CN221321387U - Assembled form wall body component of exempting from to unpick - Google Patents
Assembled form wall body component of exempting from to unpick Download PDFInfo
- Publication number
- CN221321387U CN221321387U CN202323314034.1U CN202323314034U CN221321387U CN 221321387 U CN221321387 U CN 221321387U CN 202323314034 U CN202323314034 U CN 202323314034U CN 221321387 U CN221321387 U CN 221321387U
- Authority
- CN
- China
- Prior art keywords
- foam concrete
- galvanized metal
- metal embedded
- embedded part
- form wall
- 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
- 239000011381 foam concrete Substances 0.000 claims abstract description 99
- 239000002184 metal Substances 0.000 claims abstract description 67
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 50
- 239000010959 steel Substances 0.000 claims description 50
- 230000003014 reinforcing effect Effects 0.000 claims description 41
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 15
- 238000005266 casting Methods 0.000 abstract description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The assembled form wall member is easy and convenient to operate, does not need to put a large amount of labor, saves labor cost, is assembled in an assembling mode, and is beneficial to accelerating the site construction speed. The utility model comprises the following steps: the first S-shaped galvanized metal embedded parts of a plurality of are embedded in one side of the foam concrete outer connecting plate, the second S-shaped galvanized metal embedded parts of a plurality of are embedded in one side of the foam concrete inner connecting plate, the foam concrete outer connecting plate is connected with the first reinforcing steel mesh through the first S-shaped galvanized metal embedded parts, the foam concrete inner connecting plate is connected with the second reinforcing steel mesh through the second S-shaped galvanized metal embedded parts, the reinforcing steel mesh connecting parts are used for connecting the first reinforcing steel mesh with the second reinforcing steel mesh, one side, connected with the first reinforcing steel mesh, of the foam concrete outer connecting plate is made, and one side, connected with the second reinforcing steel mesh, of the foam concrete inner connecting plate is combined to form a casting cavity, and the casting cavity is used for accommodating concrete.
Description
Technical Field
The utility model mainly relates to the technical field of building walls, in particular to an assembled disassembly-free template wall component.
Background
The concrete slab wall is a wall structure, it is made up of concrete slab and steel bar net, its characteristic is that slab and wall are integrated, do not need to smear the insulating layer again on the outer wall, can be regarded as the outer wall directly, have dual function of structure and insulation, the concrete wallboard has already been used in various buildings such as the house, apartment, villa and business extensively at present, the concrete slab has thickness is controllable, the construction speed is fast, waterproof performance is good and fire behavior is good characteristic.
When the concrete slab wall is manufactured by casting, the reinforced mesh sheet and the template are required to be connected on site, after connection is completed, concrete is cast into a cavity formed by the template, the reinforced mesh sheet is also arranged in the cavity, after the concrete is cooled, the reinforced mesh sheet and the concrete form a whole, and then follow-up demoulding work is carried out, so that in the whole construction process, workers are required to participate in the connection of the reinforced mesh sheet and the template on site, and demoulding is also required to be carried out in the follow-up work, a large amount of labor is required to be input, the labor cost is high, and the overall site construction speed is low.
Disclosure of utility model
In order to solve the defects in the prior art, the utility model provides an assembled disassembly-free formwork wall component, which is characterized in that S-shaped galvanized metal embedded parts are embedded in a foam concrete outer connecting plate and a foam concrete inner connecting plate and are connected with a reinforcing steel mesh, when encountering a site, the S-shaped galvanized metal embedded parts can be directly assembled, the foam concrete outer connecting plate and the foam concrete inner connecting plate are combined to form a cavity, concrete is directly injected into the cavity to finish the manufacturing of a concrete slab wall, and the follow-up demoulding treatment is not needed, so that the operation is simple and convenient, a large amount of labor is not needed, the labor cost is saved, and the assembly is realized in an assembly mode, thereby being beneficial to accelerating the site construction speed.
The utility model aims to achieve the aim, and the aim is achieved by the following technical scheme:
The application provides an assembled disassembly-free template wall component, which comprises the following components: the first S-shaped galvanized metal embedded part, the second S-shaped galvanized metal embedded part, the foam concrete outer connecting plate, the foam concrete inner connecting plate, the reinforcing steel mesh connecting piece, the first reinforcing steel mesh and the second reinforcing steel mesh;
The utility model discloses a concrete pouring cavity, including first S type galvanized metal embedded part, foam concrete external connection board, second S type galvanized metal embedded part, foam concrete external connection board, first S type galvanized metal embedded part, foam concrete internal connection board, second S type galvanized metal embedded part, first reinforcing bar net piece, reinforcing bar net piece connecting piece are used for connecting first reinforcing bar net piece with the second reinforcing bar net piece is connected to the embedded part of one side of foam concrete external connection board, so that be connected with one side of first reinforcing bar net piece on the foam concrete external connection board, and be connected with on the foam concrete internal connection board one side combination formation pouring cavity of second reinforcing bar net piece, the pouring cavity is used for holding concrete.
Optionally, the connection mode of the first S-shaped galvanized metal embedded part and the foam concrete external connecting plate is integrally formed.
Optionally, the second S-shaped galvanized metal embedded part and the foam concrete inner connecting plate are integrally formed.
Optionally, the plurality of first S-shaped galvanized metal embedded parts are arranged at equal intervals.
Optionally, the second S-shaped galvanized metal embedded parts are arranged at equal intervals.
Optionally, the first S-shaped galvanized metal embedded part and the second S-shaped galvanized metal embedded part are on the same horizontal line.
Optionally, the upper ends of first reinforcing bar net piece and second reinforcing bar net piece are connected with first channel-section steel, first channel-section steel is used for strengthening first reinforcing bar net piece with the up end of second reinforcing bar net piece.
Optionally, the lower extreme of first reinforcing bar net piece and second reinforcing bar net piece is connected with the second channel-section steel, the second channel-section steel is used for strengthening first reinforcing bar net piece with the lower terminal surface of second reinforcing bar net piece.
Optionally, the channel-section steel connecting piece is all installed to foam concrete external board surface upper end and lower extreme, the channel-section steel connecting piece is used for connecting two foam concrete external board.
Optionally, the upper end and the lower extreme of foam concrete internal connection board surface are all installed the channel-section steel connecting piece, the channel-section steel connecting piece is used for connecting two foam concrete internal connection board.
Compared with the prior art, the utility model has the beneficial effects that:
The assembled disassembly-free template wall body component is provided with a first S-shaped galvanized metal embedded part, a second S-shaped galvanized metal embedded part, a foam concrete outer connecting plate, a foam concrete inner connecting plate, a reinforcing steel bar mesh connecting piece, a first reinforcing steel bar mesh and a second reinforcing steel bar mesh;
Wherein, the embedded first S type galvanized metal of a plurality of buries in one side of the outer fishplate bar of foam concrete, the embedded second S type galvanized metal of a plurality of buries in one side of the inner fishplate bar of foam concrete, the outer fishplate bar of foam concrete is connected with first reinforcing bar net piece through first S type galvanized metal buries, the inner fishplate bar of foam concrete is connected with second reinforcing bar net piece through second S type galvanized metal buries, reinforcing bar net piece connecting piece is used for connecting first reinforcing bar net piece and second reinforcing bar net piece, so that be connected with one side of first reinforcing bar net piece on the outer fishplate bar of foam concrete, and the combination of one side of being connected with the second reinforcing bar net piece on the inner fishplate bar of foam concrete forms the pouring cavity, the pouring cavity is used for holding concrete.
Furthermore, it is known that the S-shaped galvanized metal embedded part is embedded in the foam concrete outer connecting plate and the foam concrete inner connecting plate, the S-shaped galvanized metal embedded part and the steel bar mesh are connected and formed, when encountering a site, the S-shaped galvanized metal embedded part can be directly assembled without manual site assembly, the foam concrete outer connecting plate and the foam concrete inner connecting plate are combined to form a cavity through the steel bar mesh connecting piece, concrete can be directly injected into the cavity to complete the manufacture of the concrete slab wall, demoulding treatment is not needed in the follow-up process, the operation is simple and convenient, a large amount of labor is not needed, the labor cost is saved, the assembly is performed in an assembly mode, and the site construction speed is increased.
Drawings
FIG. 1 is a schematic side view of the interior of the overall construction of an assembled form wall member of the present application;
FIG. 2 is a schematic front view of the interior of the overall structure of the assembled form wall member of the present application;
FIG. 3 is a schematic connection diagram of two foam concrete external connection plates or two foam concrete internal connection plates in the assembled form wall member of the application connected by a channel steel connecting piece;
The reference numbers in the drawings: 1. a first S-shaped galvanized metal embedded part; 2. foam concrete external connection plates; 3. a first reinforcing mesh; 4. a reinforcing mesh connecting piece; 5. foam concrete inner joint plates; 6. a channel steel connecting piece; 7. a second reinforcing mesh; 8. a first channel steel; 9. a second S-shaped galvanized metal embedded part; 10. and the second channel steel.
Detailed Description
In the present application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely used to illustrate the relative positional relationships between the components or portions, and do not particularly limit the specific mounting orientations of the components or portions.
Also, some of the terms described above may be used to indicate other meanings in addition to orientation or positional relationships, for example, the term "upper" may also be used to indicate some sort of attachment or connection in some cases. The specific meaning of these terms in the present application will be understood by those of ordinary skill in the art according to the specific circumstances.
Furthermore, the terms "mounted," "configured," "provided," "connected," and "connected" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; may be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements, or components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the structures, proportions, sizes, etc. shown in the drawings are shown only in connection with the present disclosure for the purpose of understanding and reading by those skilled in the art, and are not intended to limit the scope of the application, which is defined by the appended claims, so that any structural modifications, proportional changes, or dimensional adjustments should not be made in the essential significance of the present disclosure without affecting the efficacy or achievement of the present application.
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
When the concrete slab wall is manufactured by casting, the reinforced mesh sheet and the template are required to be connected on site, after connection is completed, concrete is cast into a cavity formed by the template, the reinforced mesh sheet is also arranged in the cavity, after the concrete is cooled, the reinforced mesh sheet and the concrete form a whole, and then follow-up demoulding work is carried out, so that in the whole construction process, workers are required to participate in the connection of the reinforced mesh sheet and the template on site, and demoulding is also required to be carried out in the follow-up work, a large amount of labor is required to be input, the labor cost is high, and the overall site construction speed is low.
Based on the construction method, the application provides the assembled disassembly-free formwork wall component frame, the S-shaped galvanized metal embedded parts are pre-buried in the foam concrete outer connecting plate and the foam concrete inner connecting plate, and are connected with the steel bar net sheets, when encountering a site, the S-shaped galvanized metal embedded parts can be directly assembled, the foam concrete outer connecting plate and the foam concrete inner connecting plate are combined to form a cavity, concrete is directly injected into the cavity to finish the manufacture of the concrete slab wall, and the follow-up demoulding treatment is not needed, so that the operation is simple and convenient, a large amount of labor is not needed, the labor cost is saved, and the assembly is carried out in an assembly mode, thereby being beneficial to accelerating the site construction speed.
As shown in fig. 1 to 3, the present application provides a fabricated form wall member, comprising: the first S-shaped galvanized metal embedded part 1, the second S-shaped galvanized metal embedded part 9, the foam concrete outer connecting plate 2, the foam concrete inner connecting plate 5, the reinforcing mesh connecting piece 4, the first reinforcing mesh 3 and the second reinforcing mesh 7;
The first S-shaped galvanized metal embedded parts 1 are embedded in one side of the foam concrete outer connecting plate 2, the second S-shaped galvanized metal embedded parts 9 are embedded in one side of the foam concrete inner connecting plate 5, the foam concrete outer connecting plate 2 is connected with the first reinforcing steel mesh 3 through the first S-shaped galvanized metal embedded parts 1, the foam concrete inner connecting plate 5 is connected with the second reinforcing steel mesh 7 through the second S-shaped galvanized metal embedded parts 9, the reinforcing steel mesh connecting parts 4 are used for connecting the first reinforcing steel mesh 3 and the second reinforcing steel mesh 7, so that one side, connected with the first reinforcing steel mesh 3, of the foam concrete outer connecting plate 2 and one side, connected with the second reinforcing steel mesh 7, of the foam concrete inner connecting plate 5 are combined to form a casting cavity, and the casting cavity is used for accommodating concrete.
In the embodiment of the present application, a plurality of first S-shaped galvanized metal embedded parts 1 are embedded on one side of the foam concrete external connection plate 2, and the connection modes of the plurality of first S-shaped galvanized metal embedded parts 1 and the foam concrete external connection plate 2 are integrally formed, specifically, the connection modes of the first S-shaped galvanized metal embedded parts 1 and the foam concrete external connection plate 2 are undetachable, for example: the integral casting arrangement is not particularly limited herein. The first S-shaped galvanized metal embedded parts 1 are arranged on the foam concrete external connection board 2 at equal intervals, that is, the distances between every two first S-shaped galvanized metal embedded parts 1 are the same, the specific distances are not particularly limited, and the first S-shaped galvanized metal embedded parts can be set according to actual conditions.
Wherein, embedded a plurality of second S type galvanized metal buries 9 on the one side of foam concrete internal connection board 5, the connected mode that a plurality of second S type galvanized metal buries 9 and foam concrete internal connection board 5 is integrated into one piece setting, specifically, means that the connected mode of second S type galvanized metal buries 9 and foam concrete internal connection board 5 is the undetachable connection, for example: the integral casting arrangement is not particularly limited herein. The second S-shaped galvanized metal embedded parts 9 are arranged on the foam concrete inner joint plate 5 at equal intervals, that is, the distances between every two second S-shaped galvanized metal embedded parts 9 are the same, the specific distances are not particularly limited, and the second S-shaped galvanized metal embedded parts can be set according to actual conditions.
Wherein, for the convenience of connection, and also for guaranteeing the vertical stability of first reinforcing bar net piece 3 and second reinforcing bar net piece 7, set up the first S type galvanized metal embedded part 1 on the foam concrete external connection board 2 and set up the second S type galvanized metal embedded part 9 on the foam concrete internal connection board 5 on same horizontal line. Namely, the first S-shaped galvanized metal embedded parts 1 and the second S-shaped galvanized metal embedded parts 9 are respectively positioned on the same straight line in a pairwise corresponding way.
In practical application, the plurality of first S-shaped galvanized metal embedded parts 1 on the foam concrete external connection plate 2 are connected with the first steel bar net sheet 3, the plurality of second S-shaped galvanized metal embedded parts 9 on the foam concrete external connection plate 2 are connected with the second steel bar net sheet 7, after the connection assembly is completed, the foam concrete external connection plate 2 assembled with the first steel bar net sheet 3 and the foam concrete external connection plate 2 assembled with the second steel bar net sheet 7 are transported to a designated construction site, after the construction site is reached, the foam concrete external connection plate 2 and the foam concrete internal connection plate 5 are vertically placed according to practical conditions and are connected through the steel bar net sheet connecting pieces 4, one end of each steel bar net sheet connecting piece 4 is connected with the first steel bar net sheet 3, the other end of each steel bar net sheet connecting piece 4 is connected with the second steel bar net sheet 7, and the vertical fixation of the foam concrete external connection plate 2 and the foam concrete internal connection plate 5 can be realized through the steel bar net sheet connecting pieces 4.
