CN204641235U - A kind of chevron moulds stone landscape structure - Google Patents
A kind of chevron moulds stone landscape structure Download PDFInfo
- Publication number
- CN204641235U CN204641235U CN201520243043.2U CN201520243043U CN204641235U CN 204641235 U CN204641235 U CN 204641235U CN 201520243043 U CN201520243043 U CN 201520243043U CN 204641235 U CN204641235 U CN 204641235U
- Authority
- CN
- China
- Prior art keywords
- layer
- stratum reticulare
- reinforcing bar
- bearing support
- support structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of chevron and mould stone landscape structure, comprise waterproof ground cushion, basal layer, main load bearing support structure, secondary load-carrying members, embedded iron parts, encorbelment angle steel layer and reinforcing bar stratum reticulare; Waterproof ground cushion is positioned at the bottom, the laying scope skew TP 50cm of waterproof ground cushion, and the lap-joint between waterproof ground cushion wants overlapping more than 30cm; Base-layer bits is on waterproof ground cushion; Main load bearing support structure and time load-carrying members are positioned on basal layer; Main load bearing support structure and time load-carrying members form the skeleton of massif, embedded iron parts pre-plugged is in main load bearing support structure, secondary load-carrying members are connected with the outer surface of main load bearing support structure, and reinforcing bar stratum reticulare connects and composes the profile of massif by encorbelment angle steel layer and time load-carrying members.Skeleton structure of the present utility model is firm, and intensity is high, is aided with the decoration of the moulding layer of coloured cement, cured layer and closed enamelled coating, has massif effect true to nature.
Description
Technical field
The utility model relates to views and admires view, and specifically a kind of chevron moulds stone landscape structure.
Background technology
Mould stone view and be adapted to middle-size and small-size scenic spot, indoor and outdoor green ecological is fitted up, and company, community scenery are built, the scopes such as the maintenance protection of Gu Jing.Existing common stone view of moulding is all carry out surface treatment color and luster again after moulding completes.The color and luster moulding stone view built by this way is not true to nature, especially particularly outstanding with the surface color distortion sensation of painting process and poor adhesive force, and easy-weathering, fugitive color, can not ensure its quality; Also more single in moulding, without characteristic.In a word, common stone view of moulding can not meet the level of art appreciation that people improve day by day already.
Utility model content
The purpose of this utility model is to provide a kind of chevron true to nature to mould stone landscape structure.
For achieving the above object, the utility model provides following technical scheme:
A kind of chevron moulds stone landscape structure, comprises waterproof ground cushion, basal layer, main load bearing support structure, secondary load-carrying members, embedded iron parts, encorbelment angle steel layer and reinforcing bar stratum reticulare; Described waterproof ground cushion is positioned at the bottom, the laying scope skew TP 50cm of described waterproof ground cushion, and the lap-joint between waterproof ground cushion wants overlapping more than 30cm; Described base-layer bits is on waterproof ground cushion; Described main load bearing support structure and time load-carrying members are positioned on basal layer; Described main load bearing support structure and time load-carrying members form the skeleton of massif, described embedded iron parts pre-plugged is in main load bearing support structure, described time load-carrying members are connected with the outer surface of main load bearing support structure, and described reinforcing bar stratum reticulare connects and composes the profile of massif by encorbelment angle steel layer and time load-carrying members.
As further program of the utility model: the outer surface of described reinforcing bar stratum reticulare is also disposed with the moulding layer of coloured cement, cured layer and closed enamelled coating.
As further program of the utility model: the thickness of the moulding layer of described coloured cement is not less than 20mm, is advisable with 20-80mm.
As further program of the utility model: for the massif of land, described basal layer adopts the concrete of C10, and for the massif in water body, described basal layer adopts the plain concrete of C20 or the concrete cemented rock of C15.
As further program of the utility model: described basal layer also adopts armored concrete.
