CN210827936U - Assembled modularization lightweight steel construction wall body - Google Patents
Assembled modularization lightweight steel construction wall body Download PDFInfo
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- CN210827936U CN210827936U CN201921104564.4U CN201921104564U CN210827936U CN 210827936 U CN210827936 U CN 210827936U CN 201921104564 U CN201921104564 U CN 201921104564U CN 210827936 U CN210827936 U CN 210827936U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 266
- 239000010959 steel Substances 0.000 title claims abstract description 266
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 230000002787 reinforcement Effects 0.000 claims abstract description 85
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 27
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 238000011065 in-situ storage Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of the building, concretely relates to assembled modularization light steel structure wall, including first part wall and second part wall, first part wall and second part wall all include framework of steel reinforcement and C shaped steel, wherein one end of the framework of steel reinforcement of first part wall is connected with one end of the framework of steel reinforcement of second part wall, the other end of the framework of steel reinforcement of first part wall and the other end of the framework of steel reinforcement of second part wall all are connected with C shaped steel; and light concrete is poured in the grooves of the C-shaped steel and on the steel reinforcement framework. The utility model provides an assembled modularization lightweight steel construction wall body can avoid cast in situ concrete, makes the construction of on-the-spot wall body simple fast, saves the time limit for a project, and wall body intensity is high.
Description
Technical Field
The utility model belongs to the technical field of the building, concretely relates to light steel construction wall of assembled modularization.
Background
The light steel structure prefabricated house has the advantages of light dead weight, good earthquake resistance, short construction period, energy conservation, environmental protection, high industrialization degree and the like, and has wide application prospect in China. The wall body formed by combining the light steel structure and the light concrete is the light steel structure wall body. The existing light steel structure wall is cast by a cast-in-place formwork. However, since it is necessary to support the form on site and wait for the age of the concrete, the wall manufacturing process is complicated, the construction period is long, a large number of forms are required, and the construction environment on site is affected.
Disclosure of Invention
In order to overcome the not enough of above-mentioned prior art existence, the utility model aims at providing an assembled modularization lightweight steel construction wall body avoids cast in situ concrete to influence the time limit for a project, makes the construction of on-the-spot wall body simple fast, and wall strength is high.
In order to achieve the purpose, the technical scheme of the utility model is that the assembly type modularized light steel structure wall comprises a first part wall body and a second part wall body, wherein the first part wall body and the second part wall body both comprise a steel reinforcement framework and C-shaped steel; and light concrete is poured in the grooves of the C-shaped steel and on the steel reinforcement framework.
Furthermore, the first part of wall body and the second part of wall body are connected in an L shape, and the steel reinforcement framework of the first part of wall body is connected with the steel reinforcement framework of the second part of wall body through a steel pipe.
Furthermore, the lightweight steel structure wall body of the utility model also comprises a third part of wall body, wherein the first part of wall body, the second part of wall body and the third part of wall body are connected in a T shape; the third part wall body includes framework of steel reinforcement and C shaped steel, the framework of steel reinforcement of first part wall body with the framework of steel reinforcement's of second part wall body junction with the framework of steel reinforcement's of third part wall body wherein one end is connected, the other one end of the framework of steel reinforcement of third part wall body is connected with C shaped steel, light concrete has been pour in the recess of the C shaped steel of third part wall body and on the framework of steel reinforcement.
Furthermore, the lightweight steel structure wall body of the utility model also comprises a fourth part wall body, wherein the first part wall body, the second part wall body, the third part wall body and the fourth part wall body are connected in a cross shape; the fourth branch wall body includes framework of steel reinforcement and C shaped steel, the framework of steel reinforcement of first part wall body the framework of steel reinforcement of second part wall body the framework of steel reinforcement's of third part wall body junction with the framework of steel reinforcement's of fourth part wall body wherein one end is connected, the other one end of the framework of steel reinforcement of fourth part wall body is connected with C shaped steel, pour light concrete in the recess of the C shaped steel of fourth part wall body and on the framework of steel reinforcement.
Furthermore, the C-shaped steel comprises a web plate and two flange plates, two ends of the web plate are respectively connected with the two flange plates, and one end of each flange plate, which is far away from the end connected with the web plate, is provided with a buckle plate extending into the space between the two flange plates; the web and/or the buckle plate are/is connected with the steel reinforcement framework.
Furthermore, the steel bar framework comprises two first steel bar meshes, one ends of the two first steel bar meshes are respectively connected with the two buckling plates, and the other ends of the two first steel bar meshes of one part of the wall body are respectively connected with the steel pipe or the other two first steel bar meshes of the other part of the wall body.
Furthermore, the first reinforcing mesh comprises a plurality of first transverse reinforcing steel bars arranged at intervals along the height direction of the wall body and a plurality of first vertical reinforcing steel bars arranged at intervals along the length direction of the wall body, one end of each first transverse reinforcing steel bar is connected with the buckle, and the other end of the first transverse reinforcing steel bar of one part of the wall body is connected with the steel pipe or the first transverse reinforcing steel bar of the other part of the wall body; each first vertical reinforcing steel bar is connected with a plurality of first transverse reinforcing steel bars along the height direction of the wall body.
Furthermore, a second reinforcing mesh is arranged between the two first reinforcing meshes, one end of the second reinforcing mesh is connected with the web, and the other end of the second reinforcing mesh of one part of the wall body is connected with the steel pipe or respectively connected with the other part of the wall body.
Furthermore, the second reinforcing mesh comprises a plurality of second transverse reinforcing steel bars arranged at intervals along the height direction of the wall body and a plurality of second vertical reinforcing steel bars arranged at intervals along the length direction of the wall body, one end of each second transverse reinforcing steel bar is connected with the web, and the other end of each second transverse reinforcing steel bar of one part of the wall body is connected with the steel pipe or the second transverse reinforcing steel bar of the other part of the wall body; and each second vertical steel bar is connected with a plurality of second transverse steel bars along the height direction of the wall body.
Furthermore, a plurality of longitudinal steel bars are arranged on the first transverse steel bars and the corresponding second transverse steel bars at intervals along the length direction of the wall body; the middle part of each longitudinal steel bar is connected with the second vertical steel bar, and the two ends of each longitudinal steel bar are respectively connected with the first vertical steel bars of the two first steel bar nets.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the assembled modular lightweight steel structure wall body provided by the utility model can avoid the in-situ concrete pouring, so that the in-situ wall body construction is quick and simple, the construction period is saved, and the wall body strength is high;
(2) the end parts of the light steel structure wall body of the utility model are all provided with C-shaped steel connected with the steel reinforcement framework in the wall body, thereby being convenient for hoisting and simple for assembly;
(3) the utility model discloses a reasonable piecemeal can reduce the size and the weight of single prefabricated lightweight steel construction wall body for prefabricated component's size and weight can adapt to on-the-spot hoist and mount, assemble the requirement, the transportation of the prefab of being convenient for simultaneously, and can realize industrialization popularization and application better.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a first embodiment of the lightweight steel structural wall body of the present invention;
FIG. 2 is a schematic structural view of one embodiment of a steel reinforcement cage of the lightweight steel structural wall of FIG. 1;
FIG. 3 is a schematic structural diagram of another embodiment of the steel reinforcement cage of the lightweight steel structural wall of FIG. 1;
fig. 4 is a schematic structural view of a third embodiment of the lightweight steel structural wall body of the present invention;
FIG. 5 is a schematic structural view of one embodiment of the steel reinforcement cage of the lightweight steel structural wall of FIG. 4;
FIG. 6 is a schematic structural diagram of another embodiment of the steel reinforcement cage of the lightweight steel structural wall in FIG. 4;
in the figure: 1. the steel-concrete composite wall comprises a first wall body part, a second wall body part, a third wall body part, 4, lightweight concrete, 5, C-shaped steel, 501, a web plate, 502, a flange plate, 503, a buckle plate, 6, a steel reinforcement framework, 601, first transverse steel bars, 602, first vertical steel bars, 603, second transverse steel bars, 604, second vertical steel bars, 605, longitudinal steel bars, 7 and steel pipes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, are not to be construed as limiting the present invention.
The terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature; in the description of the present invention, "a plurality" means two or more unless otherwise specified.
As shown in fig. 1-6, an embodiment of the present invention provides an assembled modular lightweight steel structural wall, including a first wall portion 1 and a second wall portion 2, where the first wall portion 1 and the second wall portion both include a steel reinforcement framework 6 and C-shaped steel 5, one end of the steel reinforcement framework 6 of the first wall portion 1 is connected to one end of the steel reinforcement framework 6 of the second wall portion, and the other end of the steel reinforcement framework 6 of the first wall portion 1 and the other end of the steel reinforcement framework 6 of the second wall portion are both connected to the C-shaped steel 5; lightweight concrete 4 is poured in the grooves of the C-shaped steel 5 and on the steel reinforcement framework 6. The assembled modular lightweight steel structure wall provided by the embodiment of the utility model can avoid the on-site concrete pouring, and can eliminate temporary facilities such as on-site formwork erecting and scaffold erecting, so that the on-site wall construction is quick and simple, the construction period is saved, and the wall strength is high; and the groove opening of the C-shaped steel 5 at the end part faces the corresponding steel reinforcement framework 6, so that the hoisting is convenient and the assembly is simple.
