CN215483897U - Stone cage curtain wall structure - Google Patents
Stone cage curtain wall structure Download PDFInfo
- Publication number
- CN215483897U CN215483897U CN202121723204.XU CN202121723204U CN215483897U CN 215483897 U CN215483897 U CN 215483897U CN 202121723204 U CN202121723204 U CN 202121723204U CN 215483897 U CN215483897 U CN 215483897U
- Authority
- CN
- China
- Prior art keywords
- shaping
- curtain wall
- plate
- vertical
- step plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000004575 stone Substances 0.000 title claims abstract description 43
- 238000007493 shaping process Methods 0.000 claims abstract description 58
- 238000010276 construction Methods 0.000 claims abstract description 12
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 239000011374 ultra-high-performance concrete Substances 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims 2
- 238000000429 assembly Methods 0.000 claims 2
- 239000011083 cement mortar Substances 0.000 abstract description 9
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 239000002245 particle Substances 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000000465 moulding Methods 0.000 description 12
- 239000000463 material Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Abstract
The utility model discloses a gabion curtain wall structure which adopts a stepped support frame, wherein a plurality of shaping net cages are piled and molded along steps formed by a plurality of stepped plates of the stepped support frame from bottom to top, the shaping net cages are subjected to multi-point position constraint through a first limiting part and a second limiting part, a flat slope surface is formed on the front surface of the curtain wall, and decorative broken stones are filled in the shaping net cages without being bonded. The utility model solves the problems that the traditional construction of the gabion curtain wall for decorative stones with small particle sizes is not beneficial to environmental protection due to the adoption of cement mortar for bonding and the manual construction cost is high.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a gabion curtain wall structure.
Background
In order to be fused with the surrounding environment, the building facade is usually decorated by stone materials, and then a gabion curtain wall utilizing decorative stones with the diameters of 55-200 mm is produced. The traditional construction process of the gabion curtain wall mainly adopts masonry or staggered bonding on the wall surface for decorative stones in the interval range. The traditional method has three defects, namely, cement mortar is used as a bonding material between the stone cracks. As the modern construction places more and more importance on the environmental protection requirement, the cement mortar is not allowed to be mixed on site, and needs to be mixed by appointed manufacturers, thereby increasing the transportation cost. Secondly, the decorative stone blocks are small in diameter and broken, the stone blocks are built manually, and labor cost is high. And thirdly, the stone is in an outdoor environment, is blown by wind and is exposed to the sun, and the building levels of workers are uneven, so that stones in the gabion curtain wall are easy to fall off, potential safety hazards exist, and the attractiveness is influenced.
SUMMERY OF THE UTILITY MODEL
For overcoming the defect that prior art exists, provide a gabion curtain wall construction now to solve and adopt traditional gabion curtain construction to the little decorative stone of particle diameter to adopt cement mortar bonding to be unfavorable for the environmental protection and the artifical problem of building by laying bricks or stones with high costs.
In order to realize above-mentioned purpose, provide a gabion curtain wall construction, include:
the supporting frame comprises a plurality of vertical plates and a plurality of step plates, the vertical plates are parallel to each other in plate surface and are oppositely arranged, the vertical plates are provided with a first inclined side and a first vertical side which are opposite in the horizontal direction, the upper end of the first inclined side is obliquely arranged towards the first vertical side, a plurality of supporting parts arranged along the length direction of the first inclined side are formed on the first inclined side, and two ends of each step plate are respectively lapped on two supporting parts corresponding to the positions of two adjacent vertical plates;
the shaping net cages are arranged on the outer side of the first inclined side in a stepped mode, each shaping net cage is provided with a second inclined side and a second vertical side which are opposite to each other, the inclined direction of the second inclined side is the same as that of the first inclined side, the second inclined sides of the shaping net cages are arranged in a coplanar mode, the second vertical sides abut against the outer side of the step plate, the shaping net cages are supported on the second inclined sides of the shaping net cages at the upper stage, and the second vertical sides of the shaping net cages at the upper stage rest on the step plate abutted by the shaping net cages at the current stage;
the at least two first limiting parts are arranged at the upper part of the step plate and penetrate through the side wall of the upper-stage shaping net cage;
the second limiting part is installed on the outer side of the step plate and penetrates through the side wall of the current-order shaping cylinder mould, one end, far away from the step plate, of the second limiting part is connected with an upward turning rod, and the upward turning rod penetrates through the side walls of the current-order shaping cylinder mould and the upper-order shaping cylinder mould; and
and the decorative stone blocks are filled in the plurality of shaping net cages and coated on the first limiting part, the second limiting part and the upturning rod.