As further program of the utility model: what described main load bearing support structure adopted is shaped steel, what described load-carrying members adopted is slotted-angle shelving, what described angle steel layer of encorbelmenting adopted is Zinc-coated angle steel, the spacing in length and breadth of described Zinc-coated angle steel controls at 800 × 800mm, described reinforcing bar stratum reticulare is made up of φ 6 reinforcing bar, and the spacing between described φ 6 reinforcing bar is 200mm.
As further program of the utility model: described φ 6 rebar surface scribbles epoxy zinc-rich paint, for antirust.
As further program of the utility model: be also provided with gutter channel.
As further program of the utility model: be also provided with A shape stone and Type B moulds stone; Described A shape stone comprises bottom hexagonal galvanized steel stratum reticulare A, nonwoven layer, reinforcing bar stratum reticulare B, gunite layer, top layer hexagonal galvanized steel stratum reticulare, coloured cement moulding layer B, cured layer B and closed enamelled coating B from down to up; Described Type B is moulded stone and is comprised bottom hexagonal galvanized steel stratum reticulare B, nonwoven layer, reinforcing bar stratum reticulare B, gunite layer, coloured cement moulding layer B, cured layer B and closed enamelled coating B from down to up; What described bottom hexagonal galvanized steel stratum reticulare A adopted is string diameter is 1.5mm, aperture is the galvanized steel wire netting of 15mm; Described nonwoven layer band is fixed on the zinc-plated steel mesh A of bottom hexagonal; Described reinforcing bar stratum reticulare B is formed by φ 6 reinforcing bar, and the spacing between each φ 6 reinforcing bar is 200mm, and described reinforcing bar stratum reticulare B is welded to connect by Zinc-coated angle steel and bottom hexagonal galvanized steel stratum reticulare A; Described gunite layer is sprayed by polyester fiber pea gravel concreten and forms; The thickness of the moulding layer B of described coloured cement is not less than 20mm; What described bottom hexagonal galvanized steel stratum reticulare B adopted is 4 object galvanized steel wire nettings.
Compared with prior art, the beneficial effects of the utility model are: the utility model by basal layer and on main load bearing support structure, secondary load-carrying members, embedded iron parts, angle steel layer of encorbelmenting jointly form the skeleton of massif, sound construction, intensity is high; By covering one deck reinforcing bar stratum reticulare on this skeleton, form the general profile of massif, then be aided with the moulding layer of coloured cement, cured layer and closed enamelled coating and carry out decoration and form a kind of chevron with massif effect true to nature and mould stone landscape structure; Suitable plant can also be planted as required and beautify this view further, reach pleasing object.
Accompanying drawing explanation
Fig. 1 is the top view that chevron moulds stone landscape structure;
Fig. 2 is I-I profile of Fig. 1;
Fig. 3 is the hierarchical diagram of A shape stone;
Fig. 4 is the hierarchical diagram that Type B moulds stone;
In figure: TP bottom 1-, setting-out profile bottom 2-, 3-waterproof ground cushion, 4-basal layer, the main load bearing support structure of 5-, 6-load-carrying members, 7-embedded iron parts, 8-encorbelments angle steel layer, 9-reinforcing bar stratum reticulare A, the moulding layer A of 10-coloured cement, 11-cured layer A, 12-closes enamelled coating A, 13-gutter channel, 14-A shape stone, 15-B shape stone, 16-bottom hexagonal galvanized steel stratum reticulare A, 17-nonwoven layer, 18-reinforcing bar stratum reticulare B, 19-gunite layer, 20-top layer hexagonal galvanized steel stratum reticulare, the moulding layer B of 21-coloured cement, 22-cured layer B, 23-closes enamelled coating B, 24-bottom hexagonal galvanized steel stratum reticulare B.
Detailed description of the invention
Below in conjunction with the utility model embodiment and accompanying drawing, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1-2, in the utility model embodiment, chevron moulds stone landscape structure, comprise waterproof ground cushion 3, basal layer 4, main load bearing support structure 5, secondary load-carrying members 6, embedded iron parts 7, encorbelment angle steel layer 8 and reinforcing bar stratum reticulare 9, waterproof ground cushion 3 is positioned at the bottom, the laying scope of waterproof ground cushion 3 is determined according to bottom TP 1 and bottom setting-out profile 2, be specially: bottom setting-out profile 2 offsets 30cm than bottom TP 1, the laying scope of waterproof ground cushion 3 offsets 50cm than bottom TP 1, and the lap-joint between waterproof ground cushion 3 wants overlapping more than 30cm, basal layer 4 is positioned on waterproof ground cushion 3, on land or water body according to massif, the material that basal layer 4 adopts is different, for the massif of land, basal layer 4 adopts the concrete of C10, and the massif related in water body, basal layer 4 adopts the plain concrete of C20 or the concrete cemented rock of C15, according to the quality of soil layer situation or massif, volume, highly different, sometimes also armored concrete must be added in basal layer 4: main load bearing support structure 5 and time load-carrying members 6 are positioned on basal layer 4, main load bearing support structure 5 and time load-carrying members 6 form the skeleton of massif, embedded iron parts 7 pre-plugged is in main load bearing support structure 5, secondary load-carrying members 6 are connected with the outer surface of main load bearing support structure 5, what main load bearing support structure 5 adopted is shaped steel, what secondary load-carrying members 6 adopted is slotted-angle shelving, reinforcing bar stratum reticulare 9 connects and composes the general outline of massif by encorbelment angle steel layer 8 and time load-carrying members 6, what angle steel layer 8 of encorbelmenting adopted is Zinc-coated angle steel, the spacing in length and breadth of Zinc-coated angle steel controls at 800 × 800mm, reinforcing bar stratum reticulare 9 is made up of φ 6 reinforcing bar, spacing between each φ 6 reinforcing bar is 200mm, and this φ 6 rebar surface scribbles epoxy zinc-rich paint, for antirust, the outer surface of reinforcing bar stratum reticulare 9 is also disposed with the moulding layer of coloured cement 10, cured layer 11 and closed enamelled coating 12, the coloured cement entire body color method that the moulding layer 10 of coloured cement adopts, take coloured cement as mass-tone, be aided with water proof exterior wall spray painting to obtain, the thickness of the moulding layer 10 of coloured cement must not be less than 20mm, is advisable with 20-80mm, the spraying curing agent mode that cured layer 11 adopts, closes the spraying seal coat mode that enamelled coating 12 adopts.
According to needs such as folded water, waterfalls, the side that described chevron moulds stone landscape structure is also provided with gutter channel 13, corresponding to the position of flowing water.
Personnel whether can be held by usual channel or its inside feature of advancing thereon according to moulding stone, described chevron is moulded stone landscape structure and is also provided with A shape stone 14 and Type B moulds stone 15, and wherein A shape stone 14 comprises with Types Below: personnel by usual channel can thereon or its inside advance mould stone; Relate to folded water, flowing water, tank mould stone.Type B is moulded stone 15 and is comprised with Types Below: at a high speed lower than 2000mm, bottom area is obviously greater than topside area, and personnel by usual channel can not thereon or its inside advance mould stone; Secondary supporting construction 6 adopt L40 angle steel and be made in hardened ground mould stone; The bound edge in pond moulds stone, and what personnel cannot be arrived by usual channel moulds stone; Height higher than 2000mm, but personnel cannot be arrived by usual channel mould stone.
Refer to Fig. 3, A shape stone 14 comprises bottom hexagonal galvanized steel stratum reticulare A16, nonwoven layer 17, reinforcing bar stratum reticulare B18, gunite layer 19, top layer hexagonal galvanized steel stratum reticulare 20, coloured cement moulding layer B21, cured layer B22 and closed enamelled coating B23 from down to up; What bottom hexagonal galvanized steel stratum reticulare A16 adopted is string diameter is 1.5mm, aperture is the galvanized steel wire netting of 15mm; Nonwoven layer 17 band is fixed on the zinc-plated steel mesh A16 of bottom hexagonal; Reinforcing bar stratum reticulare B18 is formed by φ 6 reinforcing bar, and the spacing between each φ 6 reinforcing bar is 200mm, and reinforcing bar stratum reticulare B18 is welded to connect by Zinc-coated angle steel and bottom hexagonal galvanized steel stratum reticulare A16; Gunite layer 19 is sprayed by polyester fiber pea gravel concreten and forms; The coloured cement entire body color method that the moulding layer B21 of coloured cement adopts, be mass-tone with coloured cement, be aided with water proof exterior wall spray painting and obtain, the thickness of the moulding layer B21 of coloured cement must not be less than 20mm, is advisable with 20-80mm; The spraying curing agent mode that cured layer B22 adopts; Close the spraying seal coat mode that enamelled coating B23 adopts.