As a first embodiment, the first partial wall 1 and the second partial wall 2 are connected in a straight shape, and the steel reinforcement framework 6 of the first partial wall 1 is connected with the steel reinforcement framework 6 of the second partial wall 2, so as to form a straight wall.
As a second embodiment, the first partial wall 1 and the second partial wall 2 are connected in an L shape, and the steel reinforcement framework 6 of the first partial wall 1 and the steel reinforcement framework 6 of the second partial wall are connected through a steel pipe 7 to form an L-shaped wall.
As a third embodiment, the lightweight steel structural wall of this embodiment further includes a third partial wall 3, and the first partial wall 1, the second partial wall 2, and the third partial wall 3 are connected in a T shape; third part wall body 3 includes framework of steel reinforcement 6 and C shaped steel 5, framework of steel reinforcement 6 of first part wall body 1 with framework of steel reinforcement 6's of second part wall body 2 junction with framework of steel reinforcement 6's of third part wall body 3 wherein one end is connected, framework of steel reinforcement 6's of third part wall body 3 other one end is connected with C shaped steel 5, pour light concrete 4 in the recess of the C shaped steel 5 of third part wall body 3 and on framework of steel reinforcement 6, form T type wall.
As a fourth implementation manner, the lightweight steel structural wall of this embodiment further includes a fourth partial wall, and the first partial wall 1, the second partial wall 2, the third partial wall 3 and the fourth partial wall are connected in a cross shape; fourth division wall body includes framework of steel reinforcement 6 and C shaped steel 5, the framework of steel reinforcement 6 of first part wall body 1 the framework of steel reinforcement 6 of second part wall body 2 the framework of steel reinforcement 6's of third part wall body junction with the framework of steel reinforcement 6's of fourth division wall body wherein one end is connected, the other one end of the framework of steel reinforcement 6 of fourth division wall body is connected with C shaped steel 5, pour light concrete 4 in the recess of the C shaped steel 5 of fourth division wall body and on framework of steel reinforcement 6, form cross wall.
In the four modes, the C-shaped steel 5 is arranged in a protruding manner relative to the end part of the main body part of the corresponding partial wall body, so that the adjacent wall bodies can be conveniently connected; each side of the main body part of the wall body protrudes 10-30 mm more than the corresponding side of the C-shaped steel 5, so that the steel bar framework 6 is positioned in the lightweight concrete 4 to protect the steel structure.
Furthermore, the C-shaped steel 5 comprises a web 501 and two flange plates 502, two ends of the web 501 are respectively connected with the two flange plates 502, and one end of each flange plate 502, which is away from the end connected with the web 501, is provided with a buckle plate 503 extending between the two flange plates 502; the web 501 and/or the pinch plate 503 are/is connected with the steel reinforcement framework 6. In this embodiment, the end of the flange plate 502 away from the connection with the web 501 is connected with a pinch plate 503 extending between the two flange plates 502, and the light concrete 4 is poured in the groove of the C-shaped steel 5, so that the connection between the concrete structure in the groove of the C-shaped steel 5 and the concrete structure outside the groove can be enhanced.
In one embodiment, the steel reinforcement cage 6 includes two first steel reinforcement meshes, one end of each of the two first steel reinforcement meshes is connected to two fastening plates 503, and the other end of each of the two first steel reinforcement meshes of one of the wall parts is connected to the steel pipe 7 or is connected to the two first steel reinforcement meshes of the other wall part. Further, the first reinforcing mesh comprises a plurality of first transverse reinforcing steel bars 601 arranged at intervals along the height direction of the wall body and a plurality of first vertical reinforcing steel bars 602 arranged at intervals along the length direction of the wall body, and one end of each first transverse reinforcing steel bar 601 is connected with the corresponding buckle plate 503 of the C-shaped steel 5; the other end of the first transverse steel bar 601 of one part of the wall body is connected with the steel pipe 7, and the steel pipe is suitable for T-shaped walls, L-shaped walls and cross-shaped walls; or the other end of the first transverse steel bar 601 of one part of the wall body is connected with the first transverse steel bar 601 of the other part of the wall body, and the wall body is suitable for a straight wall; each first vertical steel bar 602 is connected with a plurality of first transverse steel bars 601 along the height direction of the wall body.
As another embodiment, on the basis of the structure of the steel bar framework 6, a second steel bar mesh is further arranged between the two first steel bar meshes, one end of the second steel bar mesh is connected with the web 501, and the other end of the second steel bar mesh of one partial wall body is connected with the steel pipe 7 or respectively connected with the other partial wall body. Further, the second reinforcing mesh comprises a plurality of second transverse reinforcing bars 603 arranged at intervals along the height direction of the wall body and a plurality of second vertical reinforcing bars 604 arranged at intervals along the length direction of the wall body, and one end of each second transverse reinforcing bar 603 is connected with the web 501; the other end of the second transverse steel bar 603 of one of the partial wall bodies is connected with the steel pipe 7, and the steel pipe is suitable for T-shaped walls, L-shaped walls and cross-shaped walls; or the other end of the first transverse steel bar 601 of one part of the wall body is connected with the second transverse steel bar 603 of the other part of the wall body, so that the wall is suitable for a straight wall; each of the second vertical reinforcing bars 604 is connected to a plurality of second transverse reinforcing bars 603 along the height direction of the wall body. In this embodiment, the number of the second mesh reinforcements may be one or more, which is determined according to the thickness of the wall and the actual requirement.
In a further optimization of the second embodiment of the steel reinforcement framework, a plurality of longitudinal steel reinforcements 605 are arranged on the first transverse steel reinforcements 601 and the corresponding second transverse steel reinforcements 603 at intervals along the length direction of the wall body; the middle part of each longitudinal steel bar 605 is connected with a second vertical steel bar 604, and the two ends are respectively connected with the first vertical steel bars 602 of the two first steel bar meshes; the longitudinal connection between the reinforcing meshes is enhanced, and the strength of the wall body is improved.
The steel reinforcement framework in the embodiment is not limited to the above form, and the steel reinforcement frameworks in other feasible forms are also suitable for the utility model. Holes are reserved in positions, corresponding to the positions where the transverse steel bars are connected, of the steel pipes 7, and the transverse steel bars extend into the steel pipes 7 through the holes reserved in the steel pipes 7 and are connected with the steel pipes 7; the steel pipe 7 can be filled with light concrete or not; the steel pipe 8 can be provided with a hole for the concrete to pass through, so that the concrete inside and outside the steel pipe 8 can pass through, and the cohesiveness inside and outside the steel pipe 8 is improved. Preferably, the steel pipe 8 of the present invention is a square pipe. Furthermore, adopt the embodiment of the utility model provides a during light steel construction wall body, connected mode between the light steel construction wall body is simple, only need hoist the I-steel between the partial wall body that is used for connecting of two light steel construction wall bodies, and arrange the web of I-steel between the C shaped steel of two partial wall bodies that are used for connecting in, the both sides of wall body are arranged respectively in to two flange boards of I-steel, the both sides of every flange board of I-steel pass through self-tapping screw with the flange board of the C shaped steel of two partial wall bodies that are used for connecting respectively and are connected, the construction is simple, and is low in cost, be favorable to accelerating the construction progress, shorten the time limit for a project.
Adopt the embodiment of the utility model provides a when light steel structure wall body is connected with cast-in-place concrete foundation, at cast-in-place concrete foundation's fixed surface C shaped steel, C shaped steel's flange plate is connected with pre-buried connecting piece in the cast-in-place concrete foundation and is realized C shaped steel fixed on cast-in-place concrete foundation surface, and the opening size of this C shaped steel is greater than the size of C shaped steel's web in the light steel structure wall body, make C shaped steel can install in cast-in-place concrete foundation's the recess of pre-buried C shaped steel in surface in the light steel structure wall body, cast-in-place concrete foundation's the flange plate of pre-buried C shaped steel in surface passes through self-tapping screw with light steel structure wall body's C shaped steel and is connected, realize being.
The utility model discloses a reasonable prefabricated lightweight steel construction wall body of piecemeal can reduce the size and the weight of single prefabricated lightweight steel construction wall body for prefabricated component's size and weight can adapt to on-the-spot hoist and mount, assemble the requirement, the transportation of the prefab of being convenient for simultaneously, and can realize the industrialization better and popularize and apply.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a lightweight steel construction wall body of assembled modularization which characterized in that: the wall comprises a first part of wall body and a second part of wall body, wherein the first part of wall body and the second part of wall body both comprise a steel reinforcement framework and C-shaped steel; and light concrete is poured in the grooves of the C-shaped steel and on the steel reinforcement framework.