Further, moulding cylinder mould include the net shell with install in skeleton in the net shell, the upper portion of net shell support in the second slope side of last first-order moulding cylinder mould, decorate the stone pack in the net shell and cladding in the skeleton.
Further, the reticulated shell comprises:
the inner net cover is abutted against the outer side of the step plate; and
the outer screen panel, the cover mouth of outer screen panel with the cover mouth of interior screen panel is relative and link together, outer screen panel with the interior screen panel encloses to close and forms the filling space, the skeleton install in the filling space, decorate the stone fill in the filling space.
Furthermore, the plurality of supporting parts are arranged at intervals along the length direction of the first inclined side, an insertion groove is formed between every two adjacent supporting parts, and the end part of the step plate is detachably inserted into the insertion groove.
Further, the step plate and the vertical plate are ultra-high performance concrete plates.
Furthermore, a vertically arranged connecting sleeve is embedded in the upper portion of the step plate, and the first limiting part is detachably inserted into the connecting sleeve.
Further, the both ends of step board are respectively through coupling assembling detachably overlap joint in the corresponding two in position the supporting part, coupling assembling is including the first flange board and the second flange board that are the angle setting, the outside of first flange board press support in vertical board, the outside of second flange board connect in the bottom of step board, same the relative both sides of vertical board first flange board is through drawing the screw rod drawknot together.
Further, the outer side of the step plate is flush with the side of the support portion away from the first inclined side.
Furthermore, the outer side of the step plate is wrapped with a corner protection plate, and the second limiting part is connected to the corner protection plate.
The stone cage curtain wall structure has the advantages that the stone cage curtain wall structure adopts the stone cage curtain wall broken stone decoration method, but the falling risk of decorative stones caused by the fact that building is not firm due to the fact that cement mortar is adopted for building is avoided, meanwhile, the process flow of mixing the cement mortar is omitted, and the stone cage curtain wall structure conforms to the trend of green buildings.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of a gabion curtain wall structure according to an embodiment of the utility model.
FIG. 2 is a schematic diagram of a support shelf according to an embodiment of the present invention.
Fig. 3 is an exploded view of the plastic cage according to the embodiment of the utility model.
Fig. 4 is a cross-sectional view of a connection node of a step plate and a plastic cylinder mould according to an embodiment of the utility model.
Fig. 5 is a top view of a step plate and a molding netpen connection node according to an embodiment of the utility model.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1 to 5, the present invention provides a gabion curtain wall structure comprising: a supporting frame, a plurality of shaping net cages 2, at least two first limiting parts 3, a second limiting part 4 and a decorative stone block (not shown in the attached drawings).
Wherein the support frame comprises a plurality of vertical plates 11 and a plurality of step plates 12. The face of polylith vertical plate 11 is parallel and relative setting. The vertical plate 11 has a first inclined side and a first vertical side a opposite in the horizontal direction. The upper end of the first inclined side is disposed obliquely toward the first vertical side a. The first inclined side is formed with a plurality of supporting portions 111 provided along a longitudinal direction of the first inclined side. Two ends of the step plate 12 are respectively lapped on two supporting parts 111 corresponding to the positions of two adjacent vertical plates 11. The plurality of step plates are arranged in a step shape.
In this embodiment, the vertical plates are right trapezoid. The vertical side of the right trapezoid is a first vertical side, and the oblique side of the right trapezoid is a first oblique side. The length direction setting of a plurality of supporting parts along right trapezoid's side bevel, the top of supporting part is the plane, and one side of keeping away from first vertical side of supporting part is vertical side. Overall, the support frame is a stepped support.
A plurality of moulding cylinder mould 2 are cascaded and set up in the outside of first slope side. In this embodiment, a plastic mesh cage is placed on each step plate of each step of the support frame. The upper part of the shaping cylinder mould is provided with a material filling opening.