Refer to Fig. 4, Type B is moulded stone 15 and is comprised bottom hexagonal galvanized steel stratum reticulare B24, nonwoven layer 17, reinforcing bar stratum reticulare B18, gunite layer 19, coloured cement moulding layer B21, cured layer B22 and closed enamelled coating B23 from down to up; What bottom hexagonal galvanized steel stratum reticulare B24 adopted is the galvanized steel wire netting of 4 orders (string diameter is 4.5mm); Nonwoven layer 17 band is fixed on the zinc-plated steel mesh A16 of bottom hexagonal; Reinforcing bar stratum reticulare B18 is formed by φ 6 reinforcing bar, and the spacing between each φ 6 reinforcing bar is 200mm, and reinforcing bar stratum reticulare B18 is welded to connect by Zinc-coated angle steel and bottom hexagonal galvanized steel stratum reticulare A16; Gunite layer 19 is sprayed by polyester fiber pea gravel concreten and forms; The coloured cement entire body color method that the moulding layer B21 of coloured cement adopts, be mass-tone with coloured cement, be aided with water proof exterior wall spray painting and obtain, the thickness of the moulding layer B21 of coloured cement must not be less than 20mm, is advisable with 20-80mm; The spraying curing agent mode that cured layer B22 adopts; Close the spraying seal coat mode that enamelled coating B23 adopts.
The utility model by basal layer 4 and on main load bearing support structure 5, secondary load-carrying members 6, embedded iron parts 7, angle steel layer 8 of encorbelmenting jointly form the skeleton of massif, sound construction, intensity is high; By covering one deck reinforcing bar stratum reticulare 9 on this skeleton, form the general profile of massif, then be aided with the moulding layer of coloured cement 10, cured layer 11 and closed enamelled coating 12 and carry out decoration and form a kind of chevron with massif effect true to nature and mould stone landscape structure; Suitable plant can also be planted as required and beautify this view further, reach pleasing object.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.
In addition, be to be understood that, although this description is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of description is only for clarity sake, those skilled in the art should by description integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (9)
1. a chevron moulds stone landscape structure, it is characterized in that, comprise waterproof ground cushion (3), basal layer (4), main load bearing support structure (5), secondary load-carrying members (6), embedded iron parts (7), encorbelment angle steel layer (8) and reinforcing bar stratum reticulare (9); Described waterproof ground cushion (3) is positioned at the bottom, the laying scope skew TP 50cm of described waterproof ground cushion (3), and the lap-joint between waterproof ground cushion (3) wants overlapping more than 30cm; Described basal layer (4) is positioned on waterproof ground cushion (3); Described main load bearing support structure (5) and time load-carrying members (6) are positioned on basal layer (4), described main load bearing support structure (5) and time load-carrying members (6) form the skeleton of massif, described embedded iron parts (7) pre-plugged is in main load bearing support structure (5), described time load-carrying members (6) are connected with the outer surface of main load bearing support structure (5), and described reinforcing bar stratum reticulare (9) connects and composes the profile of massif by encorbelment angle steel layer (8) and time load-carrying members (6).
2. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, the outer surface of described reinforcing bar stratum reticulare (9) is also disposed with the moulding layer of coloured cement (10), cured layer (11) and closed enamelled coating (12).
3. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, the thickness of the moulding layer of described coloured cement (10) is not less than 20mm, is advisable with 20-80mm.
4. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, for the massif of land, described basal layer (4) adopts the concrete of C10, for the massif in water body, described basal layer (4) adopts the plain concrete of C20 or the concrete cemented rock of C15.
5. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, described basal layer (4) also adopts armored concrete.
6. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, what described main load bearing support structure (5) adopted is shaped steel, what described load-carrying members (6) adopted is slotted-angle shelving, what described angle steel layer (8) of encorbelmenting adopted is Zinc-coated angle steel, the spacing in length and breadth of described Zinc-coated angle steel controls at 800 × 800mm, and described reinforcing bar stratum reticulare (9) is made up of φ 6 reinforcing bar, and the spacing between described φ 6 reinforcing bar is 200mm.
7. chevron according to claim 6 moulds stone landscape structure, it is characterized in that, described φ 6 rebar surface scribbles epoxy zinc-rich paint, for antirust.
8. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, is also provided with gutter channel (13).
9. chevron according to claim 1 moulds stone landscape structure, it is characterized in that, is also provided with A shape stone (14) and Type B moulds stone (15); Described A shape stone (14) comprises bottom hexagonal galvanized steel stratum reticulare A (16), nonwoven layer (17), reinforcing bar stratum reticulare B (18), gunite layer (19), top layer hexagonal galvanized steel stratum reticulare (20), coloured cement moulding layer B (21), cured layer B (22) and closed enamelled coating B (23) from down to up; Described Type B is moulded stone (15) and is comprised bottom hexagonal galvanized steel stratum reticulare B (24), nonwoven layer (17), reinforcing bar stratum reticulare B (18), gunite layer (19), coloured cement moulding layer B (21), cured layer B (22) and closed enamelled coating B (23) from down to up; What described bottom hexagonal galvanized steel stratum reticulare A (16) adopted is string diameter is 1.5mm, aperture is the galvanized steel wire netting of 15mm; Described nonwoven layer (17) band is fixed on the zinc-plated steel mesh A (16) of bottom hexagonal; Described reinforcing bar stratum reticulare B (18) is formed by φ 6 reinforcing bar, and the spacing between each φ 6 reinforcing bar is 200mm, and described reinforcing bar stratum reticulare B (18) is welded to connect by Zinc-coated angle steel and bottom hexagonal galvanized steel stratum reticulare A (16); Described gunite layer (19) is sprayed by polyester fiber pea gravel concreten and forms; The thickness of the moulding layer B (21) of described coloured cement is not less than 20mm; What described bottom hexagonal galvanized steel stratum reticulare B (24) adopted is 4 object galvanized steel wire nettings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520243043.2U CN204641235U (en) | 2015-04-21 | 2015-04-21 | A kind of chevron moulds stone landscape structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520243043.2U CN204641235U (en) | 2015-04-21 | 2015-04-21 | A kind of chevron moulds stone landscape structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204641235U true CN204641235U (en) | 2015-09-16 |
Family
ID=54094010
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520243043.2U Expired - Fee Related CN204641235U (en) | 2015-04-21 | 2015-04-21 | A kind of chevron moulds stone landscape structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204641235U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638204A (en) * | 2016-11-29 | 2017-05-10 | 苏州基业生态园林股份有限公司 | Plastic stone dry stream structure and process thereof |
| CN106626945A (en) * | 2016-12-28 | 2017-05-10 | 苏州园林发展股份有限公司 | Anti-seismic rockery construction method |
| CN108656831A (en) * | 2018-05-10 | 2018-10-16 | 杭州江润科技有限公司 | Combined type skeleton piling and layout of stones moulds mountain and construction method |
| CN108915028A (en) * | 2018-08-01 | 2018-11-30 | 张有明 | A kind of smart city landscape water power generation device |
| CN110748120A (en) * | 2019-10-31 | 2020-02-04 | 华强方特文化科技集团股份有限公司 | Construction method of wall-attached plastic-stone structure |
| CN110761529A (en) * | 2019-10-31 | 2020-02-07 | 华强方特文化科技集团股份有限公司 | Construction method of modeling plastic-stone structure |
| CN110805241A (en) * | 2019-10-31 | 2020-02-18 | 华强方特文化科技集团股份有限公司 | Construction method of continuous strip-shaped plastic stone structure |
-
2015
- 2015-04-21 CN CN201520243043.2U patent/CN204641235U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638204A (en) * | 2016-11-29 | 2017-05-10 | 苏州基业生态园林股份有限公司 | Plastic stone dry stream structure and process thereof |
| CN106638204B (en) * | 2016-11-29 | 2020-01-03 | 苏州基业生态园林股份有限公司 | Plastic-stone drought stream structure and process thereof |
| CN106626945A (en) * | 2016-12-28 | 2017-05-10 | 苏州园林发展股份有限公司 | Anti-seismic rockery construction method |
| CN108656831A (en) * | 2018-05-10 | 2018-10-16 | 杭州江润科技有限公司 | Combined type skeleton piling and layout of stones moulds mountain and construction method |
| CN108915028A (en) * | 2018-08-01 | 2018-11-30 | 张有明 | A kind of smart city landscape water power generation device |
| CN108915028B (en) * | 2018-08-01 | 2020-12-08 | 吴克峰 | Water power generation device for smart city landscape |
| CN110748120A (en) * | 2019-10-31 | 2020-02-04 | 华强方特文化科技集团股份有限公司 | Construction method of wall-attached plastic-stone structure |
| CN110761529A (en) * | 2019-10-31 | 2020-02-07 | 华强方特文化科技集团股份有限公司 | Construction method of modeling plastic-stone structure |
| CN110805241A (en) * | 2019-10-31 | 2020-02-18 | 华强方特文化科技集团股份有限公司 | Construction method of continuous strip-shaped plastic stone structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204641235U (en) | A kind of chevron moulds stone landscape structure | |
| CN104773023B (en) | The close net of barricade adhesion type steelframe now moulds GRC artificial hillocks and its construction method | |
| CN1360658A (en) | Construction panel and installation for its fabrication | |
| CN204929783U (en) | The vertical greening body of wall of water storage type greening block and formation thereof | |
| CN1978219A (en) | Method for preparing landscape large-sized artificial hills | |
| CN204774343U (en) | Barricade adheres to close net of formula steelframe and moulds GRC artificial hillock at present | |
| CN105165453A (en) | Vertical greening brick and greening method thereof | |
| CN204875425U (en) | Ecological parking area of central authorities' grass planting check | |
| CN203912647U (en) | A kind of terrace cropping slot type greening side slope structure | |
| CN105165461B (en) | It is a kind of for the afforestation plant growth block of random-shaping, its preparation method and its application | |
| CN206521966U (en) | A kind of spray pond for converting water spray angle | |
| CN202248680U (en) | Novel glass fiber concrete imitation sandstone decorative sheet | |
| CN206205166U (en) | It is a kind of can synchronous crossed construction outer wall of basement waterproofing protection structure | |
| CN204982966U (en) | Decorative hidden inspection shaft lid | |
| CN203755202U (en) | Stone and wood flower box - iron art road dust collection and noise reduction isolation belt | |
| CN211341106U (en) | Landscape pond building structure | |
| CN210127530U (en) | Assembled hidden ground drainage structure | |
| CN203834728U (en) | Decoration node of H-shaped steel column wall surface of steel-structure building | |
| CN206397006U (en) | A kind of parapet of roofing flashing structure | |
| CN204826770U (en) | Accumulation of salt in surface soil pond structure is prevented to ecology | |
| CN218244672U (en) | Green plant enclosure drip irrigation system facility | |
| CN204418019U (en) | A kind of water conservation formula bridge deck pavement structure | |
| CN204929803U (en) | A kind of vertical greening water scenery structure | |
| CN219952328U (en) | Prefabricated wall landscape structure | |
| CN204081645U (en) | A kind of feature wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 Termination date: 20210421 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |