CN115045541A - Rockery construction process for natural growth of simulation plant in stone gap - Google Patents
Rockery construction process for natural growth of simulation plant in stone gap Download PDFInfo
- Publication number
- CN115045541A CN115045541A CN202210817025.5A CN202210817025A CN115045541A CN 115045541 A CN115045541 A CN 115045541A CN 202210817025 A CN202210817025 A CN 202210817025A CN 115045541 A CN115045541 A CN 115045541A
- Authority
- CN
- China
- Prior art keywords
- rockery
- stone
- layer
- plant
- building
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C5/00—Processes for producing special ornamental bodies
- B44C5/06—Natural ornaments; Imitations thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
Abstract
The invention discloses a rockery construction process for the natural growth of a simulation plant in a stone gap, which comprises the following steps: s1, positioning and lofting; s2, excavating a rockery foundation; s3, constructing a rockery foundation, and S4, building rockery landscape stone: according to the position and the number of water falling levels in a construction drawing, building the rockery stone layer by layer, reserving a plant planting space in the building process of each layer of rockery stone, hoisting the plant to the reserved planting space for planting, building the rockery stone layer along the periphery of the plant soil ball, and building the rockery by layer; and S5, later debugging and finishing. The rockery scenery plants in the reserved plant planting space in the building process, the planting angle of the plants can be adjusted conveniently, the plants grow naturally like in stone seams, the rockery and the plants are integrated, the simulation is high, the time sedimentation sense is stronger, and the historical weight and time sedimentation sense required by the scenic spot are created.
Description
Technical Field
The invention relates to the technical field of landscape building construction, in particular to a rockery construction process for natural growth of a simulation plant in a stone gap.
Background
The rockery is a simulated natural stone landscape built by natural stones or artificial stones, originates from a real mountain, is typical, modeled and artistic to the real mountain, and is an artistic reproduction of the real mountain. The rockery has various landscaping functions, such as forming a main scene or a terrain skeleton of a garden, dividing and organizing garden space, arranging courtyards, revetments, slope protection and soil retaining, and arranging a natural flower bed. Meanwhile, the artificial landscape can be combined with garden buildings, garden roads, fields and garden plants to form a scene rich in change, so that the artificial atmosphere is reduced, the natural interest is increased, and the garden buildings are converged into a landscape environment.
The existing rockery construction process comprises the following steps: surveying the terrain, drawing, moulding, simulating weight, selecting stones, setting off lines, digging foundation grooves, building foundation machinery, arranging stones, arranging the stones, stacking in layers, filling, topping, inlaying stones, pointing, maintaining, supporting, debugging, covering soil, planting green, clearing away fields and the like.
Disclosure of Invention
In order to solve the problems existing in the background technology, the invention provides an artificial hillock construction process for the natural growth of the simulation plants in the stone cracks, the artificial hillock scenery is synchronously planted with plants in the reserved plant planting space in the building process, the planting angle of the plants can be conveniently adjusted to form the effect that the plants naturally grow in the stone cracks, so that the artificial hillock and the plants are integrated, the simulation is high, the time sedimentation sense is stronger, and the historical hardening sense and the time sedimentation sense required by the construction of the cultural and tourist scenic spots are created.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention provides a rockery construction process for the natural growth of a simulation plant in a stone gap, which comprises the following steps:
s1, positioning and lofting: determining a rockery construction area according to the rockery construction general plan and marking;
s2, excavating a rockery foundation: calculating the elevation of a rockery base according to a rockery construction drawing, calculating the excavation amount with the actually measured elevation on site, and excavating the base of the rockery body according to the site condition;
s3, rockery foundation construction: tamping, gravel laying, plain concrete cushion layer pouring, reinforcing steel bar installation, foundation concrete pouring and the like on the excavated rockery base to form the rockery base,
s4, building rockery and stone: according to the position and the number of water falling levels in a construction drawing, building the rockery stone layer by layer, reserving a plant planting space in the building process of each layer of rockery stone, hoisting the plant to the reserved planting space for planting, building the rockery stone layer along the periphery of the plant soil ball, and building the rockery by layer;
s5, later debugging and finishing: and (5) debugging the overall effect of the rockery waterfall, and carrying out comprehensive inspection and finishing.
In the above technical scheme:
the specific operation process of positioning lofting comprises the following steps:
firstly, marking the positioning coordinates of the rockery in a total plan of rockery construction, using a GPS to perform accurate fixed-point lofting, driving reinforcing steel bars into fixed-point positions one by one and marking, connecting the marked reinforcing steel bars by using a construction line to form an outer contour line of the rockery, widening by 50cm on the basis of the outer contour line, and spraying a lime line by using white lime.
The concrete operation process of the rockery foundation excavation comprises the following steps:
1) preparation work before excavation: 1. firstly calculating the elevation of a rockery base according to a rockery construction drawing, and calculating the excavation amount with the on-site measured elevation; 2. preparing tools such as a level gauge, a tower ruler, a measuring tape, a tamping machine, a shovel, a rickshaw and the like; 3.1 station 1m 3 A bucket capacity hydraulic single bucket excavator, and 2 20t dump trucks (for transporting excess earth outside); 4. according to the site construction site and the construction drawing, the east part of the rockery is a basement garage top plate (without excavation), and the west part of the rockery is excavated according to the elevation of the basement;
2) foundation excavation: according to the field situation, the foundation excavation on the west side of the rockery is from north to south, when the foundation is excavated to the top plate of the basement on the east side of the rockery, excavation is carried out at a position 20cm away from the top plate of the basement (the top plate of the basement is prevented from being damaged by an excavator, and the rest part is excavated manually), and meanwhile, excavated earthwork is directly loaded into a dump truck by the excavator and is transferred to an earth unloading point in a short time; when excavating, the elevation of the substrate must be controlled well, 15-30cm of the substrate is left for manual excavation and is tamped by a tamping machine until the designed elevation is reached.
The concrete operation process of the rockery foundation construction comprises the following steps:
1) laying rockery broken stones and pouring plain concrete cushion layers:
1. installing a cushion layer template: carrying out accurate fixed-point lofting by using a GPS, driving wood piles into fixed-point positions one by one to be marked, connecting the marked wood piles by using construction lines to form an outer contour line of the rockery, widening 10cm on the outer contour line base, spraying a lime line by using white lime, installing a template according to the position of the lime line, and controlling the height of the template;
paving broken stones with the thickness of 2.100 mm: and controlling the surface flatness, elevation and thickness.
C20 plain concrete cushion layer pouring: the concrete is poured by adopting a pumping mode on site, the inserting type vibrating rods are used for quickly inserting and slowly pulling, inserting points are uniformly arranged and move point by point in sequence, omission is avoided, uniform compaction is achieved, and the height of the concrete is well controlled.
2) Rockery foundation line snapping:
cleaning a plain concrete cushion layer base layer, carrying out accurate fixed-point lofting by using a GPS (global positioning system), and using ink fountains to bounce lines and construction lines for arc lines one by one at the fixed-point position.
3) Rockery foundation reinforced concrete
1. Mounting a rockery template: installing a template according to the positions of the elastic lines and the construction lines, and controlling the height of the template;
2. mounting rockery steel bars: placing reinforcing steel bars according to a construction drawing, wherein the variety, specification, spacing, number and anchoring length of the reinforcing steel bars meet the design requirement;
3. pouring rockery foundation concrete: according to the method, concrete C30P6 is poured in a pumping mode on site, an insertion type vibrating rod is used for quickly inserting and slowly pulling, insertion points are uniformly arranged and moved point by point in sequence, omission is avoided, uniform compaction is achieved, the elevation of the concrete is well controlled, and a rockery foundation is formed.
Specifically, in step S4, when the bottom false mountain scenery is built, the plant planting space is located at the junction of the top plate of the basement garage, an extruded sheet is laid on the bottom of the plant planting space, and the extruded sheet is pressed by the scenery stone.
Specifically, in step S4, when each layer of rockery stone is laid, the rockery stones lean against each other to form a whole, after the laying of each layer of rockery stone is completed, the outer sides of the rockery stones and the inner sides of the drop positions are broken by small stones and then filled and embedded, and then the ratio of 1: 2, pointing cement mortar, pouring and vibrating fine stone concrete among the scenic stones and at the bottom of the water drop position, and washing off the concrete on the scenic stones in time.