In particular, the shaping netpen 2 has opposite second inclined and second vertical sides. The second inclined side is inclined in the same direction as the first inclined side of the vertical plate. The second inclined sides of the plurality of moulding netcages 2 are arranged coplanar. The second vertical side abuts against the outside of the step plate 12 and the side of the support portion away from the first vertical side. The second vertical side rests on the stepped plate 12 against which the current-stage shaping cylinder 2 abuts, i.e. the second inclined side rests on the upper part of the shaping cylinder which is shielded below. The shaping wire cage 2 is supported on a second inclined side of the shaping wire cage 2 of a previous step (the previous step is determined based on the installation heights of the shaping wire cages, e.g., the shaping wire cage above the shaping wire cage of the current step is the previous step). In this embodiment, the bottom of the upper stage of the shaping netpen completely covers the top of the lower shaping netpen and the step plate, and the first inclined sides of two adjacent stages of the shaping netpen are arranged coplanar. And the second inclined sides of the shaping net cages form a gabion curtain wall with a flat slope surface.
In order to restrain or restrain the plurality of plastic net cages and the supporting frame, at least two first limiting parts 3 are arranged at the upper part of the step plate 12, and the first limiting parts penetrate through the side wall of the plastic net cage 2 at the previous step. In this embodiment, the first limiting member extends to the inside of the plastic cylinder mould. The first limiting parts are arranged at intervals along the length direction of the step plate. The number of the first limiting pieces is two.
Meanwhile, the second limiting member 4 is installed at the outer side of the step plate 12, and the second limiting member 4 is inserted through the sidewall of the current-stage shaping cylinder mould 2 and extends to the inside of the current-stage shaping cylinder mould. One end of the second limiting member 4, which is far away from the step plate 12, is connected with an upward-turning rod 41, and the upward-turning rod 41 is upward penetrated through the side walls of the current-step molding cylinder mould 2 and the previous-step molding cylinder mould 2 and extends into the interior of the previous-step molding cylinder mould.
The decorative stone blocks are filled in the plurality of shaping net cages 2 and are coated on the first limiting part 3, the second limiting part 4 and the upturning rod 41.
In addition to the plastic netpen of the first step at the bottom, the other plastic netpens are four constraining points (two constraining points of the first limiting member, one constraining point of the second limiting member and one constraining point of the upturning rod), so that the plastic netpens of the upper and lower steps are vertically connected. Except for the first shaping net cage of the bottom layer and the last shaping net cage of the top layer, the rest shaping net cages are provided with four constraint points, so that the accurate positioning and the stable structure of the shaping net cages are ensured.
The gabion curtain wall structure adopts the stepped support frame, a plurality of shaping net cages are piled and molded along steps formed by a plurality of stepped plates of the stepped support frame from bottom to top, the shaping net cages are subjected to multi-point position constraint through the first limiting piece and the second limiting piece, a flat slope surface is formed on the front surface of the curtain wall, and decorative broken stones are filled in the shaping net cages. The gabion curtain wall structure adopts the stone-breaking decoration method of the gabion curtain wall, but avoids the falling risk of decorative stones caused by infirm building due to the adoption of cement mortar for building, simultaneously saves the process flow of mixing cement mortar, and conforms to the trend of green buildings.
In a preferred embodiment, the molding netpen 2 comprises a net shell 21 and a skeleton 22. The skeleton is equivalent to a keel, and the reticulated shell is equivalent to a skin. The skeleton 22 is installed in the reticulated shell 21. The upper part of the mould shell 21 is supported on the second inclined side of the upper stage shaping cylinder mould 2. The decorative stone blocks are filled in the latticed shell 21 and coated on the framework 22.
Specifically, the reticulated shell 21 includes: an inner mesh enclosure 212 and an outer mesh enclosure 211. The upper part of the cover opening of the outer net cover is provided with a gap. The cover opening of the inner net cover 212 is arranged opposite to the cover opening of the outer net cover 211. One end of the inner mesh enclosure 212 far away from the enclosure opening is abutted against the outer side of the step plate 12. The cover opening of the outer net cover 211 is connected with the cover opening of the inner net cover 212, and the outer net cover 211 and the inner net cover 212 enclose to form a filling space. The skeleton 22 is installed in the filling space. The decorative stone blocks are filled in the filling space. The two ends of the framework are respectively connected to the inner wall of the outer net cover and the inner wall of the inner net cover.
In this embodiment, the inner and outer cages of the reticulated shell are made of stainless steel round bars of Φ 4mm, and the skeleton is made of stainless steel round bars of Φ 10 mm. The net shell and the framework are right-angled trapezoids, and a certain distance is reserved between the framework and the inner wall supports of the inner net cover and the outer net cover on the rest surfaces except the back surface, the upper bottom surface and the lower bottom surface. During installation, the framework is firstly spot-welded on the inner side wall of the inner mesh enclosure, and then the opening of the outer mesh enclosure and the opening of the inner mesh enclosure are spot-welded to form a mesh shell. And (4) putting the selected decorative stone blocks from the material filling port at the upper part of the reticulated shell. When the decorative stone blocks are placed, the flat surface should be towards the outside, and the local cross keel of the framework should be filled with small stone materials. The overlapping of the adjacent shaping net cages is required to be on the same straight line horizontally and vertically.
The stone cage curtain wall structure adopts the round rods to prepare the shaping net cage to pocket the decorative stones, so that the falling risk caused by bonding by using cement mortar is avoided, most of the operations are to pour the stones into the stone cage, and the stones are only required to be placed at the positions close to the outer side and the transverse keel of the framework, so that the labor is saved, and the construction period is shortened.
In a preferred embodiment, the plurality of supporting portions 111 are disposed at intervals along the longitudinal direction of the first inclined side. The distance between two adjacent supporting parts is equal. An insertion groove is formed between two adjacent supporting parts 111. The end of the step plate 12 is detachably inserted into the insertion groove.
In this embodiment, the two ends of the step plate 12 are detachably connected to the two corresponding supporting portions 111 through the connecting assembly 5, and the connecting assembly 5 includes a first flange and a second flange arranged at an angle. The outer side of the first flange plate is pressed against the vertical plate 11. The outer side of the second flange plate is connected to the bottom of the step plate 12. The first flange plates on two opposite sides of the same vertical plate 11 are pulled together by a counter-pull screw. The perforation that supplies to wear to establish is seted up to vertical board to the threaded rod of drawing, and the both ends of drawing the threaded rod extend the inboard of two first flange boards respectively. Nuts are screwed on two ends of the opposite-pulling screw respectively and press against the inner side of the first flange plate.
In this embodiment, a vertically disposed connection sleeve is embedded in an upper portion of the step plate 12. The first limiting member 3 is detachably inserted into the connecting sleeve. Further, the first limiting part is a screw rod, and the connecting sleeve is a straight thread sleeve. The first limiting piece is screwed on the connecting sleeve.
In the present embodiment, the outside of the step plate 12 is covered with a corner protector plate 6. One side of the corner protection plate is provided with a socket, and the outer side of the step plate is embedded in the socket of the corner protection plate. The second limiting member 4 is connected to the corner protecting plate 6. Furthermore, a first through hole is formed in the step plate, and second through holes opposite to the first through hole are formed in the groove walls on the two equal sides of the bearing groove of the corner protection plate. And locking screws penetrate through the first through holes and the second through holes which are aligned in position, and two ends of each locking screw extend to the outer side of the corner protection plate respectively and are screwed with nuts. The nut is pressed against the outer side wall of the corner protection plate.
As a preferred embodiment, the second limiting member is a rod disposed along the horizontal direction. One end of the rod piece close to the corner protecting plate is provided with a supporting rod which is arranged along the vertical direction. The support rod is welded on the corner protection plate in a full-welding mode.
In the present embodiment, the step plate 12 and the vertical plate 11 are ultra high performance concrete plates. Because the whole weight of the filled decorative macadam is larger, the supporting member material adopts ultra-high performance concrete.
The outer side of the step plate 12 is flush with the side of the support portion 111 away from the first inclined side.
The utility model provides a construction method of a gabion curtain wall structure, which comprises the following steps:
s1: mounting a support frame on a mounting surface, and mounting at least two first limiting pieces 3 and two second limiting pieces 4 on the upper part and the outer side of a step plate 12 respectively;
s2: the moulding net cage 2 is arranged layer by layer from bottom to top.
Wherein step S2 includes step S21 of installing first order plastic netcages and step S22 of installing other order plastic netcages 2.
Specifically, when step S21 is executed, the shaping netpen 2 is respectively placed on the installation surface and abutted against the outer side of the step plate 12 of the lowest step; the second limiting part 4 is arranged on the side wall of the plastic cylinder mould 2 in a penetrating way and extends to the inside of the plastic cylinder mould, and the upturning rod 41 is arranged on the plastic cylinder mould 2 in a penetrating way and extends to the upper part of the plastic cylinder mould 2; and filling decorative broken stones in the material filling port of the shaping net cage 2. Step S21 is repeated until the first stage molding netpen is installed.
When step S22 is implemented, the current-stage plastic cylinder mould 2 is respectively placed on the next-stage plastic cylinder mould 2 (the next-stage plastic cylinder mould is the one installed in the previous stage and is the lower part determined based on the installation heights of the multiple plastic cylinder moulds) filled with decorative stones and is abutted against the outer side of the current-stage plate 12, the next-stage upward-turning rod 41 is inserted into the side wall of the current-stage plastic cylinder mould 2, the upward-turning rod 41 of the current-stage plate 12 is inserted into the current-stage plastic cylinder mould 2 and extends to the upper side of the current-stage plastic cylinder mould 2, and decorative broken stones are filled in the material filling port of the current-stage plastic cylinder mould 2. And repeating the step S22 to finish the installation of the moulding net cage of each layer by layer.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be understood by those skilled in the art that the scope of the present invention is not limited to the specific combination of the above-mentioned features, but also covers other embodiments formed by any combination of the above-mentioned features or their equivalents without departing from the spirit of the present invention. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (9)
1. A gabion curtain wall construction, comprising:
the supporting frame comprises a plurality of vertical plates and a plurality of step plates, the vertical plates are parallel to each other in plate surface and are oppositely arranged, the vertical plates are provided with a first inclined side and a first vertical side which are opposite in the horizontal direction, the upper end of the first inclined side is obliquely arranged towards the first vertical side, a plurality of supporting parts arranged along the length direction of the first inclined side are formed on the first inclined side, and two ends of each step plate are respectively lapped on two supporting parts corresponding to the positions of two adjacent vertical plates;
the shaping net cages are arranged on the outer side of the first inclined side in a stepped mode, each shaping net cage is provided with a second inclined side and a second vertical side which are opposite to each other, the inclined direction of the second inclined side is the same as that of the first inclined side, the second inclined sides of the shaping net cages are arranged in a coplanar mode, the second vertical sides abut against the outer side of the step plate, the shaping net cages are supported on the second inclined sides of the shaping net cages at the upper stage, and the second vertical sides of the shaping net cages at the upper stage rest on the step plate abutted by the shaping net cages at the current stage;
the at least two first limiting parts are arranged at the upper part of the step plate and penetrate through the side wall of the upper-stage shaping net cage;
the second limiting part is installed on the outer side of the step plate and penetrates through the side wall of the current-order shaping cylinder mould, one end, far away from the step plate, of the second limiting part is connected with an upward turning rod, and the upward turning rod penetrates through the side walls of the current-order shaping cylinder mould and the upper-order shaping cylinder mould; and
and the decorative stone blocks are filled in the plurality of shaping net cages and coated on the first limiting part, the second limiting part and the upturning rod.
2. The gabion curtain wall structure of claim 1, wherein the shaping mesh cage comprises a mesh shell and a skeleton mounted in the mesh shell, the upper part of the mesh shell is supported on the second inclined side of the upper shaping mesh cage, and the decorative stone blocks are filled in the mesh shell and coated on the skeleton.
3. A gabion curtain wall construction according to claim 2, wherein the latticework comprises:
the inner net cover is abutted against the outer side of the step plate; and
the outer screen panel, the cover mouth of outer screen panel with the cover mouth of interior screen panel is relative and link together, outer screen panel with the interior screen panel encloses to close and forms the filling space, the skeleton install in the filling space, decorate the stone fill in the filling space.
