CN108656831B - Composite framework laminated stone plastic hill and construction method - Google Patents
Composite framework laminated stone plastic hill and construction method Download PDFInfo
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- CN108656831B CN108656831B CN201810440715.7A CN201810440715A CN108656831B CN 108656831 B CN108656831 B CN 108656831B CN 201810440715 A CN201810440715 A CN 201810440715A CN 108656831 B CN108656831 B CN 108656831B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B44—DECORATIVE ARTS
- B44C—PRODUCING DECORATIVE EFFECTS; MOSAICS; TARSIA WORK; PAPERHANGING
- B44C3/00—Processes, not specifically provided for elsewhere, for producing ornamental structures
- B44C3/04—Modelling plastic materials, e.g. clay
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- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
Abstract
The invention relates to a stone-stacking plastic hill with a composite framework, which comprises a stone-stacking rockery, a locking connection pile-bearing type foundation and a composite steel framework; the bottom of the rock-stacking rockery is provided with a locking connection pile bearing type foundation, the upper part of the locking connection pile bearing type foundation is provided with an integral raft or a grid type bar foundation, and the upper part of the integral raft or the grid type bar foundation is provided with a combined type steel skeleton; the locking connection pile bearing type foundation comprises a prestressed pipe pile, a sizing end-sealing hanging plate, hanging ribs, an enlarged connection upper end plate, an enlarged connection lower end plate, an embedded connection end and a reinforced long screw rod. The invention has the beneficial effects that: the shaped end-capped hanging plate with the water-swellable rubber ring is arranged in the prestressed tubular pile, and hanging ribs are arranged on the hanging plate, so that the prestressed tubular pile is convenient to hoist and place; concrete is poured into the cavity at the upper part of the shaped end-sealing hanging plate, so that the prestressed pipe pile and the embedded connecting end are connected into a whole, and the hanging rib can be used as an anchor rib to be anchored in the integral raft or the grid strip foundation.
Description
Technical Field
The invention relates to a framework laminated stone-plastic mountain and a construction method thereof, in particular to a composite framework laminated stone-plastic mountain and a construction method thereof.
Background
The traditional garden design of China focuses very much on combining artificial landscape with natural landscape, so when the garden is selected and built, the landscape environment around the garden building is very focused, and the Chinese garden mainly uses landscape, and other landscapes are used as accompany lines of landscape. A complete landscape architecture combines naturally occurring landscape and artificial landscape, and therefore landscape is an essential component for landscape architecture. 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. The landscape architecture can be combined with garden buildings, garden roads, fields and garden plants to form a scene rich in changes, so that artificial atmosphere is reduced, natural interests are added, and the garden buildings are converged into a landscape environment. Therefore, rockery is one of the characteristics of representing the natural landscape garden of china.
In recent years, people's environmental awareness is continuously strengthened, mountain rock resources are gradually reduced, and China begins to limit the mining behaviors of mountain rocks, so that rockery resources capable of being used in Chinese-style classical gardens are gradually reduced, especially for rockers with large stone consumption, and therefore artificial plastic stones become the development trend of current garden landscapes. Especially large rockery with more stones. Meanwhile, the artificial plastic mountain has the features of large plasticity and varied shape, so that it has stronger expressive force and can shape the features of large natural mountain. At present, the artificial plastic stone rockery generally adopts a brick framework, a steel framework and a structure combining the brick framework and the steel framework.
Concrete is generally adopted in the traditional construction rockery, and the modeling of the rockery has certain limitation due to the characteristics of the foundation. In view of the above, it is desirable to invent a simple and effective stone-stacked plastic hill with a composite framework and a construction method thereof, which create a good visual effect.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides a composite framework laminated stone plastic mountain and a construction method.
The stone-folded plastic hill with the composite type skeleton comprises a stone-folded artificial hill, a locked connection pile-bearing type foundation and a composite type steel skeleton; the bottom of the rock-stacking rockery is provided with a locking connection pile bearing type foundation, the upper part of the locking connection pile bearing type foundation is provided with an integral raft or a grid type bar foundation, and the upper part of the integral raft or the grid type bar foundation is provided with a combined type steel skeleton;
the locking connection pile bearing type foundation comprises a prestressed pipe pile, a stereotyped end-capping lifting plate, lifting ribs, an enlarged upper end plate, an enlarged lower end plate, an embedded connection end and a reinforcing long screw rod, wherein the prestressed pipe pile is arranged in a soil layer, the stereotyped end-capping lifting plate is arranged in the prestressed pipe pile, a water-swelling rubber ring is arranged at the outer end of the stereotyped end-capping lifting plate, the lifting ribs are arranged at the upper part of the stereotyped end-capping lifting plate, and a concrete pouring core is arranged in a cavity at the upper part of the stereotyped end-capping lifting plate;
the combined type steel skeleton comprises an assembled vertical main skeleton, a shaped transverse secondary skeleton, a shaped support frame, a shaped shaping steel plate, a top-covered steel wire net rack and a cave skeleton, wherein the shaped transverse secondary skeleton and the integral lifting type horizontal skeleton are arranged on a backward-unfolding placing hinged bracket at the upper part of the assembled vertical main skeleton, and inclined wire-carrying sleeves are arranged on the shaped transverse secondary skeleton and the integral lifting type horizontal skeleton; a bubble concrete filling core is arranged in the whole composite steel framework body, and a reinforced steel wire mesh is arranged in the bubble concrete filling core; the upper part of the integral lifting type horizontal framework is provided with a shaped support frame, the upper part of the shaped support frame is provided with a shaped shaping steel plate, the upper part of the shaped shaping steel plate is provided with a top-covered wire net frame, the upper part of the top-covered wire net frame is provided with embedded superposed stones, and mortar pointing seams are arranged among the embedded superposed stones; the mountain foot is provided with an annular foot locking ring beam, and the outer side of the annular foot locking ring beam is provided with a drainage ditch;
the stone-stacking rockery comprises a shaped mountaineering road steel framework, a cave, a shaped stream ramp framework, a fine stone concrete ramp, a vegetation hole and a shaped fixed steel frame, wherein the shaped mountaineering road steel framework and the shaped stream ramp framework are arranged at the upper part of the stone-stacking rockery, step stone is arranged at the upper part of the shaped mountaineering road steel framework, a waterproof layer is arranged at the upper part of the shaped stream ramp framework, and the fine stone concrete ramp is covered on the waterproof layer; the side surface of the stone stacking rockery is provided with a wall stone hook and a circumferential stone stacking platform, and the upper part of the circumferential stone stacking platform is provided with embedded stones; a cave is arranged in the rockfold rockery, and a vegetation grass blanket is arranged on a hillside; the upper part of the stone-folded artificial hill is provided with a plant-growing hole, shrubs are planted in the plant-growing hole, the shrubs are fixed by a shaping fixed steel frame, and a plant-growing grass blanket is laid on a hillside.
Preferably, the end part of the prestressed pipe pile is provided with an enlarged connecting lower end plate, the bottom of the enlarged connecting lower end plate is provided with a reinforced long screw rod, the upper part of the enlarged connecting lower end plate is provided with an enlarged connecting upper end plate, the enlarged connecting lower end plate and the enlarged connecting upper end plate are embedded by adopting a locking rib plate, and the enlarged connecting lower end plate and the enlarged connecting upper end plate are both provided with a steel plate pouring hole and a bolt through hole; the lower end plate of the enlarged connection and the upper end plate of the enlarged connection are fixed by connecting bolts; the expansion upper end plate is arranged on the embedded connecting end, and the outer side of the prestressed pipe pile is provided with an expansion cross section reinforcing pile foundation.
Preferably, the upper part of the assembled vertical main framework is provided with a post-unfolding placing hinged bracket which is hinged with the assembled vertical main framework; the shaped transverse secondary framework or the integral lifting type horizontal framework is arranged on the assembled vertical main framework, and the hinged corbel is placed in the rear unfolding mode and is connected with the inclined wire sleeve on the upper portion of the shaped transverse secondary framework or the integral lifting type horizontal framework through the rear inclined supporting rod.
Preferably, the annular lock foot ring beam is provided with a ring beam prestress tie bar and is anchored in the integral raft.
Preferably, a cave is arranged in the rock-stacking rockery and comprises a cave arch framework, a cave arch top and cave side walls.
The construction method of the composite framework laminated stone plastic mountain comprises the following steps:
1) construction of the prestressed pipe pile: putting a shaped end-sealing hanging plate into the prestressed pipe pile, and then driving the prestressed pipe pile into the prestressed pipe pile;
2) the prestressed pipe pile is connected with the embedded connecting end: the enlarged upper end plate of the embedded connecting end is connected with the enlarged lower end plate of the end part of the prestressed pipe pile through a locking rib plate, and is fixed by a connecting bolt, and then concrete is poured to form a concrete pouring core;
3) enlarging the cross section to reinforce the pile foundation construction: and pouring concrete into the steel plate pouring hole to form the reinforced pile foundation with the enlarged section.
4) Constructing an upper foundation: constructing an integral raft or a grid strip foundation on the reinforced pile foundation with the enlarged cross section, constructing an annular lock foot ring beam around the rockpile rockery, and arranging a ring beam prestress tie bar on the upper part of the annular lock foot ring beam in the integral raft or the grid strip foundation;
5) installing a shaping framework: welding an assembled vertical main framework on the upper part of the embedded connecting end, hoisting and shaping a transverse secondary framework, unfolding and laying hinged brackets, screwing a rear inclined strut into an inclined wire sleeve to complete connection, then installing an integral lifting type horizontal framework in the same way, and pulling a reinforced steel wire mesh sheet at a designed position before installing the horizontal framework;
6) and (3) installing a cave structure: mounting a cave framework and a shaped shaping steel plate at the designed cave position;
7) and (3) construction of a shaped support frame: welding and installing a shaped support frame on the upper part of the integral lifting type horizontal framework;
8) construction of a shaped and shaped steel plate: welding and installing a shaped shaping steel plate with a shaped shape on the upper part of the shaped support frame;
9) construction of a steel wire mesh frame: arranging a top-covered wire net frame on the shaped shaping steel plate;
10) pouring the air bubble concrete into a core: after the stone-stacking rockery composite framework is installed, filling air bubble concrete into a cavity of the framework;
11) stone stacking construction: carrying out stone stacking construction on the top-covered steel wire net rack, constructing wall stone hooks at the same time, and constructing a circular stone stacking platform;
12) constructing a creek ramp and stepping: pre-burying a shaped mountaineering road steel framework and a shaped stream ramp framework at a design position in the stone stacking process, paving step stone on the shaped mountaineering road steel framework, constructing a waterproof layer in a shaped stream ramp ditch, and plastering the waterproof layer by using fine stone concrete;
13) greening: planting a plant-growing grass blanket on the slope surface of the rockery, planting shrubs in the plant-growing holes, and fixing the shrubs by using a shaping and fixing steel frame.
The invention has the beneficial effects that:
(1) the shaped end-capped hanging plate with the water-swellable rubber ring is arranged in the prestressed tubular pile, and hanging ribs are arranged on the hanging plate, so that the prestressed tubular pile is convenient to hoist and place; concrete is poured into a cavity at the upper part of the shaped end-sealed hanging plate, so that the prestressed pipe pile and the embedded connecting end are connected into a whole, and the hanging rib can be used as an anchor rib to be anchored in the integral raft or the grid strip foundation; the bottom of the enlarged connection lower end plate is provided with the reinforced long screw, so that the integrity of the pile-supported foundation can be improved, and the anchoring of the prestressed pipe pile and the upper embedded connecting end in the enlarged section reinforced column foundation is improved.
(2) The stone-folded plastic mountain framework structure can be used for molding rockery models with various shapes, and has a wide application range. The articulated corbel is placed after the upper portion of the assembled vertical main framework is arranged, the assembled vertical main framework is convenient to install during construction of the articulated structure, and meanwhile the corbel is arranged between the horizontal and vertical frameworks to improve the overall stability of the framework. The upper part of the shaping support frame is provided with a shaping steel plate, and more shapes can be shaped through shaping of the steel plate, so that the shaping support frame is rich in aesthetic characteristics.
(3) The invention arranges the planting holes and the planting grass blanket on the upper part of the rockery, thereby improving the aesthetic characteristics of the rockery. The upper part of the rockery is provided with a stream ramp, so that water on the rock-folded rockery can be quickly discharged, and the shape of the rockery can be beautified. The slope surface of the rockery is provided with the annular stone folding platform and the steps, so that the use performance of the rockery can be improved.
Drawings
FIG. 1 is a schematic view of a composite framework laminated stone plastic hill structure according to the present invention;
FIG. 2 is a schematic view of the locking connection pile foundation structure of the present invention;
FIG. 3 is a schematic view of the position of the locking rib of the present invention;
FIG. 4 is a schematic view of the present invention in a rear, deployed, resting articulated corbel configuration;
FIG. 5 is a schematic view of the structure of the mountain foot of the present invention;
description of reference numerals: 1-prestressed pipe pile, 2-shaped end-sealed hanging plate, 3-water-expandable rubber ring, 4-hanging rib, 5-enlarged connection lower end plate, 6-enlarged connection upper end plate, 7-steel plate pouring hole, 8-screw through hole, 9-locking rib plate, 10-concrete pouring core, 11-embedded connection end, 12-reinforced long screw, 13-connection bolt, 14-enlarged cross section reinforced pile foundation, 15-integral raft plate, 17-drainage ditch, 18-assembled vertical main framework, 19-shaped transverse sub-framework, 20-rear-unfolded hinged bracket, 21-inclined wire-carrying sleeve, 22-rear-arranged inclined strut, 23-integral lifting horizontal framework, 24-shaped support frame, 25-shaped shaping steel plate, 26-a top-covered steel wire mesh frame, 27-an annular lock foot ring beam, 28-a ring beam prestress tie bar, 29-a bubble concrete core, 30-a reinforced steel wire mesh sheet, 31-a shaped climbing channel steel skeleton, 32-step stone, 33-a cave side wall, 34-a cave arch skeleton, 35-a cave arch crown, 36-a shaped stream ramp skeleton, 37-a waterproof layer, 38-a fine stone concrete ramp, 39-a vegetation hole, 40-a shaped fixed steel frame, 41-a wall stone hook, 42-a ring stone stacking platform, 43-a jogged stone stack, 44-a mortar joint and 45-a vegetation blanket.
Detailed Description
The present invention will be further described with reference to the following examples. The following examples are set forth merely to aid in the understanding of the invention. It should be noted that, for those skilled in the art, it is possible to make various improvements and modifications to the present invention without departing from the principle of the present invention, and those improvements and modifications also fall within the scope of the claims of the present invention.
The invention does not need to be described in detail, and focuses on explaining the structure implementation mode of the invention.
The stone-folded plastic hill with the composite framework comprises a stone-folded rockery, a locked connection pile-bearing type foundation and a composite steel framework; the bottom of the rock-stacking rockery is provided with a locking connection pile bearing type foundation, the upper part of the locking connection pile bearing type foundation is provided with an integral raft 15 or a grid type bar foundation, and the upper part of the integral raft 15 or the grid type bar foundation is provided with a composite steel skeleton.
The closure connecting pile bearing type foundation comprises a prestressed pipe pile 1, a regularization end-sealing hanging plate 2, hanging ribs 4, an expansion connecting upper end plate 6, an expansion connecting lower end plate 5, an embedded connecting end 11 and a reinforcing long screw rod 12, wherein the prestressed pipe pile 1 is arranged in a soil layer, the regularization end-sealing hanging plate 2 is arranged inside the prestressed pipe pile 1, a water-swelling rubber ring 3 is arranged at the outer end of the regularization end-sealing hanging plate 2, the hanging ribs 4 are arranged on the upper portion of the regularization end-sealing hanging plate 2, and a concrete filling core 10 is arranged in a cavity on the upper portion of the regularization end-sealing hanging plate. The hanging ribs 4 are 16mm in diameter, 500mm in length and bent at the upper ends. The lower end plate 5 and the upper end plate 6 are made of circular steel plates with the thickness of 4 mm. The embedded connecting end 11 is a square steel pipe with the side length of 400 mm. The diameter of the reinforced long screw 12 is 20mm, and the length is 600 mm. The pile length of the prestressed pipe pile 1 is 5m, and the diameter of the cross section is 600 mm. The shaped end-sealed hanging plate 2 is a round steel plate with the thickness of 4 mm. Concrete grade C30 for the concrete core 10. The reinforced pile foundation 14 with the enlarged cross section has the cross section size of 1m multiplied by 1.2m multiplied by 2 m. The thickness of the integral raft 15 is 500 mm.
The combined type steel skeleton comprises an assembled type vertical main skeleton 18, a shaped transverse secondary skeleton 19, a shaped support frame 24, a shaped shaping steel plate 25, a top-covered steel wire net rack 26 and a cave skeleton, wherein the shaped transverse secondary skeleton 19 and an integral lifting type horizontal skeleton 23 are arranged on a rear-unfolding laying hinged bracket 20 at the upper part of the assembled type vertical main skeleton 18, inclined wire sleeve barrels 21 are arranged on the shaped transverse secondary skeleton 19 and the integral lifting type horizontal skeleton 23, a bubble concrete pouring core 29 is arranged inside the whole combined type steel skeleton, a reinforced steel wire mesh 30 is arranged in the bubble concrete pouring core 29, the upper part of the integral lifting type horizontal skeleton 23 is provided with the shaped support frame 24, the upper part of the shaped shaping steel plate 24 is provided with the shaped shaping steel plate 25, the upper part of the shaped shaping steel plate 25 is provided with the top-covered steel wire net rack 26, an embedded overlapped stone 43 is arranged on the upper part of the top-covered steel wire net rack 26, a mortar joint 44 is arranged between the embedded stones 43, the mountain foot is provided with an annular lock foot ring beam 27, the outer side length of the annular lock foot ring beam 27 is provided with a drainage ditch 17, the assembled type vertical main skeleton 18 is a square steel pipe, the 600mm, the side length of the square steel pipe is 400mm, the side length of the shaped steel wire sleeve barrel 20mm, the shaped steel wire sleeve barrel is 300mm, the upright shaping steel wire sleeve barrel 20mm, the upright side length of the upright shaping steel wire sleeve.
The stone-stacking rockery comprises a shaped mountaineering road steel framework 31, a cave, a shaped stream ramp framework 36, a fine stone concrete ramp 38, a vegetation hole 39 and a shaped fixed steel frame 40, wherein the shaped mountaineering road steel framework 31 and the shaped stream ramp framework 36 are arranged at the upper part of the stone-stacking rockery, step surface stones 32 are arranged at the upper part of the shaped mountaineering road steel framework 31, a waterproof layer 37 is arranged at the upper part of the shaped stream ramp framework 36, and the fine stone concrete ramp 38 is covered on the waterproof layer 37; the side surface of the stone folding rockery is provided with a wall stone hook 41 and an annular stone folding platform 42, and the upper part of the annular stone folding platform 42 is provided with an embedded stone folding 43; a cave is arranged in the rockfold rockery, and a vegetation blanket 45 is arranged on a hillside; the upper part of the stone-folded artificial hill is provided with a plant-growing hole 39, shrubs are planted in the plant-growing hole 39, the shrubs are fixed by a shaping fixing steel frame 40, and a plant-growing grass blanket 45 is laid on a hillside. The width of the slope is 1.5m, the height of the step is 15cm, the width of the step is 25cm, and the step with the thickness of 5cm is paved at the upper part. The stream slope is 40cm wide and 20cm deep. The height of the cave is 2.5m, and the width of the cave is 1.5 m. The depth of the plant-growing hole 39 is 1m, the cross section width is 1m, and the interior of the plant-growing hole is planted with podocarpus macrophyllus.
The end part of the prestressed pipe pile 1 is provided with an enlarged connecting lower end plate 5, the bottom of the enlarged connecting lower end plate 5 is provided with a reinforcing long screw 12, the upper part of the enlarged connecting lower end plate 5 is provided with an enlarged connecting upper end plate 6, the enlarged connecting lower end plate 5 and the enlarged connecting upper end plate 6 are embedded by adopting a locking rib plate 9, and the enlarged connecting lower end plate 5 and the enlarged connecting upper end plate 6 are both provided with a steel plate pouring hole 7 and a bolt through hole 8; the lower expansion connection end plate 5 and the upper expansion connection end plate 6 are fixed by a connecting bolt 13; the enlarged upper end plate 6 is arranged on the embedded connecting end 11, and the outer side of the prestressed pipe pile 1 is provided with an enlarged cross section reinforced pile foundation 14. The diameter of the bolt through hole 8 is 17mm, and the diameter of the connecting bolt 13 is 16 mm. The aperture of the steel plate pouring hole 7 is 100 mm.
The upper part of the assembled vertical main framework 18 is provided with a post-unfolding placing hinged bracket 20, and the post-unfolding placing hinged bracket 20 is hinged with the assembled vertical main framework 18; the shaped transverse secondary framework 19 or the integral lifting type horizontal framework 23 is arranged on the assembled vertical main framework 18, and the rear unfolding hinged bracket 20 is connected with an inclined wire sleeve 21 on the upper part of the shaped transverse secondary framework 19 or the integral lifting type horizontal framework 23 by adopting a rear inclined stay bar 22. The post diagonal brace 22 has a pole diameter of 20 mm.
The annular lock foot gird 27 is provided with gird prestress tie bars 28 with the diameter of 20mm and is anchored in the integral raft 15.
And a cave is arranged in the rock-folding rockery and comprises a cave arch skeleton 34, a cave arch top 35 and a cave side wall 33.
The construction method of the composite framework laminated stone plastic mountain comprises the following steps:
1) construction of the prestressed pipe pile: putting a shaped end-sealing hanging plate 2 into the prestressed pipe pile 1, and then driving the prestressed pipe pile 1;
2) the prestressed pipe pile is connected with the embedded connecting end: the expanded upper end plate 6 of the embedded connecting end 11 is connected with the expanded lower end plate 5 of the end part of the prestressed tubular pile 1 through a locking rib plate 9, and is fixed by a connecting bolt 13, and then concrete is poured to form a concrete pouring core 10;
3) enlarging the cross section to reinforce the pile foundation construction: and pouring concrete into the steel plate pouring hole 7 to form the reinforced pile foundation 14 with the enlarged section.
4) Constructing an upper foundation: constructing an integral raft 15 or a grid type bar foundation on the reinforced pile foundation 14 with the enlarged section, constructing an annular lock leg ring beam 27 around the rockfall rockery, and arranging a ring beam prestress tie bar 28 at the upper part of the annular lock leg ring beam 27 in the integral raft 15 or the grid type bar foundation;
5) installing a shaping framework: the upper part of the embedded connecting end 11 is welded with an assembled vertical main framework 18, then a transverse secondary framework 19 is hoisted and shaped, a hinged bracket 20 is unfolded and laid, a rear inclined strut 22 is screwed into an inclined wire sleeve 21 to complete connection, then an integral hoisting type horizontal framework 23 is installed in the same way, and a reinforced steel wire mesh sheet 30 is pulled at a designed position before the horizontal framework is installed;
6) and (3) installing a cave structure: installing a cave framework and a shaped shaping steel plate 25 at the designed cave position;
7) and (3) construction of a shaped support frame: a forming support frame 24 is welded and installed on the upper part of the integral lifting type horizontal framework 23;
8) construction of a shaped and shaped steel plate: welding and installing a shaped shaping steel plate 25 with a shaped shape on the upper part of the shaped bracket 24;
9) construction of a steel wire mesh frame: arranging a top-covered wire net rack 26 on the shaped shaping steel plate 25;
10) pouring the air bubble concrete into a core: after the stone-stacking rockery composite framework is installed, filling air bubble concrete into a cavity of the framework;
11) stone stacking construction: carrying out stone stacking construction on the top-covered steel wire net rack 26, constructing a wall stone hook 41 and constructing a circumferential stone stacking platform 42 at the same time;
12) constructing a creek ramp and stepping: pre-burying a shaped mountaineering road steel framework 31 and a shaped stream ramp framework 36 at a design position in the stone stacking process, paving step surface stones 32 on the shaped mountaineering road steel framework, constructing a waterproof layer 37 in a shaped stream ramp ditch, and plastering the waterproof layer with fine stone concrete;
13) greening: planting a plant-growing grass blanket 45 on the hilly side of the rockery, planting shrubs in the plant-growing holes 39 and fixing the shrubs by using a shaping and fixing steel frame 40.
Claims (5)
1. A stone-folded plastic hill with a composite framework is characterized by comprising a stone-folded rockery, a locked connection pile-bearing type foundation and a composite steel framework; the bottom of the rock-stacking rockery is provided with a locking connection pile bearing type foundation, the upper part of the locking connection pile bearing type foundation is provided with an integral raft (15) or a grid type strip foundation, and the upper part of the integral raft (15) or the grid type strip foundation is provided with a combined type steel skeleton;
the locked connection pile-supported foundation comprises a prestressed pipe pile (1), a regularized end-capping lifting plate (2), lifting ribs (4), an enlarged connection upper end plate (6), an enlarged connection lower end plate (5), an embedded connection end (11) and a reinforced long screw (12), wherein the prestressed pipe pile (1) is arranged in a soil layer, the regularized end-capping lifting plate (2) is arranged inside the prestressed pipe pile (1), a water-swelling rubber ring (3) is arranged at the outer end of the regularized end-capping lifting plate (2), the lifting ribs (4) are arranged at the upper part of the regularized end-capping lifting plate (2), and a concrete pouring core (10) is arranged in a cavity at the upper part of the regularized end-capping lifting plate (;
the combined type steel skeleton comprises an assembled vertical main skeleton (18), a shaped transverse secondary skeleton (19), a shaped support frame (24), a shaped shaping steel plate (25), a top-covered steel wire net rack (26) and a cave skeleton, wherein the shaped transverse secondary skeleton (19) and an integral lifting type horizontal skeleton (23) are arranged on a rear-unfolding hinged bracket (20) at the upper part of the assembled vertical main skeleton (18), and oblique threaded sleeves (21) are arranged on the shaped transverse secondary skeleton (19) and the integral lifting type horizontal skeleton (23); a bubble concrete pouring core (29) is arranged in the whole composite steel framework body, and a reinforced steel wire mesh sheet (30) is arranged in the bubble concrete pouring core (29); the upper part of the integral lifting type horizontal framework (23) is provided with a shaped support frame (24), the upper part of the shaped support frame (24) is provided with a shaped steel plate (25), the upper part of the shaped steel plate (25) is provided with a top-covered wire net rack (26), the upper part of the top-covered wire net rack (26) is provided with embedded overlapped stones (43), and mortar jointing seams (44) are arranged among the embedded overlapped stones (43); the mountain foot is provided with an annular foot locking ring beam (27), and the outer side of the annular foot locking ring beam (27) is provided with a drainage ditch (17);
the stone-stacking rockery comprises a shaped climbing channel steel framework (31), a cave, a shaped stream ramp framework (36), a fine stone concrete ramp (38), a vegetation hole (39) and a shaped fixed steel frame (40), wherein the shaped climbing channel steel framework (31) and the shaped stream ramp framework (36) are arranged at the upper part of the stone-stacking rockery, step surface stones (32) are arranged at the upper part of the shaped climbing channel steel framework (31), a waterproof layer (37) is arranged at the upper part of the shaped stream ramp framework (36), and the fine stone concrete ramp (38) is covered on the waterproof layer (37); a wall stone hook (41) and a circumferential stone folding platform (42) are arranged on the side surface of the stone folding rockery, and the upper part of the circumferential stone folding platform (42) is provided with an embedded stone folding (43); a cave is arranged in the rockfold rockery, and a vegetation blanket (45) is arranged on a hillside; a vegetation hole (39) is formed in the upper portion of the stone-folded artificial hill, shrubs are planted in the vegetation hole (39), the shrubs are fixed through a shaping fixing steel frame (40), and vegetation carpets (45) are laid on a hillside;
the end part of the prestressed pipe pile (1) is provided with an enlarged connection lower end plate (5), the bottom of the enlarged connection lower end plate (5) is provided with a reinforcing long screw rod (12), the upper part of the enlarged connection lower end plate (5) is provided with an enlarged connection upper end plate (6), the enlarged connection lower end plate (5) and the enlarged connection upper end plate (6) are embedded by adopting a locking rib plate (9), and both the enlarged connection lower end plate (5) and the enlarged connection upper end plate (6) are provided with a steel plate pouring hole (7) and a bolt through hole (8); the lower expansion connection end plate (5) and the upper expansion connection end plate (6) are fixed by a connecting bolt (13); the enlarged upper end plate (6) is arranged on the embedded connecting end (11), and the outer side of the prestressed pipe pile (1) is provided with an enlarged cross section reinforced pile foundation (14).
2. The stone-plastic hill with composite framework as claimed in claim 1, wherein the upper part of the assembled vertical main framework (18) is provided with a backward-unfolding resting hinged bracket (20), and the backward-unfolding resting hinged bracket (20) is hinged with the assembled vertical main framework (18); the shaping transverse secondary framework (19) or the integral lifting type horizontal framework (23) is arranged on the assembly type vertical main framework (18), and the rear unfolding hinged bracket (20) is connected with an inclined wire sleeve (21) at the upper part of the shaping transverse secondary framework (19) or the integral lifting type horizontal framework (23) by adopting a rear inclined support rod (22).
3. The mountain is moulded to compound skeleton fold stone of claim 1, characterized in that ring lock foot gird (27) sets up gird prestressing tendons (28), and the anchor is in integral raft (15).
4. The stone-folded plastic hill with composite framework as claimed in claim 1, wherein a cave is arranged in the stone-folded rockery, and the cave comprises a cave arch-shaped framework (34), a cave vault (35) and a cave side wall (33).
5. The construction method of the composite framework overlapped stone plastic hill as claimed in claim 1, characterized by comprising the following steps:
1) construction of the prestressed pipe pile: putting a shaped end-sealing hanging plate (2) into the prestressed pipe pile (1), and then driving the prestressed pipe pile (1);
2) the prestressed pipe pile is connected with the embedded connecting end: the expanded upper end plate (6) of the embedded connecting end (11) is connected with the expanded lower end plate (5) at the end part of the prestressed pipe pile (1) through a locking rib plate (9) and is fixed by a connecting bolt (13), and then concrete is poured to form a concrete pouring core (10);
3) enlarging the cross section to reinforce the pile foundation construction: and pouring concrete into the steel plate pouring hole (7) to form the reinforced pile foundation (14) with the enlarged section.
4) Constructing an upper foundation: constructing an integral raft (15) or a grid type strip foundation on the reinforced pile foundation (14) with the enlarged section, constructing an annular lock foot ring beam (27) around the rockpile rockery, and arranging a ring beam prestress tie bar (28) at the upper part of the annular lock foot ring beam (27) in the integral raft (15) or the grid type strip foundation;
5) installing a shaping framework: an assembled vertical main framework (18) is welded on the upper portion of an embedded connecting end (11), then a transverse secondary framework (19) is hoisted and shaped, a hinged bracket (20) is unfolded and laid, a rear oblique brace rod (22) is screwed into an oblique wire sleeve (21) to complete connection, then an integral lifting type horizontal framework (23) is installed in the same mode, and a reinforced steel wire mesh sheet (30) is arranged at a designed position before the horizontal framework is installed;
6) and (3) installing a cave structure: mounting a cave framework and a shaped shaping steel plate (25) at the designed cave position;
7) and (3) construction of a shaped support frame: a shaped support frame (24) is welded and installed on the upper part of the integral lifting type horizontal framework (23);
8) construction of a shaped and shaped steel plate: welding and installing a shaped shaping steel plate (25) with a shaped shape on the upper part of the shaped support frame (24);
9) construction of a steel wire mesh frame: arranging a top-covered wire net rack (26) on the shaped shaping steel plate (25);
10) pouring the air bubble concrete into a core: after the stone-stacking rockery composite framework is installed, filling air bubble concrete into a cavity of the framework;
11) stone stacking construction: carrying out stone stacking construction on the top-covered steel wire net rack (26), constructing a wall stone hook (41) and constructing a circumferential stone stacking platform (42);
12) constructing a creek ramp and stepping: pre-burying a shaped mountaineering road steel framework (31) and a shaped stream ramp framework (36) at a design position in the stone stacking process, paving step surface stones (32) on the shaped mountaineering road steel framework, constructing a waterproof layer (37) in a shaped stream ramp ditch, and plastering by using fine stone concrete;
13) greening: planting a plant-growing grass blanket (45) on the hilly side of the rockery, planting shrubs in the plant-growing holes (39) and fixing the shrubs by using a shaping and fixing steel frame (40).
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| CN111347819B (en) * | 2020-04-26 | 2022-02-18 | 岩土科技股份有限公司 | Large-scale landscape rockery construction method |
| CN113002234A (en) * | 2021-03-23 | 2021-06-22 | 中建八局第三建设有限公司 | Construction method for underwater landscaping |
| CN113818616A (en) * | 2021-09-14 | 2021-12-21 | 上海建工一建集团有限公司 | Top soil-piled mountain-shaped building roof structure and method |
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| CN103993611B (en) * | 2014-05-20 | 2015-12-30 | 杭州江润科技有限公司 | A kind of deep layer rotating spraying cement-soil plate and anchor pole combine the construction method of anti-floating pile raft structure |
| CN104773023B (en) * | 2015-04-20 | 2017-10-10 | 江苏山水环境建设集团股份有限公司 | The close net of barricade adhesion type steelframe now moulds GRC artificial hillocks and its construction method |
| CN204641235U (en) * | 2015-04-21 | 2015-09-16 | 深圳海外装饰工程有限公司 | A kind of chevron moulds stone landscape structure |
| KR20170084766A (en) * | 2016-01-13 | 2017-07-21 | 김영현 | Artificial sculpture with artificial pond and artificial quarries and its constructing method |
| CN106120501B (en) * | 2016-08-10 | 2018-01-09 | 浙江大学城市学院 | Existing barricade section roadbed spells width and increases structure and construction method |
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