2. The fabricated modular lightweight steel structural wall of claim 1, wherein: the first part of wall body and the second part of wall body are connected in an L shape, and the steel reinforcement framework of the first part of wall body is connected with the steel reinforcement framework of the second part of wall body through a steel pipe.
3. The fabricated modular lightweight steel structural wall of claim 1, wherein: the first wall, the second wall and the third wall are connected in a T shape; the third part wall body includes framework of steel reinforcement and C shaped steel, the framework of steel reinforcement of first part wall body with the framework of steel reinforcement's of second part wall body junction with the framework of steel reinforcement's of third part wall body wherein one end is connected, the other one end of the framework of steel reinforcement of third part wall body is connected with C shaped steel, light concrete has been pour in the recess of the C shaped steel of third part wall body and on the framework of steel reinforcement.
4. A fabricated modular lightweight steel structural wall as claimed in claim 3, wherein: the first part wall, the second part wall, the third part wall and the fourth part wall are connected in a cross shape; the fourth branch wall body includes framework of steel reinforcement and C shaped steel, the framework of steel reinforcement of first part wall body the framework of steel reinforcement of second part wall body the framework of steel reinforcement's of third part wall body junction with the framework of steel reinforcement's of fourth part wall body wherein one end is connected, the other one end of the framework of steel reinforcement of fourth part wall body is connected with C shaped steel, pour light concrete in the recess of the C shaped steel of fourth part wall body and on the framework of steel reinforcement.
5. An assembled modular lightweight steel structural wall as claimed in any one of claims 1 to 4, wherein: the C-shaped steel comprises a web plate and two flange plates, two ends of the web plate are respectively connected with the two flange plates, and one end of each flange plate, which is far away from the end connected with the web plate, is provided with a buckle plate extending into the space between the two flange plates; the web and/or the buckle plate are/is connected with the steel reinforcement framework.
6. An assembled modular lightweight steel structural wall as claimed in claim 5, wherein: the steel bar framework comprises two first steel bar meshes, one ends of the two first steel bar meshes are respectively connected with the two buckling plates, and the other ends of the two first steel bar meshes of one part of the wall body are respectively connected with the steel pipe or respectively connected with the two first steel bar meshes of the other part of the wall body.
7. An assembled modular lightweight steel structural wall as claimed in claim 6, wherein: the first reinforcing mesh comprises a plurality of first transverse reinforcing steel bars arranged at intervals along the height direction of the wall body and a plurality of first vertical reinforcing steel bars arranged at intervals along the length direction of the wall body, one end of each first transverse reinforcing steel bar is connected with the buckle, and the other end of the first transverse reinforcing steel bar of one part of the wall body is connected with the steel pipe or the first transverse reinforcing steel bar of the other part of the wall body; each first vertical reinforcing steel bar is connected with a plurality of first transverse reinforcing steel bars along the height direction of the wall body.
8. An assembled modular lightweight steel structural wall as claimed in claim 7, wherein: and a second reinforcing mesh is arranged between the two first reinforcing meshes, one end of the second reinforcing mesh is connected with the web, and the other end of the second reinforcing mesh of one part of the wall body is connected with the steel pipe or respectively connected with the other part of the wall body.
9. An assembled modular lightweight steel structural wall as claimed in claim 8, wherein: the second reinforcing mesh comprises a plurality of second transverse reinforcing steel bars arranged at intervals along the height direction of the wall body and a plurality of second vertical reinforcing steel bars arranged at intervals along the length direction of the wall body, one end of each second transverse reinforcing steel bar is connected with the web, and the other end of each second transverse reinforcing steel bar of one part of the wall body is connected with the steel pipe or the second transverse reinforcing steel bar of the other part of the wall body; and each second vertical steel bar is connected with a plurality of second transverse steel bars along the height direction of the wall body.
10. An assembled modular lightweight steel structural wall as claimed in claim 9, wherein: a plurality of longitudinal steel bars are arranged on the first transverse steel bars and the corresponding second transverse steel bars at intervals along the length direction of the wall body; the middle part of each longitudinal steel bar is connected with the second vertical steel bar, and the two ends of each longitudinal steel bar are respectively connected with the first vertical steel bars of the two first steel bar nets.
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| CN201921104564.4U CN210827936U (en) | 2019-07-15 | 2019-07-15 | Assembled modularization lightweight steel construction wall body |
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| CN201921104564.4U CN210827936U (en) | 2019-07-15 | 2019-07-15 | Assembled modularization lightweight steel construction wall body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258858A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258858A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall |
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