Module wall and frame module structure

Abstract

The utility model discloses a modular wall body and a frame modular structure. The modular wall body comprises a light partition wall; the frame structure comprises a plurality of concrete structural parts, and the concrete structural parts are suitable for being arranged around the light partition wall. According to the modular wall body, the partition wall and the modular frame are integrally completed in a factory according to actual product requirements, the partition wall does not need to be built on site, site construction procedures are reduced, the construction period is shortened, meanwhile, the lightweight partition wall is adopted to reduce the cost of module transportation and hoisting, and the rigidity of the module is enhanced through the concrete structural member; and it is ensured that the module meets the deformation and cracking requirements in the transporting and hoisting process.

Description

Technical Field

[0001] The present application relates to the technical field of building structures, and in particular to a modular wall and a frame modular structure. Background Art

[0002] The existing patent CN116537362A describes a concrete modular integrated building frame without partition walls, but the actual frame module standard classrooms require partition walls to separate the classrooms. If the frame product in patent CN116537362A is used, the partition walls need to be constructed on site, which increases the on-site construction process and has a certain impact on the construction period. In addition, the partition walls in the prior art rarely take into account the practical problems faced by the difficulty of lifting. In actual construction, there is a problem that the module is overweight and difficult to lift. If the module is reduced in weight during production to facilitate lifting, the module is prone to deformation or cracks during lifting, which ultimately affects the construction quality. Summary of the invention

[0003] The purpose of this application is to at least solve the technical problem that the partition wall in the prior art needs to be constructed on site, which affects the construction period. To this end, this application proposes a modular wall that can complete the production and decoration of frame modules in the factory, reduce the on-site wall construction process, greatly shorten the construction period, and meet the requirements of module deformation and cracks during module hoisting.

[0004] The present application also proposes a frame module structure including the above-mentioned module wall.

[0005] The modular wall according to the first embodiment of the present application includes:

[0006] Lightweight partition walls;

[0007] The frame structure comprises a plurality of concrete structural members, each of which is suitable for being arranged around the four sides of the lightweight partition wall.

[0008] The modular wall according to the first aspect embodiment of the present application has at least the following beneficial effects: the modular wall completes the partition wall and the module frame in one factory according to the actual needs of the product, and there is no need to build the partition wall on site, which reduces the on-site construction procedures and shortens the construction period. At the same time, the use of lightweight partition walls reduces the cost of module transportation and hoisting, and the rigidity of the module is enhanced by concrete structural members to ensure that the module meets the deformation and cracking requirements during transportation and hoisting.

[0009] According to the modular wall described in the embodiment of the first aspect of the present application, the frame structure includes concrete columns arranged on the left and right of the lightweight partition wall, concrete beams arranged above the lightweight partition wall, and connecting beams arranged below the lightweight partition wall.

[0010] According to the modular wall described in the embodiment of the first aspect of the present application, the frame structure includes an intermediate concrete structural column, at least two lightweight partition walls are provided, the intermediate concrete structural column is arranged between adjacent lightweight partition walls, and the intermediate concrete structural column is suitable for arranging hanging points.

[0011] According to the modular wall described in the embodiment of the first aspect of the present application, the lightweight partition wall is connected to the frame structure through reinforcement.

[0012] According to the modular wall described in the embodiment of the first aspect of the present application, the lightweight partition wall is configured as an ALC strip board.

[0013] According to the modular wall described in the embodiment of the first aspect of the present application, the lightweight partition wall is configured as a light steel keel partition wall.

[0014] According to the modular wall described in the embodiment of the first aspect of the present application, an angle bracket is provided between the frame structure and the lightweight partition wall.

[0015] According to the modular wall described in the embodiment of the first aspect of the present application, the corner codes are arranged at the four corners of the wall opening surrounded by the frame structure.

[0016] According to the modular wall described in the embodiment of the first aspect of the present application, the corner code is connected to the keel of the light steel keel partition wall.

[0017] The frame module structure according to the embodiment of the second aspect of the present application includes: the module wall as described in the embodiment of the first aspect of the present application.

[0018] It is not difficult to understand that the frame module structure in the second aspect embodiment of the present application has the technical effect of the module wall in the first aspect embodiment described above, and therefore will not be elaborated on.

[0019] Additional aspects and advantages of the present application will be given in part in the description below, and in part will become apparent from the description below, or will be learned through the practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The present application is further described below with reference to the accompanying drawings and embodiments;

[0021] Figure 1 This is a cross-sectional view of a lightweight partition wall according to an embodiment of the present application;

[0022] Figure 2 A front view of a lightweight partition wall in an embodiment of the present application that is configured as a light steel keel partition wall;

[0023] Figure 3 This is a front view of the lightweight partition wall of the embodiment of the present application when it is set as a light steel keel partition wall with angle steel.

[0024] Reference numerals:

[0025] 100. Lightweight partition walls;

[0026] 200. Frame structure; 210. Middle concrete structural column; 220. Angle code. DETAILED DESCRIPTION

[0027] The embodiments of the present application are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application, and cannot be understood as limiting the present application.

[0028] In the description of the present application, it should be understood that descriptions involving orientation, such as up, down, front, back, left, right, etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present application.

[0029] In the description of this application, "several" means one or more, "more" means at least two, "greater than", "less than", "exceed", etc. are understood to exclude the number itself, and "above", "below", "within", etc. are understood to include the number itself. If there is a description of "first" or "second", it is only used for the purpose of distinguishing technical features, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features or implicitly indicating the order of the indicated technical features.

[0030] In the description of this application, unless otherwise clearly defined, terms such as setting, installing, connecting, etc. should be understood in a broad sense, and technicians in the relevant technical field can reasonably determine the specific meanings of the above terms in this application after combining the specific content of the technical solution.

[0031] Reference Figures 1 to 3 The modular wall of the first embodiment of the present application is applied to a frame modular structure, and the modular wall includes a lightweight partition wall 100 and a frame structure 200.

[0032] The frame structure 200 includes a plurality of concrete structural members, each of which is suitable for being arranged around the lightweight partition wall 100. It can be understood that the modular wall integrates the partition wall and the modular frame in the factory according to the actual needs of the product, and there is no need to build the partition wall on site, which reduces the on-site construction process and shortens the construction period. At the same time, the lightweight partition wall 100 reduces the cost of module transportation and hoisting, and the rigidity of the module is enhanced by the concrete structural members, ensuring that the module meets the deformation and cracking requirements during transportation and hoisting.

[0033] In some embodiments of the present application, the frame structure 200 includes concrete columns arranged on the left and right sides of the lightweight partition wall 100, concrete beams arranged above the lightweight partition wall 100, and connecting beams arranged below the lightweight partition wall 100. It can be understood that the frame structure 200 is arranged around the lightweight partition wall 100, wherein the left and right sides are concrete columns, the top is a concrete beam, and the bottom is a concrete connecting beam, and the function of the connecting beam is to increase the integrity of the module. The lightweight partition wall 100 is used instead of the concrete wall to control the weight of the module to reduce the cost of transportation and hoisting. At the same time, the concrete structural members arranged around are used to ensure strength, thereby increasing the rigidity of the module to meet the requirements of use.

[0034] In some embodiments of the present application, the frame structure 200 includes an intermediate concrete structural column 210, at least two lightweight partition walls 100 are provided, the intermediate concrete structural column 210 is provided between adjacent lightweight partition walls 100, and the intermediate concrete structural column 210 is suitable for arranging hanging points. It can be understood that the role of the intermediate concrete structural column 210 is to arrange hanging points at the upper end of the structural column, increase the number of hanging points, and avoid deformation and cracking of the module when the module is hoisted. In some embodiments, the number, spacing, and size of the structural columns need to be determined based on calculations.

[0035] It should be noted that in some embodiments, after the lightweight internal partition wall with integrated pipeline equipment is prefabricated in advance, it is fixed on the MiC mold and cast together with other main structures of the MiC module. The side and top of the lightweight internal partition wall are connected to the module frame column and module frame beam in the form of embedded dowel + keyway, which is a weak connection. The larger internal partition wall in the module cannot be prefabricated in advance at one time. The method of setting structural columns in the middle is adopted to split the wall into 2 or more blocks.

[0036] In some embodiments of the present application, the lightweight partition wall 100 is connected to the frame structure 200 through the reinforcement. It can be understood that the lightweight partition wall 100 is similar to a concrete wall, composed of lightweight materials and steel mesh, and the lightweight partition wall 100 is connected to each concrete structural member and concrete structural column of the frame structure 200 through the reinforcement, so that the lightweight partition wall 100 and the surrounding concrete frame are produced in one piece in a large steel mold.

[0037] It should be noted that the present application uses lightweight partition walls 100, ALC strips or light steel frame partition walls to replace concrete walls. The bulk density of these wall materials is less than that of concrete. The weight of the basic module can be controlled within 30t, and the cost of module transportation and hoisting will be reduced.

[0038] It is understandable that the types of lightweight partition walls 100 include lightweight partition boards, fiber cement boards and calcium silicate boards. Among them, lightweight partition boards are new energy-saving wall materials, and the exterior wall materials are like hollow floor slabs. They are mainly composed of harmless phosphogypsum, lightweight steel slag, fly ash and other waste residues and are cured under high pressure. They have the advantages of light weight, high strength, multiple environmental protection, heat insulation, fire prevention, rapid construction, and reduced wall costs. Fiber cement boards are used as partition wall panels, and they need to be matched with light steel keel partition walls and skeletons. Due to their high density, they have better thermal insulation and sound insulation properties. However, they are more likely to be fragile. There are many types of fiber cement boards, including fiber cement pressure boards, fiber cement non-pressure boards, chrysotile fiber cement boards, asbestos-free fiber cement boards, and the like. As partition wall material, calcium silicate board has the advantages of heat insulation, waterproof and moisture-proof, light weight and high strength, good stability and excellent fire resistance. It can easily meet the functions required in modern buildings and is simple to construct. You only need to build the light steel keel partition wall frame and then seal it with the calcium silicate board. The thickness can be selected according to actual needs.

[0039] In some embodiments, the lightweight partition wall 100 is configured as an ALC strip board. It is understandable that the lightweight partition wall 100 can be configured as a lightweight partition wall 100 board, which is composed of harmless phosphogypsum, lightweight steel slag, fly ash and other industrial waste residues and is cured by variable frequency steam pressure. It looks like a hollow floor slab, with male and female falcon grooves on both sides. When installing, a small amount of caulking mortar is applied to the male and female falcons and then assembled. It has the advantages of light weight, high strength, thermal insulation, sound insulation, fire prevention, and reduced wall cost. The inner layer is equipped with a reasonably arranged heat-insulating and sound-absorbing inorganic foam profile or other thermal insulation material, and the wall panel is cast, leveled and scientifically cured on the assembly line.

[0040] It should be noted that the production sequence in this embodiment is to first cast the surrounding concrete frame, structural columns and connecting beams, and then install the middle ALC strip after the concrete frame is completed. The ALC strip adopts a conventional and reliable connection method, which can be specifically connected to the concrete frame with reference to Shenzhen Local Atlas SJT 03-2023.

[0041] In some embodiments, the lightweight partition wall 100 is configured as a light steel keel partition wall. It is understandable that the light steel keel partition wall, as the inner enclosure structure of the building, integrates the building use function and the building decoration, has the characteristics of being both beautiful and practical, and has a fast construction speed and good overall effect. The light steel keel partition wall has the characteristics of light weight, high strength, good fire resistance, strong versatility and easy installation.

[0042] It should be noted that, in other embodiments, the lightweight partition wall 100 and the frame structure 200 can be manufactured and formed separately, and then the lightweight partition wall 100 is installed in the opening of the frame structure 200 to achieve connection and fixation, thereby obtaining a modular wall.

[0043] In some embodiments of the present application, a corner code 220 is provided between the frame structure 200 and the lightweight partition wall 100. In some embodiments, the skeleton mainly includes a U-shaped shallow channel steel, a support frame and a corner code 220. First, the U-shaped shallow channel steel needs to be positioned according to the size and structure of the partition wall to be installed, and then the U-shaped shallow channel steel is fixed to the original wall with a support frame to ensure the firmness of the entire partition wall structure. The corner code 220 needs to be installed at the corner of the wall to support the lightweight partition wall 100 board. When the skeleton is installed, the lightweight partition wall 100 board can be installed. The advantages of the lightweight partition wall 100 board over the traditional solid wall are light weight, easy installation and fast construction speed.