Wherein, also can use reinforcing bar net piece connecting piece 4 to connect fixed with first reinforcing bar net piece 3 and second reinforcing bar net piece 7 for after forming the cavity between foam concrete external connection board 2 and the foam concrete internal connection board 5, transport the foam concrete external connection board 2 and the foam concrete internal connection board 5 that the whole is assembled together to the job site. The two modes can be realized, and the selection can be carried out according to actual conditions.
The foam concrete external connection plate 2 and the foam concrete internal connection plate 5 can be connected and combined to form a cavity through the steel bar mesh connecting piece 4, wherein, it is required to say that in order to further improve the vertical supporting performance of the first steel bar mesh 3 and the second steel bar mesh 7, the upper ends of the first steel bar mesh 3 and the second steel bar mesh 7 are connected with a first channel steel 8, the first channel steel 8 is used for reinforcing the upper end faces of the first steel bar mesh 3 and the second steel bar mesh 7, the lower ends of the first steel bar mesh 3 and the second steel bar mesh 7 are connected with a second channel steel 10, the second channel steel 10 is used for reinforcing the lower end faces of the first steel bar mesh 3 and the second steel bar mesh 7, after the reinforcement is completed, the concrete is put into the cavity during on-site pouring, and after the concrete is cooled, the concrete, the foam concrete external connection plate 2, the foam concrete internal connection plate 5, the first steel bar mesh 3 and the second steel bar mesh 7 are combined to form an integral wall, so that demoulding treatment is not needed, the operation is convenient, the labor cost is saved, the on-site assembly is accelerated, and the construction cost is saved.
In order to further strengthen the connection stability between the two foam concrete outer connecting plates 2 and the foam concrete inner connecting plate 5, casting or transportation is convenient, specifically, channel steel connecting pieces 6 are arranged at the upper end and the lower end of the outer surface of the foam concrete outer connecting plate 2, and the channel steel connecting pieces 6 are used for connecting the two foam concrete outer connecting plates 2; and channel steel connectors 6 are arranged at the upper end and the lower end of the outer surface of the foam concrete inner connecting plate 5, and the channel steel connectors 6 are used for connecting the two foam concrete inner connecting plates 5.
The above disclosed features are not limited to the disclosed combinations with other features, and other combinations between features can be made by those skilled in the art according to the purpose of the utility model to achieve the purpose of the utility model.
Claims (10)
1. An assembled form wall component, comprising: the first S-shaped galvanized metal embedded part, the second S-shaped galvanized metal embedded part, the foam concrete outer connecting plate, the foam concrete inner connecting plate, the reinforcing steel mesh connecting piece, the first reinforcing steel mesh and the second reinforcing steel mesh;
The utility model discloses a concrete pouring cavity, including first S type galvanized metal embedded part, foam concrete external connection board, second S type galvanized metal embedded part, foam concrete external connection board, first S type galvanized metal embedded part, foam concrete internal connection board, second S type galvanized metal embedded part, first reinforcing bar net piece, reinforcing bar net piece connecting piece are used for connecting first reinforcing bar net piece with the second reinforcing bar net piece is connected to the embedded part of one side of foam concrete external connection board, so that be connected with one side of first reinforcing bar net piece on the foam concrete external connection board, and be connected with on the foam concrete internal connection board one side combination formation pouring cavity of second reinforcing bar net piece, the pouring cavity is used for holding concrete.
2. The assembled form wall member as claimed in claim 1, wherein the first S-shaped galvanized metal embedded part is integrally formed with the foam concrete external connection plate.
3. The assembled form wall member as claimed in claim 2, wherein the second S-shaped galvanized metal embedded part is integrally formed with the foam concrete inner joint plate.
4. A fabricated form wall structure according to claim 3, wherein a plurality of said first S-shaped galvanized metal embedded parts are disposed at equal intervals.
5. The assembled form wall component as claimed in claim 4, wherein a plurality of the second S-shaped galvanized metal embedded parts are disposed at equal intervals.
6. The assembled form wall component of claim 5, wherein the first S-shaped galvanized metal embedded part and the second S-shaped galvanized metal embedded part are on the same horizontal line.
7. The assembled form wall member of claim 1, wherein the upper ends of the first and second reinforcement mesh sheets are connected with a first channel steel, the first channel steel being used to reinforce the upper end surfaces of the first and second reinforcement mesh sheets.
8. The assembled form wall member of claim 1, wherein the lower ends of the first and second reinforcement mesh sheets are connected with a second channel steel for reinforcing the lower end surfaces of the first and second reinforcement mesh sheets.
9. The assembled form wall member of claim 1, wherein the foam concrete outer panels are each provided with a channel connector at the upper and lower ends of the outer surface thereof, the channel connectors being adapted to connect two of the foam concrete outer panels.
10. The assembled form wall element of claim 1, wherein the foam concrete inner panel has channel connectors mounted to the upper and lower ends of the outer surface of the foam concrete inner panel, the channel connectors being adapted to connect two of the foam concrete inner panels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323314034.1U CN221321387U (en) | 2023-12-06 | 2023-12-06 | Assembled form wall body component of exempting from to unpick |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323314034.1U CN221321387U (en) | 2023-12-06 | 2023-12-06 | Assembled form wall body component of exempting from to unpick |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221321387U true CN221321387U (en) | 2024-07-12 |
Family
ID=91786368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323314034.1U Active CN221321387U (en) | 2023-12-06 | 2023-12-06 | Assembled form wall body component of exempting from to unpick |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221321387U (en) |
-
2023
- 2023-12-06 CN CN202323314034.1U patent/CN221321387U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912232A (en) | Assembly-type special-shaped composite wall made by thin-walled cold-formed steel | |
| CN107119827A (en) | A kind of frame joint assembled wall body construction | |
| CN216442759U (en) | General mould of prefabricated wallboard of assembly type structure | |
| CN221321387U (en) | Assembled form wall body component of exempting from to unpick | |
| CN206916998U (en) | A kind of frame joint assembled wall body construction | |
| CN221321386U (en) | Decoration wall body component of assembled form of exempting from to unpick | |
| CN203583720U (en) | Light-weight steel structure and light-weight concrete cast-in-place wall body | |
| CN216075575U (en) | Bracket device for ultra-low energy consumption building heat preservation and structure integrated system | |
| CN210369497U (en) | Floor bottom die block and floor | |
| CN110374241B (en) | Floor bottom module, floor and method for constructing floor | |
| CN110847435B (en) | Peripheral retaining wall body of assembled building | |
| CN113618887A (en) | General mould of prefabricated wallboard of assembly type structure | |
| CN220058551U (en) | Light wallboard with core-pulling holes | |
| CN221255893U (en) | Assembled wallboard | |
| CN205713076U (en) | Integral type longitudinal wall draws seam component | |
| CN211850134U (en) | Fireproof shear wall building structure | |
| CN213233777U (en) | Continuous heat preservation type node device for prefabricated air conditioner plate | |
| CN220848153U (en) | A prefabricated wallboard of dry-type connection for assembled building | |
| CN215888559U (en) | Lattice formula sandwich insulation concrete L type structure | |
| CN215253401U (en) | Lattice formula steel sheet concrete L type structure | |
| CN219158043U (en) | Assembled shear wall and board connection energy consumption node | |
| CN115030398B (en) | External wall board embedded structure and construction method thereof | |
| CN216949063U (en) | Prefabricated heat preservation integration side fascia of assembled | |
| CN219909469U (en) | Prefabricated steel structure's green building element of assembled | |
| CN211949422U (en) | Prefabricated indoor luffer boards that waft |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |