CN216664611U

CN216664611U - Volume-reduced load-bearing wall structure capable of being modularized and quickly assembled

Info

Publication number: CN216664611U
Application number: CN202122652146.2U
Authority: CN
Inventors: 宋维慧; 董传芳; 滕彤; 孙雨丽
Original assignee: Zhongqi Jiaojian Group Corp Ltd
Current assignee: Zhongqi Jiaojian Group Corp Ltd
Priority date: 2021-11-02
Filing date: 2021-11-02
Publication date: 2022-06-03
Anticipated expiration: 2031-11-02

Abstract

The utility model discloses a bearing wall structure capable of reducing the volume of a bearing wall and being modularized and quickly assembled, which comprises a cement layer, wherein a steel frame is arranged inside the side edge of the cement layer, a support frame is arranged in the middle of the cement layer, the support frame is composed of a support cylinder, support steel bars and connecting rods, the support cylinder and the support steel bars are connected through the connecting rods, the upper end and the lower end of the support cylinder are respectively provided with a first through hole and a second through hole, both ends of the outer side wall of the cement layer are respectively provided with a decorative plate, a sound insulation material layer is arranged between the cement layer and the decorative plates, the middle part of the upper end of the cement layer is provided with a placing groove, the middle part of the lower end of the cement layer is provided with a fixture block connected with the placing groove, the middle part of the upper end of the cement layer is provided with a third through hole corresponding to the first through hole and the second through hole, and the middle part of the support cylinder is filled with concrete columns. Has the advantages that: make this bearing wall light convenient more when the installation, it is quicker, make things convenient for staff's operation, save operating time, improve work efficiency.

Description

Volume-reduced load-bearing wall structure capable of being modularized and quickly assembled

Technical Field

The utility model relates to the technical field of constructional engineering structures, in particular to a modular and quickly assembled bearing wall structure capable of reducing the volume of a bearing wall.

Background

The building assembly is a new technology, and is characterized in that the building assembly is an industrialized means, part or all of components of a building are prefabricated in a factory and then transported to a construction site, and the components are assembled in a reliable connection mode, so that the problems of reducing the workload of site operation, reducing environmental pollution and the like are solved, the construction progress is greatly improved, and the heat preservation performance and the fireproof and sound insulation performance of the assembly type building bearing wall are ensured for the assembly type construction of the building bearing wall.

But the sound insulation and heat preservation effect of the load-bearing wall panel of current assembled is relatively poor, simultaneously, need from top to bottom peg graft when the equipment, and the rethread concrete is connected or is with steel welding, but this kind of connected mode is under the condition of equipment, and its connectivity and fixity need further strengthen.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

The utility model provides a bearing wall structure which can reduce the volume of the bearing wall and can be modularized and quickly assembled, aiming at the problems in the prior art, so as to overcome the technical problems in the prior art.

Therefore, the utility model adopts the following specific technical scheme:

a bearing wall structure capable of reducing the volume of a bearing wall and being modularized and quickly assembled comprises a cement layer, wherein a steel frame is arranged inside the side edge of the cement layer, a support frame is arranged in the middle of the cement layer and consists of a support cylinder, support reinforcing steel bars and connecting rods, the support cylinder is connected with the support reinforcing steel bars through the connecting rods, a first through hole and a second through hole are respectively arranged at the upper end and the lower end of the support cylinder, decorative plates are respectively arranged at two ends of the outer side wall of the cement layer, a sound insulation material layer is arranged between the cement layer and the decorative plates, a placement groove is arranged in the middle of the upper end of the cement layer, a fixture block connected with the placement groove is arranged in the middle of the lower end of the cement layer, the support cylinder penetrates through and extends the lower end of the fixture block, a third through hole corresponding to the first through hole and the second through hole is arranged in the middle of the upper end of the cement layer, and concrete columns are filled in the middle of the supporting cylinders.

Furthermore, an anti-cracking net is sleeved outside the cement layer positioned outside the steel frame.

Furthermore, the lower extreme of fixture block is provided with a plurality of connecting reinforcement, the lower extreme of standing groove is provided with a plurality of with connecting reinforcement corresponds the connecting hole.

Further, the sound insulation material layer comprises the sound cotton of inhaling, heat preservation cotton and acoustic celotex board, the heat preservation cotton is located inhale between sound cotton and the acoustic celotex board, the acoustic celotex board with the cement layer is connected.

Furthermore, the middle part of the cement layer is provided with a limiting steel column which is sequentially connected with the first through hole, the second through hole and the third through hole.

Furthermore, the middle part of one side of the cement layer is provided with a plurality of connecting steel columns, and two ends of the cement layer are provided with connecting steel plates.

The utility model provides a bearing wall structure which can reduce the volume of a bearing wall and can be modularized and quickly assembled, and has the following beneficial effects: according to the utility model, the fixture block and the support cylinder at the lower end of the upper layer of bearing wall can be inserted into the placing groove and the connecting hole in the lower layer of bearing wall, and the bearing wall can be assembled layer by layer under the limit of the connecting steel column, so that the volume of the bearing wall can be reduced by the way, and the bearing wall is formed by assembling a plurality of modules, therefore, the bearing wall is easier, more convenient and faster to install, is convenient for workers to operate, saves the operation time, and improves the working efficiency.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

FIG. 1 is a schematic structural view of a modular, quick-install load-bearing wall structure for reducing the volume of a load-bearing wall, according to an embodiment of the present invention;

FIG. 2 is a schematic view of a modular quick-install load-bearing wall structure for reducing the volume of a load-bearing wall according to an embodiment of the present invention;

FIG. 3 is a schematic view of a modular quick-assembly support frame for a load-bearing wall structure for reducing the volume of the load-bearing wall according to an embodiment of the present invention;

figure 4 is a schematic view of a layer of insulation material of a modular, quick-assembly load-bearing wall structure for reducing the volume of the load-bearing wall, according to an embodiment of the present invention.

In the figure:

1. a cement layer; 2. a steel frame; 3. a support frame; 4. a support cylinder; 5. supporting the reinforcing steel bars; 6. a connecting rod; 7. a first through hole; 8. a second through hole; 9. a decorative plate; 10. a layer of sound insulating material; 11. a placement groove; 12. a clamping block; 13. a concrete column; 14. connecting reinforcing steel bars; 15. connecting holes; 16. sound-absorbing cotton; 17. heat preservation cotton; 18. a sound insulating board; 19. a third through hole; 20. limiting a steel column; 21. connecting the steel columns; 22. and connecting the steel plates.

Detailed Description

For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the utility model, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.

According to the embodiment of the utility model, the bearing wall structure which can reduce the volume of the bearing wall and can be modularized and quickly assembled is provided.

The first embodiment is as follows:

as shown in fig. 1-4, the load-bearing wall structure capable of reducing the volume of a load-bearing wall and being modularized and quickly assembled according to an embodiment of the present invention includes a cement layer 1, steel frames 2 are disposed inside lateral sides of the cement layer 1, a support frame 3 is disposed in the middle of the cement layer 1, the support frame 3 is composed of a support cylinder 4, support steel bars 5 and a connecting rod 6, the support cylinder 4 is connected to the support steel bars 5 through the connecting rod 6, a first through hole 7 and a second through hole 8 are respectively disposed at the upper end and the lower end of the support cylinder 4, decorative plates 9 are disposed at both ends of the outer side wall of the cement layer 1, a sound insulation material layer 10 is disposed between the cement layer 1 and the decorative plates 9, a placement groove 11 is disposed in the middle of the upper end of the cement layer 1, a clamping block 12 connected to the placement groove 11 is disposed in the middle of the lower end of the cement layer 1, the support cylinder 4 penetrates through and extends the lower end of the clamping block 12, and a third through hole 19 corresponding to the first through hole 7 and the second through hole 8 is formed in the middle of the upper end of the cement layer 1, and concrete columns 13 are filled in the middle of the supporting cylinders 4.

Example two:

as shown in fig. 1 to 4, an anti-cracking net is sleeved outside the cement layer 1 outside the steel frame 2. The lower end of the clamping block 12 is provided with a plurality of connecting steel bars 14, and the lower end of the placing groove 11 is provided with a plurality of connecting holes 15 corresponding to the connecting steel bars 14. The sound insulation material layer 10 comprises sound absorption cotton 16, heat preservation cotton 17 and acoustic celotex board 18, heat preservation cotton 17 is located inhale between sound cotton 16 and the acoustic celotex board 18, acoustic celotex board 18 with cement layer 1 is connected.

As shown in fig. 1 to 4, a limiting steel column 20 connected with the first through hole 7, the second through hole 8 and the third through hole 19 in sequence is arranged in the middle of the cement layer 1. The steel column reinforced concrete structure is characterized in that a plurality of connecting steel columns 21 are arranged in the middle of one side of the cement layer 1, and connecting steel plates 22 are arranged at two ends of the cement layer 1.

For the convenience of understanding the technical solutions of the present invention, the following detailed description will be made on the working principle or the operation mode of the present invention in the practical process.

