CN210827935U - Assembled modularization lightweight steel construction wall connection structure - Google Patents
Assembled modularization lightweight steel construction wall connection structure Download PDFInfo
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- CN210827935U CN210827935U CN201921103629.3U CN201921103629U CN210827935U CN 210827935 U CN210827935 U CN 210827935U CN 201921103629 U CN201921103629 U CN 201921103629U CN 210827935 U CN210827935 U CN 210827935U
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Abstract
The utility model belongs to the technical field of building, in particular to an assembled modularized lightweight steel structure wall connection structure, which comprises two wall units and I-shaped steel for connecting the two wall units, wherein each wall unit comprises a first part wall body, the first part wall body comprises a steel reinforcement framework and C-shaped steel, one end of the steel reinforcement framework is connected with the C-shaped steel, and lightweight concrete is poured in a groove of the C-shaped steel and on the steel reinforcement framework; the I-steel includes first web and two first flange boards, and first web sets up between the C shaped steel of two wall body units, and two first flange boards are located the both sides of wall body unit respectively, and the both ends of first web are connected with the middle part of two first flange boards respectively, and the both ends of each first flange board are connected with the C shaped steel of two wall body units respectively. The utility model provides an assembled modularization lightweight steel construction wall connection structure, connected node safe and reliable, the structural durability is good, and the on-the-spot process of assembling is simple.
Description
Technical Field
The utility model belongs to the technical field of the building, concretely relates to light steel construction wall connection structure 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 deficiencies in the prior art, the utility model aims at providing a light steel construction wall connection structure of assembled modularization, connected node safe and reliable, the structural durability is good, and the on-the-spot process of assembling is simple.
In order to achieve the purpose, the technical scheme of the utility model is that the wall body connecting structure of the assembled modularized light steel structure comprises two wall body units and I-shaped steel for connecting the two wall body units, each wall body unit comprises a first part wall body, the first part wall body comprises a steel reinforcement framework and C-shaped steel, one end of the steel reinforcement framework is connected with the C-shaped steel, and light concrete is poured in the groove of the C-shaped steel and on the steel reinforcement framework; the I-steel includes first web and two first flange boards, first web sets up between the C shaped steel of two wall body units, and two first flange boards are located the both sides of wall body unit respectively, the both ends of first web are connected with the middle part of two first flange boards respectively, each the both ends of first flange board are connected with the C shaped steel of two wall body units respectively.
Furthermore, the positions of the first flange plates, which are located on two sides of the first web plate, are provided with reserved holes, and tapping screws penetrate through the reserved holes and are screwed into the C-shaped steel of the first part of wall body to connect the first flange plates and the first part of wall body.
Furthermore, the C-shaped steel comprises a second web plate and two second flange plates, two ends of the second web plate are respectively connected with the two second flange plates, and one end of each second 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 a steel reinforcement framework; and two ends of each first flange plate are respectively connected with the second flange plates of the C-shaped steel of the two first part walls.
Furthermore, the wall unit also comprises a second part of wall body, the second part of wall body comprises a steel reinforcement framework and C-shaped steel, one end of the steel reinforcement framework is connected with the C-shaped steel, and light concrete is poured in the groove of the C-shaped steel and on the steel reinforcement framework; the one end that the framework of steel reinforcement of first part wall body deviates from to be connected with C shaped steel with the framework of steel reinforcement of second part wall body deviates from to be connected with the one end that is connected with C shaped steel.
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 wall unit further comprises a third part of wall, and the first part of wall, the second part of wall and the third part of 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.
Furthermore, the wall unit further comprises a fourth part wall, and 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.
Furthermore, the steel bar framework comprises two first steel bar meshes, one ends of the two first steel bar meshes are connected with the corresponding C-shaped steel, and the other ends of the two first steel bar meshes of one part of the wall body are connected with the steel pipe or respectively connected with the 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 corresponding C-shaped steel, 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.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model adopts I-shaped steel to connect the C-shaped steel of two first wall parts for connection so as to realize the connection of two wall units, the connection node is safe and reliable, the structural durability is good, and the on-site assembly process is simple;
(2) the wall unit of the utility model adopts a prefabricated form, can avoid the on-site concrete pouring, leads the on-site wall construction to be rapid and simple, saves the construction period and has high wall strength;
(3) the end parts of the wall units of the utility model are all provided with C-shaped steel, which is convenient for hoisting and simple for assembly;
(4) 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 perspective view of an assembled modular lightweight steel structure wall connection structure provided in an embodiment of the present invention;
fig. 2 is a schematic view of an i-steel of the assembled modular lightweight steel structural wall connection structure provided in the embodiment of the present invention;
fig. 3 is a schematic view of a connection structure of an assembled modular lightweight steel structural wall provided in an embodiment of the present invention;
fig. 4 is a schematic view of an assembled modular lightweight steel structure wall connection structure provided in an embodiment of the present invention;
fig. 5 is a partial schematic view of a connection structure of an assembled modular lightweight steel structural wall provided in an embodiment of the present invention;
fig. 6 is a schematic view of a wall unit of an assembled modular lightweight steel structure wall connection structure provided in an embodiment of the present invention;
fig. 7 is a schematic view of a wall unit of an assembled modular lightweight steel wall connection structure according to an embodiment of the present invention;
fig. 8 is a schematic view of a wall unit of an assembled modular lightweight steel wall connection structure according to an embodiment of the present invention;
fig. 9 is a schematic view of a wall unit of an assembled modular lightweight steel structural wall connection structure provided in an embodiment of the present invention;
fig. 10 is a schematic view of a wall unit of an assembled modular lightweight steel wall connection structure according to an embodiment of the present invention;
fig. 11 is a schematic view of a wall unit of an assembled modular lightweight steel wall connection structure according to an embodiment of the present invention;
in the figure: 1. i-steel, 101, a first web plate, 102, a first flange plate, 103, a preformed hole, 104, a self-tapping screw, 2, a first part of wall body, 3, a second part of wall body, 4, a third part of wall body, 5, C-shaped steel, 501, a second web plate, 502, a second flange plate, 503, a buckle plate, 6, a steel reinforcement framework, 601, a first transverse steel bar, 602, a first vertical steel bar, 603, a second transverse steel bar, 604, a second vertical steel bar, 605, a longitudinal steel bar, 7, light concrete, 8 and a steel pipe.
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. 1-5, an embodiment of the present invention provides an assembled modular lightweight steel structure wall connection structure, including two wall units and an i-steel 1 for connecting the two wall units, each wall unit includes a first wall 2, the first wall 2 includes a steel reinforcement framework 6 and a C-steel 5, one end of the steel reinforcement framework 6 is connected with the C-steel 5, and lightweight concrete 7 is poured in a groove of the C-steel 5 and on the steel reinforcement framework 6; the I-steel 1 comprises a first web plate 101 and two first flange plates 102, the first web plate 101 is arranged between the C-shaped steels 5 of the two wall units, the two first flange plates 102 are respectively located on two sides of the wall units, two ends of the first web plate 101 are respectively connected with the middle portions of the two first flange plates 102, and two ends of each first flange plate 102 are respectively connected with the C-shaped steels 5 of the two wall units. The utility model adopts I-shaped steel to connect the C-shaped steel of two first wall parts for connection so as to realize the connection of two wall units, the connection node is safe and reliable, the structural durability is good, the on-site assembling process is simple, and the hoisting is convenient; the wall units are prefabricated, so that cast-in-place concrete can be avoided, the construction of the wall body in the site is quick and simple, the construction period is shortened, and the strength of the wall body is high.
Furthermore, each first flange plate 102 is provided with a prepared hole 103 at positions on two sides of the first web 101, and the first flange plate 102 and the first partial wall 2 are connected by a self-tapping screw 104 which passes through the prepared hole 103 and is screwed into the C-shaped steel 5 of the first partial wall 2. The first flange plate 102 of the present embodiment and the second flange plate 502 of the C-section steel 5 may be connected by tapping screws 104 or may be connected by bolts.
Further, the C-shaped steel 5 comprises a second web 501 and two second flange plates 502, two ends of the second web 501 are respectively connected with the two second flange plates 502, and one end of each second flange plate 502, which is away from the end connected with the web, is provided with a buckle 503 extending into between the two flange plates; the web and/or the pinch plate 503 are/is connected with a steel reinforcement framework 6; two ends of each first flange plate 102 are respectively connected with the second flange plates 502 of the C-shaped steel 5 of the two first partial walls 2 through self-tapping screws. In this embodiment, the end of the second 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 7 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.
Further, as shown in fig. 6 to 11, the wall unit further includes a second wall portion 3, the second wall portion 3 includes a steel reinforcement framework 6 and C-shaped steel 5, one end of the steel reinforcement framework 6 is connected with the C-shaped steel 5, and lightweight concrete 7 is poured in the groove of the C-shaped steel 5 and on the steel reinforcement framework 6; the one end that the framework of steel reinforcement 6 of first part wall body 2 deviates from to be connected with C shaped steel 5 with the framework of steel reinforcement 6 of second part wall body 3 deviates from to be connected with the one end that C shaped steel 5 is connected.
As a first embodiment, the first partial wall 2 is connected with the second partial wall 3 in a straight shape, and the steel reinforcement framework 6 of the first partial wall 2 is connected with the steel reinforcement framework 6 of the second partial wall 3, so as to form a straight wall.
As a second embodiment, the first partial wall 2 and the second partial wall 3 are connected in an L shape, and the steel reinforcement framework 6 of the first partial wall 2 and the steel reinforcement framework 6 of the second partial wall 3 are connected through a steel pipe 8 to form an L-shaped wall.
As a third embodiment, the wall unit further includes a third wall part 4, and the first wall part 2, the second wall part 3 and the third wall part 4 are connected in a T shape; third part wall body 4 includes framework of steel reinforcement 6 and C shaped steel 5, framework of steel reinforcement 6 of first part wall body 2 with framework of steel reinforcement 6's of second part wall body 3 junction with framework of steel reinforcement 6's of third part wall body 4 wherein one end is connected, framework of steel reinforcement 6's of third part wall body 4 other one end is connected with C shaped steel 5, pour light concrete 7 in the recess of the C shaped steel 5 of third part wall body 4 and on framework of steel reinforcement 6, form T type wall.
As a fourth embodiment, the wall unit further includes a fourth partial wall, and the first partial wall 2, the second partial wall 3, the third partial wall 4 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 2 the framework of steel reinforcement 6 of second part wall body 3 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 7 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.
In one embodiment, the steel reinforcement framework 6 includes two first steel reinforcement meshes, one end of each of the two first steel reinforcement meshes is connected to the two corresponding buckling plates 503 of the C-shaped steel 5, 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 8 or is connected to the two first steel reinforcement meshes of the other wall part respectively. 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 of the partial wall bodies is connected with the steel pipe 8, 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 8 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 corresponding C-shaped steel 5 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 8, 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. In addition, the reinforcing bar framework in the embodiment is not limited to the above form, and other feasible forms of reinforcing bar frameworks are also suitable for the present invention. Holes are reserved in positions, corresponding to the positions where the transverse steel bars are connected, of the steel pipe 8, and the transverse steel bars extend into the steel pipe 8 through the holes reserved in the steel pipe 8 and are connected with the steel pipe 8; the steel pipe 8 may be filled with lightweight concrete or may not be filled with lightweight concrete.
Adopt the embodiment of the utility model provides a during wall body unit and cast-in-place concrete foundation are connected, 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 at cast-in-place concrete foundation fixed surface, and the opening size of this C shaped steel is greater than the size of the web of C shaped steel in the wall body unit, make C shaped steel can install in cast-in-place concrete foundation's the pre-buried C shaped steel's in surface recess in wall body unit, cast-in-place concrete foundation's the flange plate of pre-buried C shaped steel in surface passes through self-tapping screw with wall body unit's C shaped steel and is connected.
As shown in fig. 1-5, the embodiment of the present invention further provides a construction method of the above-mentioned assembled modular lightweight steel structure wall connection structure, including the following steps:
1) prefabricating a wall unit, wherein the groove opening of the C-shaped steel 5 of the wall unit faces to the corresponding steel reinforcement framework 6;
2) hoisting two wall units, hoisting I-beams 1 between first wall bodies 2 used for connecting the two wall units, and positioning first webs 101 of the I-beams 1 between the first wall bodies 2 of the two wall units;
3) the two ends of each first flange plate 102 of the I-beam 1 are respectively connected with the second flange plates 502 of the C-shaped steel 5 of the two first partial walls 2 for connection. The connecting joint adopting the connecting method is safe and reliable, the structure is durable and good in shock resistance, and the field assembling process is simple. 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 (9)
1. The utility model provides a light steel construction wall connection structure of assembled modularization which characterized in that: the wall body comprises two wall body units and I-shaped steel for connecting the two wall body units, each wall body unit comprises a first part of wall body, each first part of wall body comprises a steel reinforcement framework and C-shaped steel, one end of each steel reinforcement framework is connected with the C-shaped steel, and light concrete is poured in grooves of the C-shaped steel and on the steel reinforcement frameworks; the I-steel includes first web and two first flange boards, first web sets up between the C shaped steel of two wall body units, and two first flange boards are located the both sides of wall body unit respectively, the both ends of first web are connected with the middle part of two first flange boards respectively, each the both ends of first flange board are connected with the C shaped steel of two wall body units respectively.
2. The fabricated modular lightweight steel structural wall joint construction of claim 1, wherein: and the positions of the first flange plates, which are positioned on two sides of the first web plate, are provided with reserved holes, and tapping screws penetrate through the reserved holes and are screwed into the C-shaped steel of the first part of wall body to connect the first flange plates and the first part of wall body.
3. The fabricated modular lightweight steel structural wall joint construction of claim 1, wherein: the C-shaped steel comprises a second web and two second flange plates, two ends of the second web are respectively connected with the two second flange plates, and one end of each second flange plate, which is far away from the end connected with the web, 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 a steel reinforcement framework; and two ends of each first flange plate are respectively connected with the second flange plates of the C-shaped steel of the two first part walls.
4. The fabricated modular lightweight steel structural wall joint construction of claim 1, wherein: the wall unit further comprises a second part of wall body, the second part of wall body comprises a steel reinforcement framework and C-shaped steel, one end of the steel reinforcement framework is connected with the C-shaped steel, and light concrete is poured in the groove of the C-shaped steel and on the steel reinforcement framework; the one end that the framework of steel reinforcement of first part wall body deviates from to be connected with C shaped steel with the framework of steel reinforcement of second part wall body deviates from to be connected with the one end that is connected with C shaped steel.
5. The fabricated modular lightweight steel structural wall joint construction of claim 4, 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.
6. The fabricated modular lightweight steel structural wall joint construction of claim 4, wherein: the wall unit further comprises a third part of wall body, and 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.
7. The fabricated modular lightweight steel structural wall joint construction of claim 6, wherein: the wall unit further comprises a fourth part wall, and the first part wall, the second part wall, the third part wall and the fourth part wall are connected in a cross manner; 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.
8. An assembled modular lightweight steel structural wall joint construction as claimed in any one of claims 4 to 7, wherein: the steel bar framework comprises two first steel bar meshes, one ends of the two first steel bar meshes are connected with the corresponding C-shaped steel, and the other ends of the two first steel bar meshes of one part of the wall body are connected with the steel pipe or respectively connected with the two first steel bar meshes of the other part of the wall body.
9. The fabricated modular lightweight steel structural wall joint construction of claim 8, 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 corresponding C-shaped steel, 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.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921103629.3U CN210827935U (en) | 2019-07-15 | 2019-07-15 | Assembled modularization lightweight steel construction wall connection structure |
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| CN201921103629.3U CN210827935U (en) | 2019-07-15 | 2019-07-15 | Assembled modularization lightweight steel construction wall connection structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258857A (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 connecting construction and its construction method |
| CN114045955A (en) * | 2021-09-30 | 2022-02-15 | 福建省城投科技有限公司 | Assembled outer wall and auxiliary production equipment thereof |
-
2019
- 2019-07-15 CN CN201921103629.3U patent/CN210827935U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258857A (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 connecting construction and its construction method |
| CN114045955A (en) * | 2021-09-30 | 2022-02-15 | 福建省城投科技有限公司 | Assembled outer wall and auxiliary production equipment thereof |
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