Specifically, when cement mortar is used for pointing, the cement mortar is subjected to color mixing in advance according to the color of the scenery stone, and the width of a seam between the scenery stones after pointing treatment is less than 2 cm.
Specifically, in step S4, when building the rockery, after the rockery at the drop position is built, it is necessary to ensure that the upper opening of the water outlet is straight, the pipe of the water outlet at the drop position is closed, the pipe penetrating through the rockery and the rockery are subjected to waterproof treatment, and the interior of the drop position is subjected to waterproof treatment.
Specifically, a surface waterproof layer, a waterproof mortar layer and an inner side waterproof layer are sequentially arranged inside the water drop position from outside to inside.
Specifically, in step S4, the plants planted in the planting space are mainly arbor plants.
For the cultural tourist scenic spot, the historical condensation and time sedimentation needs to be created through the plant shape on the rockery, so the simulation requirement on the plant is high, the arbor plants are large, the existing planting method is adopted, the rockery and the rockery are not easy to be well integrated, the plants are synchronously planted in each layer of planting space in the stone building process through the method, the effect that the plants naturally grow in the stone cracks is formed, the rockery and the plants are integrated, the simulation is high, the time sedimentation is stronger, and the historical condensation and time sedimentation needed by the cultural tourist scenic spot are created.
Compared with the prior art, the invention has the following beneficial effects:
in the process of building the rockery and the landscape stones, the rockery and the landscape stones are built layer by layer, in the process of building each layer of rockery and the landscape stones, a planting space for planting plants is reserved in advance, large-scale plants such as trees are hoisted to the reserved planting space to be planted, then the rockery and the landscape stones are built around the plants according to the direction of the plants, the planting angle of the plants can be conveniently adjusted, so that the effect that the plants grow naturally like in stone seams is formed, the rockers and the plants are integrated, the simulation is high, the time sedimentation sense is stronger, and the historical condensation and weight sense and the time sedimentation sense required by the scenic spot of the Chinese tour are created.
Drawings
The invention is described in further detail below with reference to specific embodiments and with reference to the following drawings.
FIG. 1 is a structural diagram of a rockery after construction is completed in an embodiment of the present invention.
Detailed Description
The present invention will be described in detail with reference to the following examples, which are provided for illustrative purposes only and are not intended to limit the scope of the present invention. Any obvious modifications or variations can be made to the present invention without departing from the spirit or scope of the present invention.
The embodiment of the invention discloses a rockery construction process for the natural growth of a simulation plant in a stone gap, which comprises the following steps:
s1, positioning and lofting:
firstly, marking the positioning coordinates of the rockery in a total plan of rockery construction, using a GPS to perform accurate fixed-point lofting, driving reinforcing steel bars into fixed-point positions one by one and marking, connecting the marked reinforcing steel bars by using a construction line to form an outer contour line of the rockery, widening by 50cm on the basis of the outer contour line, and spraying a lime line by using white lime.
S2, excavating a rockery foundation:
1) preparation work before excavation:
1. firstly calculating the elevation of a rockery base according to a rockery construction drawing, and calculating the excavation amount with the on-site measured elevation;
2. preparing tools such as a level gauge, a tower ruler, a measuring tape, a tamping machine, a shovel, a rickshaw and the like;
3.1 station 1m 3 A bucket capacity hydraulic single bucket excavator, and 2 20t dump trucks (for transporting excess earth outside);
4. according to the site construction site and the construction drawing, the east part of the rockery is a basement garage top plate (without excavation), and the west part of the rockery is excavated according to the elevation of the basement;
2) foundation excavation: according to the field situation, the foundation excavation on the west side of the rockery is from north to south, when the foundation is excavated to the top plate of the basement on the east side of the rockery, excavation is carried out at a position 20cm away from the top plate of the basement (the top plate of the basement is prevented from being damaged by an excavator, and the rest part is excavated manually), and meanwhile, excavated earthwork is directly loaded into a dump truck by the excavator and is transferred to an earth unloading point in a short time; when excavating, the elevation of the substrate must be controlled well, 15-30cm of the substrate is left for manual excavation and is tamped by a tamping machine until the designed elevation is reached.