In practical application, when the bearing wall is installed, the fixture block 12 and the support cylinder 4 at the bottom end are inserted into the ground drilled in advance, concrete is poured on the ground at the upper end, the bearing wall is connected with the ground, the fixture block 12 at the bottom end of the other prepared bearing wall is connected with the support cylinder 4 and the placing groove 11 and the connecting hole 15 at the upper end of the bearing wall at the lower end until the two bearing walls are attached, the support cylinder 4 is connected with the cement layer 1 by inserting the connecting steel column 21 into the first through hole 7, the second through hole 8 and the third through hole 19, the bottom end of the support cylinder 4 is connected with the upper end of the other support cylinder 4 in an inserting mode, a plurality of connections are obtained, the bearing walls are more tightly fixed after being installed, and the connecting steel plates 22 are welded finally;

through adopting fixture block 12 and the support cylinder 4 of upper story bearing wall lower extreme can insert inside standing groove 11 and the connecting hole 15 of next floor bearing wall, and under the spacing of connecting steel column 21, can carry out assembling of one deck to the bearing wall like this, then can reduce the volume of bearing wall through this mode, it has a plurality of modularization equipment to form to make the bearing wall, thereby it is more light convenient when the installation to make this bearing wall, and is quicker, make things convenient for staff's operation, save operating time, and the work efficiency is improved.

In summary, according to the technical scheme of the utility model, the fixture block 12 and the support cylinder 4 at the lower end of the upper layer of bearing wall can be inserted into the placement groove 11 and the connection hole 15 in the lower layer of bearing wall, and the bearing wall can be assembled layer by layer under the limit of the connection steel column 21, so that the volume of the bearing wall can be reduced by the way, the bearing wall is formed by assembling a plurality of modules, and the bearing wall is easier, more convenient and faster to install, is convenient for the operation of workers, saves the operation time and improves the work efficiency.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. The utility model provides a but reduce bearing wall's volume modularization fast assembly's bearing wall structure which characterized in that, includes cement layer (1), the inside steelframe (2) that is provided with of side of cement layer (1), the middle part of cement layer (1) is provided with support frame (3), support frame (3) comprise support cylinder (4), support bar (5) and connecting rod (6), support cylinder (4) with be connected through connecting rod (6) between support bar (5), the upper end and the lower extreme of support cylinder (4) are provided with through-hole one (7) and through-hole two (8) respectively, the outside lateral wall both ends of cement layer (1) all are provided with decorative board (9), be provided with sound insulation material layer (10) between cement layer (1) and decorative board (9), the upper end middle part of cement layer (1) is provided with standing groove (11), the lower extreme middle part on cement layer (1) be provided with fixture block (12) that standing groove (11) are connected, support a section of thick bamboo (4) interlude and extend the lower extreme of fixture block (12), the upper end middle part on cement layer (1) be provided with through-hole three (19) that correspond with through-hole one (7) and through-hole two (8), the middle part of supporting section of thick bamboo (4) all is filled with concrete column (13).

2. A modular fast-assembling load-bearing wall structure capable of reducing the volume of a load-bearing wall according to claim 1, characterized in that the outer portion of the cement layer (1) located outside the steel frame (2) is sleeved with an anti-cracking net.

3. The modular rapid assembly load-bearing wall structure capable of reducing the volume of a load-bearing wall according to claim 1, wherein the lower end of the clamping block (12) is provided with a plurality of connecting reinforcements (14), and the lower end of the placement groove (11) is provided with a plurality of connecting holes (15) corresponding to the connecting reinforcements (14).

4. A modular fast-assembling load-bearing wall structure for reducing the volume of a load-bearing wall according to claim 1, characterized in that said layer of sound-insulating material (10) consists of sound-absorbing cotton (16), heat-insulating cotton (17) and sound-insulating board (18), said heat-insulating cotton (17) being located between said sound-absorbing cotton (16) and said sound-insulating board (18), said sound-insulating board (18) being connected to said layer of cement (1).

5. The modular rapid assembly load-bearing wall structure capable of reducing the volume of a load-bearing wall according to claim 1, wherein a limiting steel column (20) is arranged in the middle of the cement layer (1) and sequentially connected with the first through hole (7), the second through hole (8) and the third through hole (19).

6. The modular rapid assembly load-bearing wall structure capable of reducing the volume of a load-bearing wall according to claim 1, wherein a plurality of connecting steel columns (21) are arranged in the middle of one side of the cement layer (1), and connecting steel plates (22) are arranged at both ends of the cement layer (1).