[0044] In some embodiments of the present application, the corner code 220 is set at the four corners of the wall opening surrounded by the frame structure 200. In some embodiments, the corner code 220 is set as a seven-character code. It can be understood that the light steel keel wall can be installed with seven-character codes at the four corners of the wall opening. The seven-character code can be installed in the middle of the keel without affecting the appearance of the wall. The role of the seven-character code is to enhance the rigidity of the opening and avoid deformation of the opening during hoisting, which leads to cracking of the wall. In some embodiments, the installation of the light steel keel partition wall also adopts conventional methods, which will not be further described here.

[0045] In some embodiments of the present application, the angle bracket 220 is connected to the keel of the light steel keel partition wall. In some embodiments, the specific method for fixing the angle bracket 220 of the light partition wall 100 is as follows: a 150mm×200mm hole is opened at the fixing position of the angle bracket 220, 200mm deep concrete is poured into the hole, expansion bolts are buried in the concrete for fixing, the angle bracket 220 is connected externally, and the angle bracket 220 is welded to the main keel.

[0046] Reference Figures 1 to 3The frame module structure of the second embodiment of the present application can be a frame module structure of a building such as a standard classroom. The frame module structure includes a module wall of the first embodiment of the present application. The module wall of the frame module structure integrates the partition wall and the module frame in the factory according to the actual needs of the product. There is no need to build the partition wall on site, which reduces the on-site construction process and shortens the construction period. Considering the module hoisting and transportation, the partition wall of this product cannot be built with conventional blocks, because the block wall is easily damaged due to vibration and other reasons during transportation. If the rigidity and integrity of the module are considered alone, the concrete partition wall is the most suitable, but the concrete bulk density is too large, resulting in the overall weight of the module exceeding 30t, so the cost of module transportation and hoisting will increase significantly. In order to control the weight of the module, this application uses lightweight partition walls 100, ALC strips or light steel keel partition walls to replace concrete walls. The bulk density of these wall materials is less than that of concrete. The weight of the basic module can be controlled within 30t, and the cost of module transportation and hoisting will be reduced. In order to enhance the rigidity of the module, some concrete structural columns, connecting beams and other structures will be added to ensure that the module meets the deformation and cracking requirements during transportation and lifting.

[0047] The technical features of the above-described embodiments may be arbitrarily combined. To make the description concise, not all possible combinations of the technical features in the above-described embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0048] The embodiments of the present application are described in detail above in conjunction with the accompanying drawings, but the present application is not limited to the above embodiments, and various changes can be made within the knowledge scope of ordinary technicians in the technical field without departing from the purpose of the present application.

Claims

1. A modular wall, characterized in that: include: A lightweight partition wall (100) comprising a fiber cement board with a light steel keel partition wall frame, or a calcium silicate board with a light steel keel partition wall frame; A frame structure (200) comprising a plurality of concrete structural members, each of the concrete structural members being suitable for being arranged around the four sides of the lightweight partition wall (100); Corner brackets (220) are provided between the lightweight partition wall (100) and the frame structure (200). The corner brackets (220) are arranged at the four corners of the wall openings surrounded by the frame structure (200) and are installed in the four corner openings of the lightweight steel keel partition wall frame.

2. The modular wall according to claim 1, characterized in that: The frame structure (200) comprises concrete columns arranged on the left and right of the lightweight partition wall (100), concrete beams arranged above the lightweight partition wall (100), and connecting beams arranged below the lightweight partition wall (100).

3. The modular wall according to claim 1, characterized in that: The frame structure (200) comprises a middle concrete structural column (210), at least two of the light-weight partition walls (100) are provided, the middle concrete structural column (210) is provided between adjacent light-weight partition walls (100), and the middle concrete structural column (210) is suitable for arranging hanging points.

4. The modular wall according to any one of claims 1 to 3, characterized in that: The lightweight partition wall (100) is connected to the frame structure (200) via ribs.

5. A frame module structure, characterized in that: include: A modular wall as claimed in any one of claims 1 to 4.

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