4. The gabion curtain wall structure of claim 1, wherein a plurality of the support portions are arranged at intervals in a length direction of the first inclined side, an insertion groove is formed between adjacent two of the support portions, and an end portion of the step plate is detachably inserted into the insertion groove.
5. The gabion curtain wall structure of claim 1, wherein the step panels and the vertical panels are ultra high performance concrete panels.
6. The gabion curtain wall structure according to claim 1, wherein vertically-arranged connecting sleeves are embedded in the upper portions of the step plates, and the first limiting members are detachably inserted into the connecting sleeves.
7. The gabion curtain wall structure according to claim 1, wherein the two ends of the step plate are detachably lapped on the two corresponding supporting parts through connecting assemblies respectively, the connecting assemblies comprise a first flange plate and a second flange plate which are arranged at an angle, the outer side of the first flange plate is pressed against the vertical plate, the outer side of the second flange plate is connected to the bottom of the step plate, and the first flange plate on the two opposite sides of the vertical plate is tied together through a split screw.
8. A gabion curtain wall construction according to claim 1, characterised in that the outer side of the step panel is flush with the side of the support remote from the first sloping side.
9. A gabion curtain wall structure according to claim 1, wherein the step panel is externally clad with a corner protection panel, the second retaining member being connected to the corner protection panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121723204.XU CN215483897U (en) | 2021-07-27 | 2021-07-27 | Stone cage curtain wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121723204.XU CN215483897U (en) | 2021-07-27 | 2021-07-27 | Stone cage curtain wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215483897U true CN215483897U (en) | 2022-01-11 |
Family
ID=79752450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121723204.XU Active CN215483897U (en) | 2021-07-27 | 2021-07-27 | Stone cage curtain wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215483897U (en) |
-
2021
- 2021-07-27 CN CN202121723204.XU patent/CN215483897U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101553345B1 (en) | Method for constructing junction between the double wall Precast Concrete panels and the junction structure | |
| US10273698B2 (en) | Connector for form boards and system for cast construction | |
| WO2017028475A1 (en) | Prefabricated wall for assembled house | |
| CN104032888A (en) | Integrally prefabricated multifunctional composite external wall panel and industrial building external wall | |
| WO2017028476A1 (en) | Prefabricated hoisting wall of assembly-type building | |
| CN113463801A (en) | Gabion curtain wall structure and construction method thereof | |
| CN215483897U (en) | Stone cage curtain wall structure | |
| CN103470038B (en) | Concrete one-step forming process of building appearance moulding and main structure | |
| KR102063260B1 (en) | Waterproof panel for construction using composite material and steel angle | |
| JP6890212B2 (en) | Building materials | |
| CN115977278A (en) | Assembled light steel combined truss supported steel wire mesh frame mortar-perlite-polyphenyl composite shear wall and manufacturing method thereof | |
| US20020056835A1 (en) | Solid-appearing fence system | |
| CN203947671U (en) | Integral prefabricated multi-functional compound external wall panel and industrialized building exterior wall | |
| CN111535484B (en) | Integral spraying wall structure with inner and outer moulds | |
| TWM631951U (en) | Dry construction slat structure | |
| CN210529916U (en) | Low-rise assembled steel concrete structure building | |
| CN113882565A (en) | Assembly type unit ceramic brick dry-hanging curtain wall system and construction method thereof | |
| CN2911049Y (en) | In-situ light-weight composite wall | |
| CN211690962U (en) | Assembled keeps warm and decorates integrative outer wallboard and connected node | |
| CN203129388U (en) | Formwork applied to dense rib structure floor system buildings | |
| CN106245828A (en) | The method of construction of heat insulation integrated body of wall | |
| KR101231779B1 (en) | Extended precast concrete panel and construction method of it | |
| CN111206737A (en) | Wall connecting piece of plug-in type low-carbon heat-preservation energy-saving plate | |
| CN217079303U (en) | Hollow clay brick building curtain wall structure | |
| CN215829795U (en) | Steel construction panel convenient to construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Gabion curtain wall structure Effective date of registration: 20231205 Granted publication date: 20220111 Pledgee: Industrial Bank Co.,Ltd. Shanghai Exchange Branch Pledgor: Shanghai Tongzheng aluminum structure construction technology Co.,Ltd. Registration number: Y2023310000804 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |