrete structure. The treatment of the slope vegetation comprises slope renovation, seed spraying and later-stage maintenance and management.
Preferably, in the slope supporting and ecological management system, the intercepting drain is a concrete waterproof intercepting drain, and the intercepting drain is not too deep.
Preferably, in the above slope supporting and ecological management system, the retaining wall is a rock-fill concrete retaining wall, which has high strength and strong stability.
Preferably, in the slope supporting and ecological management system, the middle part of the lattice beam is hollow, so that the lattice beam can be used for planting vegetation and increasing the greening area.
Preferably, in the above slope supporting and ecological management system, the slope vegetation is selected in an effort to adapt to local natural conditions and climate.
Compared with the prior art, the invention has the advantages that the two requirements of side slope stability and environment beautification are met, the side slope support effect is achieved, the environmental problem is solved through combining the traditional slope protection technology and the ecological slope protection technology, the theme of the environment is perfectly matched, the construction process is simple, the operation is easy, and the safety coefficient of the side slope is greatly improved.
Drawings
FIG. 1 is a schematic structural view of a slope supporting and ecological management system and a construction process thereof according to the present invention;
FIG. 2 is a schematic view of a side slope support anchor of the present invention;
FIG. 3 is a cross-sectional view at B in FIG. 2;
fig. 4 is a schematic view of a lattice beam for slope support according to the present invention.
In the figure: 1-side slope; 2-intercepting a ditch at the top of the slope; 3-slope vegetation; 4-an anchoring hole; 5-a retaining wall; 6-drainage ditch; 7-an anchor rod; 8-a backstop rod; 9-stopping holes; 10-buckling; 11-rotating the mandrel; 12-deep groove ball bearings; 13-stopping teeth; 14-a spring; 15-a seesaw; 16-bolt; 17-a rotating handle; 18-a connecting bond; 19-cement boss; 20-lattice beam.
Detailed Description
In order to make the technical solution and advantages of the present invention more apparent, the present invention is described in detail below with reference to the accompanying drawings. See FIGS. 1-4. The invention provides a slope supporting and ecological management system and a construction process, which comprises a slope supporting structure, slope vegetation 3, a slope top intercepting ditch 2, a retaining wall 5 and a drainage ditch 6. The slope supporting structure comprises anchor rods 7 and lattice girders 20, and as shown in fig. 2-3, the anchor rods 7 comprise retaining rods 8, retaining holes 9, buckles 10, rotary mandrels 11, deep groove ball bearings 12, retaining teeth 13, springs 14, warping plates 15, bolts 16, rotary handles 17 and connecting keys 18. And the stopping rod 8 is provided with stopping teeth 13, and the stopping rod 8 is hinged on the rocker 15. The buckle 10 is fixed on a rotary mandrel 11, the rotary mandrel 11 is installed in the anchoring rod 7 through a deep groove ball bearing, a rotary handle 17 is arranged at the top end of the rotary mandrel 11, and the rotary handle 17 is fixed on the rotary mandrel 11 through a bolt 16 and a connecting key 18. The working principle of the anchor rod in the embodiment is as follows: at first buckle 10 joint makes spring 14 be in the limit compression state in the draw-in groove at backstop pole top, says afterwards that anchor rod 7 puts into anchor hole 4, then rotates twist grip 17 and makes the buckle of fixing on rotatory dabber 11 break away from the draw-in groove, and backstop pole 8 outwards opens around wane 15 under spring 14's elasticity, makes backstop tooth 13 and backstop pole 8 tooth go into in the side slope slide bed, increases side slope factor of safety.
As shown in fig. 4, the center of the lattice beam 20 is hollow for planting vegetation. The slope top intercepting drain 2 is arranged at a position with a certain distance from the slope top according to the condition of the side slope. The retaining wall 5 is made of rock-fill concrete, and the height and the width of the retaining wall depend on the condition of the side slope. The drainage ditch 6 is arranged on the edge of the retaining wall 5.
The integral construction process of the slope supporting and ecological management system provided by the invention comprises the following steps:
the slope supporting and ecological management system comprises the following procedures: building retaining walls, drilling anchoring holes, carrying out slope support, building slope top intercepting ditches, renovating slopes and planting slope vegetation. Firstly, the retaining wall is built, so that the side slope tends to be stable, and the retaining wall does not need to be built too high due to the fact that the retaining wall is a soil slope. And then, carrying out slope support under the condition that the slope is stable, wherein the slope support comprises the construction processes of punching anchoring holes, installing anchoring rods, pouring concrete into lattice beams and the like. If necessary, anchoring grouting can be carried out to increase the slope stability. And then constructing a slope top intercepting ditch at the slope top, wherein the intercepting ditch is a concrete waterproof intercepting ditch and is not suitable for being too deep. And finally, planting the vegetation, wherein the slope is treated before the vegetation is planted, and the slope is cleaned of obstacles which hinder the construction. The method comprises the following steps: removing the vegetation combination. Cleaning a contact surface of the original side slope above an opening line of the slope surface, wherein the cleaning width is 1.0-1.5 m, underground rhizomes are unnecessarily dug based on the removal of plant branches on the original side slope, and the part is used as a transition part between engineering and the original slope surface, namely a vegetation combination part; and removing weeds, fallen leaves, dead branches, pumice and the like on the surface of the slope. Finishing the treatment of the slope, preparing the vegetation seeds and carrying out the vegetation spray planting construction. Maintenance and management of the side slope are needed after spray planting construction is completed, and non-woven fabrics are covered on the surface of the base material 2-4 days after spray planting is completed, so that the effects of drip protection and temperature control can be achieved, the germination rate of plant seeds is improved, and the seeds can be prevented from being pecked by birds. Finally, maintenance and management for a long period, such as watering at regular time, deinsectization and the like, are required.
The foregoing is only a few preferred embodiments of the present invention, not all embodiments. Any modification, equivalent replacement, improvement and the like made based on the spirit and principle of the present invention shall fall within the protection scope of the present invention.
Claims (8)
1. The utility model provides a side slope support and ecological management system and construction process thereof, it includes side slope support structure, domatic vegetation, slope top intercepting ditch, retaining wall and escape canal, its characterized in that:
the slope supporting structure comprises an anchoring rod 7 and a lattice beam 20, wherein the anchoring rod 7 comprises a retaining rod 8, a retaining hole 9, a buckle 10, a rotary mandrel 11, a deep groove ball bearing 12, retaining teeth 13, a spring 14, a warping plate 15, a fastening screw 16, a rotary handle 17 and a connecting key 18; the backstop rod 8 is provided with backstop teeth 13, and the backstop rod 8 is hinged on a rocker 15; the buckle 10 is fixed on a rotary mandrel 11, the rotary mandrel 11 is installed in the anchoring rod 7 through a deep groove ball bearing, a rotary handle 17 is arranged at the top end of the rotary mandrel 11, and the rotary handle 17 is fixed on the rotary mandrel 11 through a bolt 16 and a connecting key 18; the middle part of the lattice beam 20 is hollow and is used for planting vegetation. The slope top intercepting drain 2 is arranged at a position with a certain distance from the slope top according to the condition of the side slope. The retaining wall 5 is made of rock-fill concrete, and the height and the width of the retaining wall depend on the condition of the side slope. The drainage ditch 6 is arranged on the edge of the retaining wall 5.
2. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the anchoring rod is provided with a retaining rod 8 and retaining teeth 13 to increase the anchoring effect.
3. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the stiffness coefficient K of the spring 14 is large, so that the spring can provide large elastic force to push the retaining rod 8 to be toothed into rock soil.
4. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the slope top intercepting drain 2 is a concrete waterproof intercepting drain, and the depth is not suitable to be set too deep.
5. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the grid beam 20 is poured by concrete, and the middle part of the grid beam is hollowed out and used for planting vegetation to increase the greening area.
6. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the rotating handle 17 is made of iron and is fixed on the rotating mandrel through a fastening screw 16 and a connecting key 18.
7. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the slope vegetation is selected in an effort to adapt to local natural conditions and climate, and is planted by adopting a spray planting method.
8. The slope supporting and ecological management system and the construction process thereof according to claim 1, wherein: the construction process comprises the steps of building a retaining wall, drilling anchoring holes, carrying out slope support, building a slope top intercepting ditch, renovating a slope surface and planting slope surface vegetation, wherein the slope surface vegetation planting comprises slope surface renovation, seed spraying and later-stage maintenance and management.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910805063.7A CN110820768A (en) | 2019-08-29 | 2019-08-29 | Slope supporting and ecological management system and construction process thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910805063.7A CN110820768A (en) | 2019-08-29 | 2019-08-29 | Slope supporting and ecological management system and construction process thereof |
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| CN110820768A true CN110820768A (en) | 2020-02-21 |
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| CN201910805063.7A Pending CN110820768A (en) | 2019-08-29 | 2019-08-29 | Slope supporting and ecological management system and construction process thereof |
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|---|---|---|---|---|
| US3986366A (en) * | 1975-09-22 | 1976-10-19 | The United States Of America As Represented By The Secretary Of The Navy | Hedgehog anchor |
| JP2001026927A (en) * | 1999-07-15 | 2001-01-30 | Nobumasa Asakawa | Anchoring body in ground anchor |
| CN103147426A (en) * | 2013-03-20 | 2013-06-12 | 水利部交通运输部国家能源局南京水利科学研究院 | Anchoring member for anti-impact materials of emergency spillways |
| CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
| CN103696790A (en) * | 2013-02-19 | 2014-04-02 | 裴春光 | Shear type expansion anchor rod and application thereof |
| CN204299597U (en) * | 2014-11-13 | 2015-04-29 | 罗宗帆 | The self-expanding anchor pole of rotation |
| CN205669399U (en) * | 2016-05-20 | 2016-11-02 | 辽宁省交通高等专科学校 | Preposition wing anchor pole |
| CN106567384A (en) * | 2016-11-14 | 2017-04-19 | 合肥工业大学 | Fishbone-shaped anchor rod |
| CN209162851U (en) * | 2018-10-24 | 2019-07-26 | 内蒙古农业大学 | A kind of protective net of water and soil conservation |
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2019
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| JP2001026927A (en) * | 1999-07-15 | 2001-01-30 | Nobumasa Asakawa | Anchoring body in ground anchor |
| CN103696790A (en) * | 2013-02-19 | 2014-04-02 | 裴春光 | Shear type expansion anchor rod and application thereof |
| CN103147426A (en) * | 2013-03-20 | 2013-06-12 | 水利部交通运输部国家能源局南京水利科学研究院 | Anchoring member for anti-impact materials of emergency spillways |
| CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
| CN204299597U (en) * | 2014-11-13 | 2015-04-29 | 罗宗帆 | The self-expanding anchor pole of rotation |
| CN205669399U (en) * | 2016-05-20 | 2016-11-02 | 辽宁省交通高等专科学校 | Preposition wing anchor pole |
| CN106567384A (en) * | 2016-11-14 | 2017-04-19 | 合肥工业大学 | Fishbone-shaped anchor rod |
| CN209162851U (en) * | 2018-10-24 | 2019-07-26 | 内蒙古农业大学 | A kind of protective net of water and soil conservation |
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