S3, rockery foundation construction:
1) laying rockery broken stones and pouring plain concrete cushion layers:
1. installing a cushion layer template: carrying out accurate fixed-point lofting by using a GPS, driving wood piles into fixed-point positions one by one to be marked, connecting the marked wood piles by using construction lines to form an outer contour line of the rockery, widening 10cm on the outer contour line base, spraying a lime line by using white lime, installing a template according to the position of the lime line, and controlling the height of the template;
paving broken stones with the thickness of 2.100 mm: and controlling the surface flatness, elevation and thickness.
C20 plain concrete cushion layer pouring: the concrete is poured by adopting a pumping mode on site, the inserting type vibrating rods are used for quickly inserting and slowly pulling, inserting points are uniformly arranged and move point by point in sequence, omission is avoided, uniform compaction is achieved, and the height of the concrete is well controlled.
2) Rockery foundation line snapping:
cleaning a plain concrete cushion layer base layer, carrying out accurate fixed-point lofting by using a GPS (global positioning system), and using ink fountains to bounce lines and construction lines for arc lines one by one at the fixed-point position.
3) Rockery foundation reinforced concrete
1. Mounting a rockery template: installing a template according to the positions of the elastic lines and the construction lines, and controlling the height of the template;
2. mounting rockery steel bars: placing reinforcing steel bars according to a construction drawing, wherein the variety, specification, spacing, number and anchoring length of the reinforcing steel bars meet the design requirement;
3. pouring rockery foundation concrete: according to the method, concrete C30P6 is poured in a pumping mode on site, an insertion type vibrating rod is used for quickly inserting and slowly pulling, insertion points are uniformly arranged and moved point by point in sequence, omission is avoided, uniform compaction is achieved, the elevation of the concrete is well controlled, and a rockery foundation is formed.
S4, building rockery and stone:
according to construction drawings, the south and north sides of the rockery have 5 (2 in the north side and 3 in the south side) drop water levels with different heights, and the drop water width in the north side is larger than that in the south side, so that the rockery is laid by three layers in the embodiment; the GPS is used for accurately setting out each water drop level at fixed points, the contour lines are sprayed out by using spray paints of different colors and the heights are marked, so that the elevation can be well controlled when the stone is built.
S5, building rockery and stone:
1) according to the water drop positions of the rockery and the trend of the water supply pipeline, the PE (polyethylene) pipelines are reasonably arranged, and the height of each PE pipeline is determined according to the elevation of each water drop position;
2) the rockery and the base stone adopt old mountain stones, and after careful selection and screening, particularly, the rockery stones needing to be placed at important positions are marked in advance;
3) determining the planting position of a bottom layer of big tree plant according to a construction drawing, then opening a specific planting space for planting the big tree plant, specially selecting big trees to enter the bottom layer, hoisting the big trees into the planting space for planting, then building (bottoming) bottom layer pseudo mountain landscapes along the periphery of a plant soil ball, wherein the distance between the landscapes and the landscapes cannot be too large, the landscapes and the landscapes must be abutted together to form a whole, and reserving a planting hole for planting shrubs and flowers; after all the bottom layer scenic stones are built, the outer sides of the scenic stone rooms are broken by small stones and then are filled and embedded, and the weight ratio of 1: 2, jointing the cement mortar, wherein the joint width is less than 2cm, the joint reaches the flatness, the jointing mortar is firstly mixed with colors, and the color of the jointing mortar is close to that of the landscape stone after the jointing mortar is dried slightly; after the outside of the stone is completely sewed, pouring seams among the C20 fine stone concrete stones, and tamping the stones in place by using an inserted vibrating bar; meanwhile, the planting space for planting the bottom layer of large arbor plants is arranged at the junction of the top plate of the basement garage as much as possible, the load of the top plate of the basement can be reduced, a polystyrene extruded sheet with the thickness of 1.5 m needs to be placed in the planting space, and in order to increase the overall firmness, the extruded sheets are laid in layers and pressed by landscape stones, so that the basement garage is more stable and natural;
4) determining the planting position of a second layer of large arbor plants, then setting a specific planting space for planting the large arbor plants, entering the second layer of specially selected large arbors into the field, hoisting the second layer of specially selected large arbors into the reserved planting space for planting, then building a second layer of artificial mountain landscape stones along the periphery of a plant soil ball, gradually gathering the landscape stones inwards, firstly carrying out actual measurement once on the whole elevation, respectively beating horizontal lines by using infrared rays according to the actual measurement elevation according to the marked water drop position of the bottom layer, and reserving planting holes for planting shrub flowers; when the suspended and overhead landscape stone is built, the gravity center and the suspension size of the landscape stone must be controlled, the balance of the suspended part of the presser foot stone is ensured, and a self-made wood support (which is dismantled after being stabilized) can be adopted to ensure the stability; after the scenic stones at the water drop port are built, the upper port of the water outlet is required to be straight, and the water can be cut and trimmed by a stone cutting machine, so that the flowing water is ensured to be smooth; closing the PE pipe at the water outlet in the water dropping position, and performing waterproof treatment on the PE pipe penetrating out of the landscape stone; after all second layers of landscape stones are built, the outer sides of the landscape stone rooms and the inner sides of the water drop positions are broken by small stones and then are filled and embedded, and then the ratio of 1: 2, pointing cement mortar; pouring seams among the scenic stones and pouring and vibrating the bottoms of the water drop positions by using C20 fine stone concrete, and timely washing off the concrete on the scenic stones to avoid the influence on the attractiveness due to the incapability of cleaning; the water drop position is treated by using a JS water-based waterproof agent third-degree (inner waterproof layer), M10 waterproof mortar (waterproof mortar layer) with the thickness of 20 and a JS water-based waterproof agent third-degree (surface waterproof layer), so that water seepage and water leakage are prevented, and the overall waterfall effect is influenced; marking the water drop position of the second layer, and backfilling earthwork at the planting and remaining position of the big arbor;
5) determining the planting position of a third layer of large arbor plants, then setting a specific planting space for planting the large arbor plants, specially selecting large arbors for entering a field and hoisting the large arbors to the planting space for planting, then stacking a third layer of rockery along the periphery of a plant soil ball, wherein the stacking of the landscape stone is inwards folded to be smaller and more difficult, the grains are not disordered, the blocks are not uniform, the seams are not multiple, the stone seeds, the stone colors and the grains are consistent, and the shape is natural and complete; firstly, carrying out actual measurement on the whole elevation once, respectively marking out horizontal lines by using infrared rays according to the marked water drop position of the second layer and the actual measurement elevation, starting building, reserving planting holes for planting shrubs and flowers, and building layers in a staggered manner to form the later water drop waterfall effect; when the suspended and overhead landscape stone is built, the gravity center and the suspension size of the landscape stone must be controlled, the balance of the suspended part of the presser foot stone is ensured, and the presser foot stone is supported by a self-made wood (is dismantled after being stabilized) for ensuring the stability; after the landscape stone at the water drop port is built, the upper port of the water outlet is required to be straight, and a stone cutting machine can be used for cutting and trimming to ensure smooth flowing water; closing the PE pipe at the water outlet in the water dropping position, and performing waterproof treatment on the PE pipe stone penetrating out of the landscape stone; after all the third layer of landscape stone masonry is built, the outer sides of the landscape stone rooms and the inner sides of the water drop positions are broken by small stone materials and then are filled and embedded, and the ratio of 1: 2, pointing cement mortar; pouring seams among the scenic stones and pouring and vibrating the bottoms of the water drop positions by using C20 fine stone concrete, and timely washing off the concrete on the scenic stones to avoid the influence on the attractiveness due to the incapability of cleaning; the water drop position is treated by using a JS water-based waterproof agent with three degrees, 20-thick M10 waterproof mortar and a JS water-based waterproof agent with three degrees, so that water seepage and water leakage are prevented, the whole waterfall effect is influenced, the reserved shrub flower planting parts on each layer are synchronously planted in the stone-stacking process, the effect that plants grow out naturally like in stone cracks is formed, and the rockery and the plants are integrated.
S6, later debugging and finishing: the overall effect of the waterfall of the rockery is debugged, if the problem of water flow at the position of the water drop port occurs, the rockery is trimmed again, the structure of the rockery after construction is as shown in figure 1, the rockery and the plants are integrated, and the simulation is high.
In summary, in the process of building the rockery and the stone, the rockery and the stone are built layer by layer, in the process of building each layer of the rockery and the stone, a planting space for planting plants is reserved in advance, large-scale plants such as trees are hoisted to the reserved planting space to be planted, then the rockery and the stone are built around the planted plants according to the trend of the plants, the planting angle of the plants can be adjusted conveniently, so that the plants grow naturally like the seams of the stone, the rockery and the plants are integrated, the simulation is high, the time sedimentation sense is stronger, and the historical weight sense and the time sedimentation sense required by the construction of a scenic spot are created.
The present invention has been described in terms of specific examples, which are provided to aid understanding of the invention and are not intended to be limiting. For a person skilled in the art to which the invention pertains, several simple deductions, modifications or substitutions may be made according to the idea of the invention.
Claims (7)
1. A rockery construction process for the natural growth of a simulation plant in a stone gap is characterized by comprising the following steps:
s1, positioning and lofting: determining a rockery construction area according to the rockery construction general plan and marking;
s2, excavating a rockery foundation: calculating the elevation of a rockery base according to a rockery construction drawing, calculating the excavation amount with the actually measured elevation on site, and excavating the base of the rockery body according to the site condition;
s3, rockery foundation construction: tamping, gravel laying, plain concrete cushion layer pouring, reinforcing steel bar installation, foundation concrete pouring and the like on the excavated rockery base to form the rockery base,
s4, building rockery and stone: according to the position and the number of water falling levels in a construction drawing, building the rockery stone layer by layer, reserving a plant planting space in the building process of each layer of rockery stone, hoisting the plant to the reserved planting space for planting, building the rockery stone layer along the periphery of the plant soil ball, and building the rockery by layer;
s5, later debugging and finishing: and (5) debugging the overall effect of the rockery waterfall, and carrying out comprehensive inspection and finishing.
2. The rockery construction process of the simulation plant naturally growing in the stone gap as claimed in claim 1, wherein in step S4, when the bottom layer of rockery is built up by stone, the plant planting space is located at the boundary of the top plate of the garage, and an extruded plate is laid at the bottom of the planting space and pressed by stone.
3. The rockery construction process of the simulation plant naturally growing in the stone gap as claimed in claim 1, wherein in step S4, when each layer of rockery stone is built, the rockery stone leans against each other to form a whole, after the building of each layer of rockery stone is completed, the outer side of the rockery stone and the inner side of the drop position are broken by small stones, then are filled and embedded, and then the ratio of 1: 2, pointing cement mortar, pouring and vibrating fine stone concrete among the scenic stones and at the bottom of the water drop position, and washing off the concrete on the scenic stones in time.
4. The rockery construction process for the natural growth of the dummies in the seams between the stones as claimed in claim 3, wherein when cement mortar is used for pointing, the color of the cement mortar is adjusted in advance according to the color of the stones, and the width of the seams between the stones after pointing is less than 2 cm.
5. The rockery construction process of the nature growth of the plant in the stone gap as claimed in claim 1, wherein in step S4, when the rockery is built, the water outlet has to be kept straight after the stone is built at the water drop position, the pipe of the water outlet at the water drop position is closed, the pipe penetrating through the stone and the stone are treated with water-proof treatment, and the interior of the water drop position is treated with water-proof treatment.
6. The artificial hill construction process for the natural growth of the simulation plant in the stone gap as claimed in claim 5, wherein a surface waterproof layer, a waterproof mortar layer and an inner waterproof layer are sequentially arranged inside the water drop position from outside to inside.
7. The rockery construction process of the plant of claim 1, wherein said step S4 is carried out by planting the plant in said space, said plant is mainly arbor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210817025.5A CN115045541A (en) | 2022-07-12 | 2022-07-12 | Rockery construction process for natural growth of simulation plant in stone gap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210817025.5A CN115045541A (en) | 2022-07-12 | 2022-07-12 | Rockery construction process for natural growth of simulation plant in stone gap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN115045541A true CN115045541A (en) | 2022-09-13 |
Family
ID=83165818
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210817025.5A Pending CN115045541A (en) | 2022-07-12 | 2022-07-12 | Rockery construction process for natural growth of simulation plant in stone gap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115045541A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130068894A (en) * | 2011-12-16 | 2013-06-26 | 박준석 | An artificial hill structrue |
| CN204978036U (en) * | 2015-07-28 | 2016-01-20 | 浙江人文园林有限公司 | Nature formula ecological feature view artificial hillock |
| CN105835606A (en) * | 2016-05-17 | 2016-08-10 | 棕榈生态城镇发展股份有限公司 | Landscape organizing method for rubble and artificial hills and construction technology |
| CN108642994A (en) * | 2018-07-05 | 2018-10-12 | 广州市花木公司 | The tree pond of environmental protection breathable |
| CN109729904A (en) * | 2019-03-11 | 2019-05-10 | 山东海岱园林集团有限公司 | A kind of method and device for planting landscape trees in pond |
| CN110341368A (en) * | 2019-08-02 | 2019-10-18 | 无锡市天合景观工程有限公司 | Courtyard landscape design manually stacks diamond stone artificial hillock construction technology |
-
2022
- 2022-07-12 CN CN202210817025.5A patent/CN115045541A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130068894A (en) * | 2011-12-16 | 2013-06-26 | 박준석 | An artificial hill structrue |
| CN204978036U (en) * | 2015-07-28 | 2016-01-20 | 浙江人文园林有限公司 | Nature formula ecological feature view artificial hillock |
| CN105835606A (en) * | 2016-05-17 | 2016-08-10 | 棕榈生态城镇发展股份有限公司 | Landscape organizing method for rubble and artificial hills and construction technology |
| CN108642994A (en) * | 2018-07-05 | 2018-10-12 | 广州市花木公司 | The tree pond of environmental protection breathable |
| CN109729904A (en) * | 2019-03-11 | 2019-05-10 | 山东海岱园林集团有限公司 | A kind of method and device for planting landscape trees in pond |
| CN110341368A (en) * | 2019-08-02 | 2019-10-18 | 无锡市天合景观工程有限公司 | Courtyard landscape design manually stacks diamond stone artificial hillock construction technology |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104652360B (en) | Vegetation bag ecological slope protection construction method and vegetation bag rainwater treatment system | |
| CN103774616B (en) | From the Ecological Retaining Wall construction method that embedded block is built by laying bricks or stones | |
| CN110552356B (en) | Comprehensive treatment system for hanging slag on lower side slope of road in plateau area and construction method thereof | |
| CN105625443A (en) | High-steep soil nail grass planting slope protection structure system and construction method thereof | |
| CN109235365A (en) | A kind of self-locking ecological revetment brick construction method | |
| CN109723068A (en) | Rise steeply concrete frame lattice beam slope protection system and construction method are grown conducive to side slope vegetation | |
| CN106759399A (en) | A kind of side slope vegetation ecological recovery system and method | |
| CN107100184A (en) | Caved in the composite foundation and construction method with sapping area for arid biogeographic zone earthen ruins | |
| CN114032927B (en) | Construction method for recovering vegetation with water-retaining soil-fixing function on side slope wound surface | |
| CN211006526U (en) | Road soil slope green ecological protection structure suitable for ecological sensitive area | |
| CN115045541A (en) | Rockery construction process for natural growth of simulation plant in stone gap | |
| CN111851572A (en) | Self-embedded ecological building block, retaining wall and construction method of retaining wall | |
| CN113812238B (en) | Ecological restoration method for vegetation in mine stone yard | |
| CN205975653U (en) | Independent bearing platform structure of soil child mould construction | |
| CN114635432A (en) | Construction method of composite ecological slope protection of foundation pit | |
| CN1739331A (en) | Re-greening technology of high gradient slope in stone pit | |
| CN114457841A (en) | Concrete retaining wall hard landscape ecological softening structure and construction method thereof | |
| CN211037008U (en) | Comprehensive treatment system for slope slag-adhering under plateau area road | |
| CN114108561A (en) | Plant-growing concrete slope protection and construction process thereof | |
| CN206829165U (en) | Caved in the composite foundation with sapping area for arid biogeographic zone earthen ruins | |
| EP0285202A1 (en) | Process for contouring garden and landscape | |
| CN111593747A (en) | Permanent side slope ecological concrete pouring process | |
| CN211210816U (en) | Landscape district tree planting cultivation structure | |
| KR102354156B1 (en) | Artificial Garden Landscaping Method | |
| CN211607505U (en) | Wall body planting technique device |
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 |