CN208469433U - Combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain - Google Patents
Combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain Download PDFInfo
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- CN208469433U CN208469433U CN201820695368.8U CN201820695368U CN208469433U CN 208469433 U CN208469433 U CN 208469433U CN 201820695368 U CN201820695368 U CN 201820695368U CN 208469433 U CN208469433 U CN 208469433U
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Abstract
Combined type skeleton is shelved in exhibition after moulding mountain the utility model relates to a kind of piling and layout of stones, including the vertical main framing of assembled, lateral skeleton of sizing, regularization support, regularization moulding steel plate and cover top steel wire net rack, the sizing rear exhibition that laterally time skeleton and integral lifting horizontal skeleton are placed in the vertical main framing top of assembled is shelved on hinged bracket, laterally oblique band silk braid cylinder is arranged in time skeleton and integral lifting horizontal skeleton top for sizing, setting cellular concrete fills core inside entire frame body, regularization support is arranged in integral lifting horizontal skeleton top, regularization moulding steel plate is arranged in regularization support top, top steel wire net rack is covered in the setting of regularization moulding steel plate top, it covers top steel wire net rack top and chimeric piling and layout of stones is set, mortar-chalked joint is set between chimeric piling and layout of stones, ring lock foot collar tie beam is arranged in the foot of the hill, gutter is set on the outside of ring lock foot collar tie beam.The beneficial effects of the utility model are: the artificial hillock moulding of the piling and layout of stones modeling mountain skeleton structure shapeable form of diverse of the utility model, application range are wider.
Description
Technical field
The utility model relates to a kind of pilings and layout of stones to mould mountain combined type skeleton, in particular to exhibition is shelved compound behind a kind of piling and layout of stones modeling mountain
Formula skeleton.
Background technique
The historic Landscapes design of China is focused on for man-made tourist site and nature landscape being combined together very much, so,
When addressing Garden Architecture, the physiognomy framework around garden architecture is attached great importance to, also, the gardens of Chinese style are mostly with mountain
Based on water, and other landscapes are then used as the setoff of landscape.One complete garden landscape is exactly by self-assembling formation
Landscape and man-made tourist site combine, and therefore, scenery with hills and waters landform is indispensable important component for garden landscape.It is false
Mountain has various Landscaping functions, such as constitutes the main scape or landform skeleton in gardens, divides and organizes garden space, arrange front yard
Natural style flower stand is arranged in institute, revetment, slope protection, earth-retaining.Richness can also be combined into garden architecture, garden road, place and ornamental plant
Increase the nature joy of life so as to reducing artificial atmospher in the view of variation, merge garden architecture into physiognomy framework.Therefore, false
Mountain becomes one of the feature for showing Chinese natural mountain-water garden.
Recent years, the continuous reinforcement of people's environmental consciousness and gradually decreasing for mountain stone resource, China start to limit mountain stone
Exploitation behavior, so, in the historic gardens of Chinese style, the artificial hillock resource being able to use also is being gradually decreased, especially needle
To some with the biggish artificial hillock of stone amount, therefore, the artificial development trend for moulding stone as current garden landscape.Especially with more than stone
Large rockwork.Artificial modeling mountain also has the characteristics that plasticity is big, variation in moulding is more simultaneously, and expressive force is stronger, can more mould
The boundless imposing manner of the Nature massif.The knot that artificial plastic stone rockery is generally combined frequently with brick skeleton, steel skeleton and the two at present
Structure.
In consideration of it, combined type skeleton is shelved in exhibition after urgently inventing a kind of simple and effective piling and layout of stones modeling mountain, good view is created
Feel effect.
Utility model content
The purpose of the utility model is to overcome deficiencies in the prior art, and combined type is shelved in exhibition after providing a kind of piling and layout of stones modeling mountain
Skeleton.
Combined type skeleton is shelved in exhibition behind this piling and layout of stones modeling mountain, including the lateral time skeleton, fixed of the vertical main framing of assembled, sizing
Type support, regularization moulding steel plate and top steel wire net rack is covered, laterally time skeleton of being formed is placed in integral lifting horizontal skeleton
The rear exhibition on the vertical main framing top of assembled is shelved on hinged bracket, is formed on laterally time skeleton and integral lifting horizontal skeleton
Oblique band silk braid cylinder is arranged in portion, and setting cellular concrete fills core, the setting of integral lifting horizontal skeleton top inside entire frame body
Regularization moulding steel plate is arranged in regularization support, regularization support top, and top steel wire is covered in the setting of regularization moulding steel plate top
Frame covers top steel wire net rack top and chimeric piling and layout of stones is arranged, mortar-chalked joint is arranged between chimeric piling and layout of stones, and ring lock foot collar tie beam is arranged in the foot of the hill,
Gutter is set on the outside of ring lock foot collar tie beam.
As preferred: hinged bracket is shelved in exhibition after the setting of assembled vertical main framing top, rear exhibition shelve hinged bracket with
The vertical main framing of assembled is hinged.
As preferred: rear exhibition shelves hinged bracket using the oblique strut of postposition and be formed laterally time skeleton or integral lifting
The oblique band silk sleeve connection on horizontal skeleton top.
As preferred: ring lock foot circle beam setting collar tie beam prestressing force tension rib is anchored in mass raft foundation.
As preferred: the vertical main framing of assembled, sizing laterally the formed frame body inside setting of time skeleton, regularization support
Cellular concrete fills core, and reinforcement steel fabric sheet is arranged in cellular concrete.
The beneficial effects of the utility model are:
(1) the artificial hillock moulding of the piling and layout of stones modeling mountain skeleton structure shapeable form of diverse of the utility model, application range are wider.
(2) hinged bracket is shelved in exhibition after the vertical main framing top setting of assembled, is convenient for assembled when articulated structure is constructed
Vertical main framing installation, while bracket is set between vertical and horizontal skeleton, skeleton overall stability can be improved.
(3) regularization moulding steel plate is arranged in regularization support top, can be moulded by the moulding of steel plate more polymorphic, makes
It is rich in aesthetic characteristic.
Detailed description of the invention
Fig. 1 is that combined type skeleton structure schematic diagram is shelved in exhibition after the utility model piling and layout of stones moulds mountain；
Hinged bracket structure schematic diagram is shelved in exhibition after Fig. 2 is；
Fig. 3 is foot of the hill structural schematic diagram.
Description of symbols: 15- mass raft foundation, the gutter 17-, the vertical main framing of 18- assembled, 19- sizing are laterally
It is horizontal to shelve the oblique band silk braid cylinder of hinged bracket, 21-, the oblique strut of 22- postposition, 23- integral lifting for exhibition after secondary skeleton, 20-
Skeleton, 24- regularization support, 25- regularization moulding steel plate, 26- cover top steel wire net rack, 27- ring lock foot collar tie beam, 28- collar tie beam
Prestressing force tension rib, 29- cellular concrete fill core, 30- reinforcement steel fabric sheet, 43- and are fitted into piling and layout of stones, 44- mortar-chalked joint.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
The requirement of steel skeleton hoisting technology, cellular concrete pouring technique requirement etc., the utility model is not repeated, and emphasis is explained
State the embodiment the utility model relates to structure.
Combined type skeleton, including lateral the vertical main framing 18 of assembled, sizing bone are shelved in exhibition behind the piling and layout of stones modeling mountain
Frame 19, regularization support 24, regularization moulding steel plate 25 and top steel wire net rack 26 is covered, laterally time skeleton 19 of being formed is promoted with whole
The rear exhibition that formula horizontal skeleton 23 is placed in vertical 18 top of main framing of assembled is shelved on hinged bracket 20, laterally time skeleton 19 of being formed
Oblique band silk braid cylinder 21 is set with 23 top of integral lifting horizontal skeleton, setting cellular concrete fills core inside entire frame body
29, regularization support 24 is arranged in 23 top of integral lifting horizontal skeleton, and regularization moulding steel is arranged in 24 top of regularization support
Top steel wire net rack 26 is covered in plate 25, the setting of 25 top of regularization moulding steel plate, covers top 26 top of steel wire net rack and chimeric piling and layout of stones 43 is arranged,
Mortar-chalked joint 44 is set between chimeric piling and layout of stones 43, and the foot of the hill is arranged ring lock foot collar tie beam 27, draining is arranged on the outside of ring lock foot collar tie beam 27
Ditch 17.
The vertical main framing 18 of assembled is square steel tube, side length 600mm, highest point height 20m.Laterally time skeleton 19 is for sizing
Square steel tube, side length 400mm.Regularization support 24 is 50 × 50 × 4 angle steel of ∠.Regularization moulding steel plate 25 is with a thickness of 4mm.It is oblique
Sleeve diameter with silk braid cylinder 21 is 22mm, length 30mm.Foot of the hill setting ring lock foot collar tie beam 27, collar tie beam section 300mm ×
300mm×400mm.The bar diameter of the oblique strut 22 of postposition is 20mm.The diameter of collar tie beam prestressing force tension rib 28 is 20mm.
Hinged bracket 20 is shelved in exhibition after vertical 18 top of the main framing setting of assembled, and hinged bracket 20 and assembly are shelved in rear exhibition
The vertical main framing 18 of formula is hinged.
Exhibition shelves hinged bracket 20 using the oblique strut 22 of postposition and sizing lateral skeleton 19 or integral lifting water afterwards
The oblique band silk braid cylinder 21 on flat 23 top of skeleton connects.
Collar tie beam prestressing force tension rib 28 is arranged in ring lock foot collar tie beam 27, is anchored in mass raft foundation 15.
Laterally gas is arranged in time skeleton 19, the formed frame body of regularization support 24 inside for the vertical main framing 18 of assembled, sizing
It steeps concrete and fills core 29, reinforcement steel fabric sheet 30 is set in cellular concrete.
Claims (5)
1. combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain, it is characterised in that laterally including the vertical main framing of assembled (18), sizing
Secondary skeleton (19), regularization support (24), regularization moulding steel plate (25) and top steel wire net rack (26) is covered, laterally time skeleton of being formed
(19) hinged bracket is shelved in the rear exhibition that the vertical main framing of assembled (18) top is placed in integral lifting horizontal skeleton (23)
(20) on, be formed laterally time skeleton (19) and the oblique band silk braid cylinder (21) of integral lifting horizontal skeleton (23) top setting are whole
Setting cellular concrete fills core (29) inside a frame body, and regularization support is arranged in integral lifting horizontal skeleton (23) top
(24), top is covered in regularization support (24) top setting regularization moulding steel plate (25), the setting of regularization moulding steel plate (25) top
Steel wire net rack (26) covers top steel wire net rack (26) top and is arranged chimeric piling and layout of stones (43), mortar-chalked joint is arranged between chimeric piling and layout of stones (43)
(44), gutter (17) are arranged in foot of the hill setting ring lock foot collar tie beam (27), ring lock foot collar tie beam (27) outside.
2. combined type skeleton is shelved in exhibition behind piling and layout of stones according to claim 1 modeling mountain, it is characterised in that the vertical main bone of assembled
Hinged bracket (20) are shelved in exhibition after the setting of frame (18) top, and hinged bracket (20) and the vertical main framing of assembled (18) are shelved in rear exhibition
Hingedly.
3. combined type skeleton is shelved in exhibition behind piling and layout of stones modeling according to claim 2 mountain, it is characterised in that hinge is shelved in exhibition after described
Bracket (20) are connect using on lateral skeleton (19) of the oblique strut of postposition (22) and sizing or integral lifting horizontal skeleton (23)
The oblique band silk braid cylinder (21) in portion connects.
4. combined type skeleton is shelved in exhibition behind piling and layout of stones modeling according to claim 1 mountain, it is characterised in that the ring lock foot circle
Collar tie beam prestressing force tension rib (28) are arranged in beam (27), are anchored in mass raft foundation (15).
5. combined type skeleton is shelved in exhibition behind piling and layout of stones modeling according to claim 1 mountain, it is characterised in that the assembled is vertical
Laterally the formed frame body inside setting cellular concrete of time skeleton (19), regularization support (24) fills core for main framing (18), sizing
(29), reinforcement steel fabric sheet (30) are set in cellular concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820695368.8U CN208469433U (en) | 2018-05-10 | 2018-05-10 | Combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820695368.8U CN208469433U (en) | 2018-05-10 | 2018-05-10 | Combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208469433U true CN208469433U (en) | 2019-02-05 |
Family
ID=65221050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820695368.8U Active CN208469433U (en) | 2018-05-10 | 2018-05-10 | Combined type skeleton is shelved in exhibition behind piling and layout of stones modeling mountain |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208469433U (en) |
-
2018
- 2018-05-10 CN CN201820695368.8U patent/CN208469433U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191226 Address after: Qingyang District of Chengdu City, Sichuan province 618300 Jade Road No. 80 Patentee after: Nuclear Industry South-West Construction Group Co., Ltd. Address before: 310015, room 3, unit 3, Gongshu District Wanda Commercial Center, Hangzhou, Zhejiang 1901, China Patentee before: Hangzhou Jiang Run Science and Technology Ltd. |
|
| TR01 | Transfer of patent right |