CN112314303B - Basement roof cinnamomum camphora planting method - Google Patents
Basement roof cinnamomum camphora planting method Download PDFInfo
- Publication number
- CN112314303B CN112314303B CN202011203303.5A CN202011203303A CN112314303B CN 112314303 B CN112314303 B CN 112314303B CN 202011203303 A CN202011203303 A CN 202011203303A CN 112314303 B CN112314303 B CN 112314303B
- Authority
- CN
- China
- Prior art keywords
- soil
- geocell
- pit
- plate
- pile
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- 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
- A01G17/00—Cultivation of hops, vines, fruit trees, or like trees
- A01G17/005—Cultivation methods
-
- 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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/10—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
-
- 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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/10—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
- A01G24/12—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material containing soil minerals
-
- 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
- A01G24/00—Growth substrates; Culture media; Apparatus or methods therefor
- A01G24/10—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
- A01G24/12—Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material containing soil minerals
- A01G24/15—Calcined rock, e.g. perlite, vermiculite or clay aggregates
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Inorganic Chemistry (AREA)
- Soil Sciences (AREA)
- Botany (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention relates to the technical field of garden engineering, in particular to a basement roof cinnamomum camphora planting method, which comprises the following specific operation steps: arranging a layer of geocell in the area where the cinnamomum camphora is planted according to the slope design of the backfilled soil, cutting off the meshed geocell for excavating the pit area, excavating the pit, arranging geotextile and geogrid in the pit, laying geotextile at the bottom of the pit, filling light soil with the thickness of 20-30cm in a pile, putting the cinnamomum camphora into the pit, filling the soil to cover, filling mixed soil after filling the soil, fixing the wood pile with the geocell close to the wood pile through a straw rope, and fixing the wood pile with the geocell close to the wood pile; the soil balls are stable when the camphor trees are planted in the slope heaping mode on the basement top plate with thinner backfilled soil, the situation that slope collapse is caused due to water scouring or slope top collapse is caused due to soil loss at the bottom of the slope is avoided, slope heaping stability is guaranteed, landscape attractiveness is improved, the structure of the tree pit super-digging, changing and filling light soil is guaranteed, water permeability at the bottom of the camphor tree pit is improved indirectly, and the survival rate is improved.
Description
Technical Field
The invention relates to the technical field of basement cinnamomum camphora planting, in particular to a basement roof cinnamomum camphora planting method.
Background
In the district afforestation, basement roof top planting technique has been one of the problem that is difficult to attack and customs, because basement roof is nearer apart from the ground elevation, roof bearing capacity and impervious ability are limited, and the difficulty is great when planting large-scale arbor above the roof, except that need have good drainage bed course and load dispersion structure, still need the pit of sufficient depth to hold arbor soil ball. The most difficult of the problems is that the cinnamomum camphora is planted, the general specification of the cinnamomum camphora is large, the soil ball is also large, the height of the top plate of the basement from the backfilling finished surface is small, light soil is frequently required to be filled at the bottom of the cinnamomum camphora pit for drainage, the thickness of the backfilled soil cannot meet the planting requirement, the main scheme at present is slope stacking planting, soil body sliding performance is large due to the fact that the cinnamomum camphora needs soil with good air permeability, and the collapse phenomenon can be caused in places with large slope stacking under rainwater washing.
The earthwork standard room is arranged on the pile slope surface, and the side limit force of the earthwork standard room is utilized to prevent soil body displacement.
Disclosure of Invention
The problem to be solved by the invention is to provide a method for planting cinnamomum camphora on a basement roof, which ensures the stability of soil balls when cinnamomum camphora is planted on a slope by piling the basement roof with thinner backfilled soil, avoids the situation that the slope collapses or the slope top collapses due to water scouring or the soil body at the bottom of the slope loses, ensures the stability of slope piling, is beneficial to improving the aesthetic degree of landscape, provides guarantee for the structure of over-digging, replacing and filling light soil in a tree pit, indirectly improves the water permeability at the bottom of the cinnamomum camphora tree pit, and improves the survival rate.
In order to achieve the purpose, the invention adopts the following technical scheme:
a basement roof cinnamomum camphora planting method comprises the following specific operation steps:
the method comprises the following steps: the backfilling soil is designed according to a stacking slope, the height of the stacking slope is 6cm, a layer of geocell is arranged in an area where the cinnamomum camphora is planted, the thickness of the geocell is 5cm, the length of a mesh side is 5cm, and the paving shape is similar to a circle;
step two: cutting off the mesh geocell of the excavated pit area, excavating the pit after clearing, gluing soil on the peripheral side wall inside the pit, pasting a layer of geotextile, laying a layer of geogrid with the mesh side length of 5cm on the inner side of the geotextile, driving a 5-8cm long wooden nail on the geogrid every 30cm after finishing, fixing the wooden nail on the inner wall of the pit by penetrating the geogrid and the geotextile, and binding and fixing the end of the geogrid close to the ground and the edge of the geocell around the pit by a straw rope;
step three: laying geotextile at the bottom of the tree pit, and filling light soil with the thickness of 20-30 cm;
step four: placing the cinnamomum camphora into a tree cave, burying a water level observation pipe, filling soil to cover, and filling 5-6cm thick mixed soil into the geocell after filling;
step five: piling is completed through piling equipment, the top of the timber pile is placed between the clamping grooves of the clamping seats at the two ends, the nuts are rotated at the moment, the clamping seats move on the second slide rail until the timber pile is clamped between the clamping seats, the bolt column is connected and fixed with the nut, at the moment, the hydraulic motor works to drive the rotating shaft to rotate, then the rotating plate is driven to rotate on the base, the insertion angle of the wood pile is adjusted, after the adjustment is completed, the hydraulic rod works to drive the connecting plate and the piling head to continuously lift and hammer the wood pile, at the moment, the clamping seat moves downwards along the first slide rail until the wood pile penetrates through the geocell, at the moment, the nut is unscrewed, the piling equipment is moved to squeeze 4 wood piles into the geocell on the surfaces of the four corners outside the four corners of the cinnamomum camphora tree pit, the bottom of each wood pile is wrapped by coarse cloth and penetrates through the geocell to be connected with a basement roof, the wooden piles are fixed with the geocell close to the wooden piles through the straw ropes, and the parts, above the geocell, of the wooden piles are cut off.
Preferably, the diameter of the geocell is greater than 3 times the diameter of the pit.
Preferably, the mixing proportion of the mixing soil is that the crushed stone: clay: river sand: quartz sand = 1: 5: 3: 1.
preferably, the pile driving equipment comprises a base, wherein two sides of one end of the base are both provided with supporting lugs, a rotating plate is rotatably arranged between the supporting lugs at two ends, a supporting plate is arranged in the middle of one side of the rotating plate, a hydraulic rod is arranged in the middle of the top side of the supporting plate, a connecting plate is arranged at the telescopic end of the hydraulic rod and below the supporting plate, and a pile driving head is arranged at the bottom of the connecting plate;
the improved clamp is characterized in that a sliding plate is slidably mounted on one side of the rotating plate, clamping seats are slidably mounted at two ends of one side of the sliding plate, clamping grooves are formed in the opposite sides of the clamping seats at two ends, and the two ends of each clamping seat are connected through a bolt column.
Preferably, one side support the ear outside and install hydraulic motor the pivot is installed to the hydraulic motor output, and the pivot both ends pass through the bearing with the support ear and be connected, and pivot and commentaries on classics board fixed connection.
Preferably, first slide rails are vertically arranged at two ends of one side of the rotating plate, a first stop block is arranged at the bottom of each first slide rail, and the sliding plate is slidably arranged on the first slide rails.
Preferably, a second slide rail is horizontally arranged on one side of the slide plate, second stoppers are arranged at two ends of the second slide rail, and the clamping seat is slidably mounted on the second slide rail.
Preferably, the bolt column penetrates through the clamping seats at the two ends respectively to be connected with the threads, and the clamping grooves are isosceles trapezoids in shape.
Preferably, guide rods are installed at two ends of the top side of the connecting plate and penetrate through the supporting plate.
The invention has the beneficial effects that: the earth work lattice chambers are arranged on the surface of the pile slope, and the relative movement of the earth work lattice chambers in the soil body is reduced through connecting and driving the earth work lattice chambers to the top plate of the basement, so that the stability of the soil body is ensured; the combination of the geogrid and the geotextile is fixed on the side wall of the tree pit by long wooden nails, a deep soil body is reinforced by low-cost materials, and the geogrid is connected to the geocell by a straw rope, so that the integral anti-sliding effect is formed; the surface soil is specially mixed soil, and can provide friction force, lateral movement resistance, water permeability and pressure resistance between the geocell and the soil body; the method has the advantages that the stability of soil balls is guaranteed when the cinnamomum camphora is planted in a slope piling mode on the top plate of the basement with thinner backfilled soil, the situation that the slope surface collapses due to water scouring or the top of the slope collapses due to soil loss at the bottom of the slope is avoided, the slope piling stability is guaranteed, the attractiveness of the landscape is improved, the structure of the tree pit for over-digging, replacing and filling light soil is guaranteed, the water permeability at the bottom of the cinnamomum camphora tree pit is improved indirectly, and the survival rate is improved;
the utility model discloses a stake of pile driving equipment, including the stake of stake, the stake top of stake is placed between the double-layered groove of both ends holder simultaneously through piling equipment, rotate the nut this moment, the holder moves on the second slide rail, until with the stake clamping between the holder, it is fixed with the nut to be connected through the bolt post, be convenient for carry out the clamping to not unidimensional stake fixed, it rotates to drive the pivot through hydraulic motor work this moment, and then drive the commentaries on classics board and rotate on the base, adjust the insertion angle of stake, the arbitrary angle's of stake of being convenient for insert.
Drawings
FIG. 1 is a schematic view of the present invention for planting Cinnamomum camphora;
FIG. 2 is an enlarged view of area A of FIG. 1 in accordance with the present invention;
FIG. 3 is a schematic view of the piling rig of the present invention;
FIG. 4 is a cross-sectional view of the base and rotating plate of the present invention;
figure 5 is a front view of the piling rig of the present invention.
Illustration of the drawings:
1. a base; 2. a support ear; 3. a hydraulic motor; 4. a rotating shaft; 5. rotating the plate; 6. a support plate; 7. a hydraulic rod; 8. a connecting plate; 9. piling a pile head; 10. a slide plate; 11. a holder; 12. a clamping groove; 13. and a bolt column.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Specific examples are given below.
Referring to fig. 1-5, a basement roof cinnamomum camphora planting method specifically comprises the following operation steps:
the method comprises the following steps: the backfilled soil is designed according to a pile slope, the pile slope is 6cm in height, a layer of geocell is arranged in the area where the cinnamomum camphora is planted, the thickness of the geocell is 5cm, the length of the mesh side is 5cm, and the paved shape is similar to a circle;
step two: cutting off the mesh geocell of the excavated pit area, excavating the pit after clearing, gluing soil on the peripheral side wall inside the pit, pasting a layer of geotextile, laying a layer of geogrid with the mesh side length of 5cm on the inner side of the geotextile, driving a 5-8cm long wooden nail on the geogrid every 30cm after finishing, fixing the wooden nail on the inner wall of the pit by penetrating the geogrid and the geotextile, and binding and fixing the end of the geogrid close to the ground and the edge of the geocell around the pit by a straw rope;
step three: laying geotextile at the bottom of the tree pit, and filling light soil with the thickness of 20-30 cm;
step four: placing the cinnamomum camphora into a tree cave, burying a water level observation pipe, filling soil to cover, and filling 5-6cm thick mixed soil into the geocell after filling;
step five: piling is completed through piling equipment, the top of the timber pile is placed between clamping grooves 12 of clamping seats 11 at two ends, the nut is rotated at the moment, the clamping seats 11 move on a second slide rail until the timber pile is clamped between the clamping seats 11 and is fixedly connected with the nut through bolt columns 13, the rotating shaft is driven to rotate through the work of a hydraulic motor 3 at the moment, further a rotating plate 5 is driven to rotate on a base 1, the inserting angle of the timber pile is adjusted, after the adjustment is completed, a connecting plate 8 and a piling head 9 are driven to continuously lift and hammer the timber pile through the work of a hydraulic rod 7, the clamping seats 11 move downwards along the first slide rail at the moment until the timber pile penetrates through the geocell, the nut is unscrewed at the moment, the movable piling equipment drives 4 timber piles into the geocell at the four corners outside the four corners of the cinnamomum camphora pit, the bottom of the timber pile is wrapped by coarse cloth, penetrates through the geocell and is connected with a basement roof, the timber pile is fixed with the geocell close to the timber pile through a straw rope, and cutting off the part of the timber pile above the geocell.
The diameter of the geocell is more than 3 times of the diameter of the tree pit.
In one embodiment of the present invention, the mixing ratio of the mixed soil is: clay: river sand: quartz sand = 1: 5: 3: 1, can provide frictional force, sideslip resistance, water permeability and crushing resistance of geotechnique's check room and soil body simultaneously.
The piling equipment comprises a base 1, wherein both sides of one end of the base 1 are provided with supporting lugs 2, a rotating plate 5 is rotatably arranged between the supporting lugs 2 at the two ends, a supporting plate 6 is arranged in the middle of one side of the rotating plate 5, a hydraulic rod 7 is arranged in the middle of the top side of the supporting plate 6, a connecting plate 8 is arranged at the telescopic end of the hydraulic rod 7 and below the supporting plate 6, and a piling head 9 is arranged at the bottom of the connecting plate 8;
the sliding plate 10 is arranged on one side of the rotating plate 5 in a sliding mode, the clamping seats 11 are arranged on two ends of one side of the sliding plate 10 in a sliding mode, the clamping grooves 12 are formed in the opposite sides of the clamping seats 11 at two ends, and two ends of the clamping seats 11 at two ends are connected in a penetrating mode through the bolt columns 13.
As an implementation mode of the invention, a hydraulic motor 3 is arranged outside a supporting lug 2 at one side, a rotating shaft 4 is arranged at the output end of the hydraulic motor 3, two ends of the rotating shaft 4 are connected with the supporting lug 2 through bearings, the rotating shaft 4 is fixedly connected with a rotating plate 5, the rotating shaft 4 is driven to rotate through the work of the hydraulic motor 3, the rotating plate 5 is driven to rotate on a base 1, and the insertion angle of the timber pile is adjusted.
As an embodiment of the present invention, the two ends of one side of the rotating plate 5 are both vertically provided with a first slide rail, the bottom of the first slide rail is provided with a first stopper, and the sliding plate 10 is slidably mounted on the first slide rail, so as to achieve the sliding mounting of the sliding plate 10 and the rotating plate 5.
As an embodiment of the present invention, a second slide rail is horizontally disposed on one side of the slide plate 10, and second stoppers are disposed at two ends of the second slide rail, and the holder 11 is slidably mounted on the second slide rail, so as to achieve the sliding mounting of the slide plate 10 and the holder 11.
As an embodiment of the invention, the bolt columns 13 respectively penetrate through the clamping seats 11 at the two ends to be connected with the threads, and the clamping grooves 12 are isosceles trapezoids, so that the clamping of timber piles with different outer diameters is facilitated.
In one embodiment of the present invention, guide rods are mounted at both ends of the top side of the connecting plate 8, and the guide rods penetrate through the supporting plate 6, so as to guide the lifting pile driving head 9.
The invention has the beneficial effects that: the earth work lattice chambers are arranged on the surface of the pile slope, and the relative movement of the earth work lattice chambers in the soil body is reduced through connecting and driving the earth work lattice chambers to the top plate of the basement, so that the stability of the soil body is ensured; the combination of the geogrid and the geotextile is fixed on the side wall of the tree pit by long wooden nails, a deep soil body is reinforced by low-cost materials, and the geogrid is connected to the geocell by a straw rope, so that the integral anti-sliding effect is formed; the surface soil is specially mixed soil, and can provide friction force, lateral movement resistance, water permeability and pressure resistance between the geocell and the soil body; the soil balls of the cinnamomum camphora are guaranteed to be stable when the cinnamomum camphora is planted on the slope of the basement roof with thin backfilled soil, and the situation that the slope collapses or the slope top collapses due to the loss of soil at the bottom of the slope caused by water scouring is avoided. The stability of the slope stacking is ensured, the attractiveness of the landscape is improved, the structure of over-digging, replacing and filling light soil in the tree pit is guaranteed, the water permeability at the bottom of the camphor tree pit is indirectly improved, and the survival rate is improved;
simultaneously place between the double-layered groove 12 of both ends holder 11 through the stake top of pile driving equipment, rotate the nut this moment, holder 11 moves on the second slide rail, until with the stake clamping between holder 11, be connected fixedly through bolt post 13 and nut, be convenient for carry out the clamping to not unidimensional stake fixed, it rotates to drive pivot 4 through hydraulic motor 3 work this moment, and then drive and change board 5 and rotate on base 1, adjust the insertion angle of stake, be convenient for the arbitrary angle of stake insert.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (2)
1. A basement roof cinnamomum camphora planting method is characterized by comprising the following specific operation steps:
the method comprises the following steps: the backfilling soil is designed according to a stacking slope, the height of the stacking slope is 6cm, a layer of geocell is arranged in an area where the cinnamomum camphora is planted, the thickness of the geocell is 5cm, the length of a mesh side is 5cm, and the paving shape is similar to a circle;
step two: cutting off the mesh geocell of the excavated pit area, excavating the pit after clearing, gluing soil on the peripheral side wall inside the pit, pasting a layer of geotextile, laying a layer of geogrid with the mesh side length of 5cm on the inner side of the geotextile, driving a 5-8cm long wooden nail on the geogrid every 30cm after finishing, fixing the wooden nail on the inner wall of the pit by penetrating the geogrid and the geotextile, and binding and fixing the end of the geogrid close to the ground and the edge of the geocell around the pit by a straw rope;
step three: laying geotextile at the bottom of the tree pit, and filling light soil with the thickness of 20-30 cm;
step four: placing the cinnamomum camphora into a tree cave, burying a water level observation pipe, filling soil to cover, and filling 5-6cm thick mixed soil into the geocell after filling;
step five: piling is completed through piling equipment, the top of the timber pile is placed between clamping grooves (12) of clamping seats (11) at two ends, the nut is rotated at the moment, the clamping seats (11) move on a second slide rail until the timber pile is clamped between the clamping seats (11), the timber pile is fixedly connected with the nut through bolt columns (13), the rotating shaft is driven to rotate through the work of a hydraulic motor (3) at the moment, a rotating plate (5) is further driven to rotate on a base (1), the insertion angle of the timber pile is adjusted, after the adjustment is completed, the connecting plate (8) and a piling head (9) are driven to continuously lift and hammer the timber pile through the work of a hydraulic rod (7), the clamping seats (11) move downwards along a first slide rail at the moment until the timber pile penetrates through the geocell, the nut is unscrewed at the moment, 4 timber piles are driven into the position on the surface of the four corners outside the four corners of the cinnamomum camphorwood cave, the bottom of the timber pile is wrapped by coarse cloth and penetrates through the geocell, connecting with the top plate of the basement, fixing the timber pile with the geocell close to the timber pile through a straw rope, and cutting off the part of the timber pile above the geocell;
the mixing proportion of the mixing soil is as follows: clay: river sand: quartz sand = 1: 5: 3: 1;
the pile driving equipment comprises a base (1), wherein two sides of one end of the base (1) are respectively provided with a supporting lug (2), a rotating plate (5) is rotatably arranged between the supporting lugs (2) at two ends, the middle part of one side of the rotating plate (5) is provided with a supporting plate (6), the middle part of the top side of the supporting plate (6) is provided with a hydraulic rod (7), the telescopic end of the hydraulic rod (7) is positioned below the supporting plate (6) and is provided with a connecting plate (8), and the bottom of the connecting plate (8) is provided with a pile driving head (9);
a sliding plate (10) is slidably mounted on one side of the rotating plate (5), clamping seats (11) are slidably mounted at two ends of one side of the sliding plate (10), clamping grooves (12) are formed in opposite sides of the clamping seats (11) at two ends, and two ends of the clamping seats (11) at two ends are in penetrating connection through bolt columns (13);
a hydraulic motor (3) is arranged on the outer side of the supporting lug (2) on one side, a rotating shaft (4) is arranged at the output end of the hydraulic motor (3), two ends of the rotating shaft (4) are connected with the supporting lug (2) through bearings, and the rotating shaft (4) is fixedly connected with a rotating plate (5);
a first slide rail is vertically arranged at each of two ends of one side of the rotating plate (5), a first stop block is arranged at the bottom of the first slide rail, and the sliding plate (10) is slidably arranged with the first slide rail;
a second sliding rail is horizontally arranged on one side of the sliding plate (10), second stop blocks are arranged at two ends of the second sliding rail, and the clamping seat (11) is slidably mounted with the second sliding rail;
the bolt columns (13) respectively penetrate through the clamping seats (11) at the two ends to be connected with the threads, and the clamping grooves (12) are isosceles trapezoids in shape;
guide rods are installed at two ends of the top side of the connecting plate (8) and penetrate through the supporting plate (6).
2. The basement roof cinnamomum camphora planting method according to claim 1, wherein the diameter of the geocell is more than 3 times the diameter of the tree hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011203303.5A CN112314303B (en) | 2020-11-02 | 2020-11-02 | Basement roof cinnamomum camphora planting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011203303.5A CN112314303B (en) | 2020-11-02 | 2020-11-02 | Basement roof cinnamomum camphora planting method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112314303A CN112314303A (en) | 2021-02-05 |
| CN112314303B true CN112314303B (en) | 2022-09-16 |
Family
ID=74324212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011203303.5A Active CN112314303B (en) | 2020-11-02 | 2020-11-02 | Basement roof cinnamomum camphora planting method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112314303B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003105737A (en) * | 2001-09-29 | 2003-04-09 | Nisshoku Corp | Steel sheet pile hydrophilic bulkhead structure |
| CN101787742A (en) * | 2010-02-03 | 2010-07-28 | 深圳大学 | Planted roof soil lower deformation joint construction structure and construction method thereof |
| CN202047535U (en) * | 2011-01-17 | 2011-11-23 | 苏州市建筑设计研究院有限责任公司 | Microtopographic structure for planting trees on roofs |
| JP2013245527A (en) * | 2012-05-29 | 2013-12-09 | Doraafutaito Kogyo Kk | Drain ditch structure constructed on slab, and concrete form fixing member |
| KR20140073061A (en) * | 2012-12-06 | 2014-06-16 | 엄기형 | Drainboard for landscape artificial ground drainage connecting system |
| CN204244770U (en) * | 2014-09-10 | 2015-04-08 | 梅州市城市规划设计院 | A kind of greenery patches, garden road mima type microrelief structure |
| CN204551920U (en) * | 2015-03-17 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of planted roof plate constructing structure |
| CN105830738A (en) * | 2016-05-12 | 2016-08-10 | 广州城建职业学院 | Planting soil layer and foundation suitable for greening planting of top plate of underground garage |
| CN107182699A (en) * | 2017-07-13 | 2017-09-22 | 上海园林绿化建设有限公司 | Monoblock type arbor ground prop construction |
| CN107419855A (en) * | 2017-06-06 | 2017-12-01 | 广州城建职业学院 | A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage |
| CN110541423A (en) * | 2019-09-10 | 2019-12-06 | 巩广朋 | High-steep bare rock slope ecological restoration system and method |
-
2020
- 2020-11-02 CN CN202011203303.5A patent/CN112314303B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003105737A (en) * | 2001-09-29 | 2003-04-09 | Nisshoku Corp | Steel sheet pile hydrophilic bulkhead structure |
| CN101787742A (en) * | 2010-02-03 | 2010-07-28 | 深圳大学 | Planted roof soil lower deformation joint construction structure and construction method thereof |
| CN202047535U (en) * | 2011-01-17 | 2011-11-23 | 苏州市建筑设计研究院有限责任公司 | Microtopographic structure for planting trees on roofs |
| JP2013245527A (en) * | 2012-05-29 | 2013-12-09 | Doraafutaito Kogyo Kk | Drain ditch structure constructed on slab, and concrete form fixing member |
| KR20140073061A (en) * | 2012-12-06 | 2014-06-16 | 엄기형 | Drainboard for landscape artificial ground drainage connecting system |
| CN204244770U (en) * | 2014-09-10 | 2015-04-08 | 梅州市城市规划设计院 | A kind of greenery patches, garden road mima type microrelief structure |
| CN204551920U (en) * | 2015-03-17 | 2015-08-12 | 中国建筑第六工程局有限公司 | A kind of planted roof plate constructing structure |
| CN105830738A (en) * | 2016-05-12 | 2016-08-10 | 广州城建职业学院 | Planting soil layer and foundation suitable for greening planting of top plate of underground garage |
| CN107419855A (en) * | 2017-06-06 | 2017-12-01 | 广州城建职业学院 | A kind of large-scale arbor implantation methods suitable on top plate of underground parking garage |
| CN107182699A (en) * | 2017-07-13 | 2017-09-22 | 上海园林绿化建设有限公司 | Monoblock type arbor ground prop construction |
| CN110541423A (en) * | 2019-09-10 | 2019-12-06 | 巩广朋 | High-steep bare rock slope ecological restoration system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112314303A (en) | 2021-02-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101288496B1 (en) | Retaining wall with the function of angle adjustmetnt for precast panel | |
| CN106400776B (en) | Lowland barged-in fill drainage system and bottom vacuumize preloading method | |
| CN201826318U (en) | Simple ecological slope protecting structure for loose soil of road | |
| CN105735345A (en) | Composite type supporting and retaining structure and construction method adopting supporting and retaining structure | |
| CN104060601B (en) | The construction method of utilizing precast construction stake pile foundation to carry out ground processing | |
| CN105155602A (en) | Multi-support foundation strengthening comprehensive controlling method | |
| CN109868826B (en) | Firm-structure foundation pit and earth excavation method thereof | |
| CN112314303B (en) | Basement roof cinnamomum camphora planting method | |
| CN103643686A (en) | Retaining structure of water-saturated landslide with gradual slope ratio and construction method | |
| CN206189446U (en) | Retaining wall with plant groove | |
| CN204703189U (en) | A kind of cutting barricade being applicable to crevice water, diving growth | |
| CN216475115U (en) | Recyclable slope lamination green protection grid | |
| CN206189384U (en) | Board device is planted to dredger fill plastics drain bar | |
| CN113494096B (en) | Splicing type reinforcing device for gravel soil of steep slope in mountain area | |
| CN212656252U (en) | Novel transmission line tower foundation | |
| CN106436683B (en) | Rinse fill plastic draining board plants panel assembly | |
| CN219157536U (en) | Ecological bank protection suitable for plain river network area | |
| CN109183811B (en) | Deformation-resistant foundation pit supporting structure and construction method thereof | |
| CN111576469A (en) | Novel power transmission line tower foundation and construction method | |
| CN112030877A (en) | Bank protection engineering construction method and bank protection structure thereof | |
| CN106337409A (en) | Method for treating peat soil foundation through preloading in combination with salt piles | |
| CN202370000U (en) | Counterfort type reinforced concrete retaining wall provided with oblique back plate | |
| CN214614091U (en) | Deep foundation pit excavation combined supporting structure suitable for aeolian sand stratum | |
| CN113711883B (en) | Underground lodging-resistant structure for arbor transplantation and construction method | |
| CN110172987B (en) | Overwater open caisson crossing platform method suitable for deep and thick soft foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |