Combined partition wall for modularized integrated building

Abstract

The utility model discloses a combined partition wall for a modularized integrated building, and particularly relates to the technical field of partition walls, the combined partition wall comprises a reinforcement cage double-plate laminated wall and a module partition wall, the reinforcement cage double-plate laminated wall and the module partition wall are connected with each other, the reinforcement cage double-plate laminated wall comprises a binding reinforcement cage, wall plates are fixedly arranged on two sides of the binding reinforcement cage, and the wall plates are connected with the module partition wall. The two sides of the binding reinforcement cage are embedded into the two wallboards correspondingly, and a cavity is formed between the two wallboards. According to the combined partition wall, the reinforcement cage double-plate laminated wall is manufactured on a production line in advance, and the reinforcement cage double-plate laminated wall is connected with the module partition wall in a linear mode, an L-shaped mode, a T-shaped mode and the like, so that the combined partition wall has the advantages of being larger in combination face, better in structural integrity, more reliable in waterproof performance and more convenient to construct in the installation process; the construction quality can be strictly controlled, the standardization degree is high, and the production cost can be greatly reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to a partition wall technical field, concretely relates to a combined partition wall for modular integrated building. BACKGROUND

[0002] The prefabricated concrete shear wall of the traditional sleeve grouting technology is generally prefabricated in the factory, and after being fixed on site, grouting is carried out in the sleeve through the reserved grouting hole, which is equivalent to "adhesive", connecting the prefabricated shear wall and the lower shear wall together, the sleeve diameter is small, and the adjustment space is relatively limited; with the rapid development of modular production at the present stage, the prefabricated concrete shear wall adopting the traditional sleeve grouting technology cannot meet the modular installation requirements of the site.

[0003] Compared with the above, the modular installation needs a more concise and efficient way, so a more scientific and reasonable combined concrete modular product is needed, and therefore a combined partition wall for modular integrated building is provided. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a combined partition wall for modular integrated building, which connects the steel bar cage double plate composite wall with the module partition wall in a linear, L-shaped and T-shaped manner, so that the combined partition wall has the advantages of larger bonding surface, better structural integrity, more reliable waterproofing and easier construction during installation.

[0005] In order to achieve the above-mentioned purpose, the utility model provides the following technical scheme: a combined partition wall for modular integrated building, comprising a steel bar cage double plate composite wall and a module partition wall, the steel bar cage double plate composite wall and the module partition wall are connected with each other, the steel bar cage double plate composite wall comprises a tied steel bar cage, wall plates are fixed on both sides of the tied steel bar cage, the two wall plates are embedded in the inside of the tied steel bar cage, a cavity is arranged between the two wall plates, the steel bar cage double plate composite wall is prefabricated on the production line, and the cavity can be poured with concrete for reinforcement.

[0006] The steel bar cage double plate composite wall and the module partition wall are combined and connected in a linear overall load-bearing structure, an L-shaped overall load-bearing structure, a T-shaped overall load-bearing structure or a T-shaped non-overall load-bearing structure.

[0007] Further, the linear overall load-bearing structure comprises a load-bearing module partition wall one, the module partition wall one is arranged at one end of the steel bar cage double plate composite wall one, the module partition wall one and the steel bar cage double plate composite wall are on the same straight line, a module partition wall steel bar cage is embedded in the inside of the module partition wall one, one end of the module partition wall steel bar cage is connected with the tied steel bar cage, a foam plate is arranged at the connection between the module partition wall one and the steel bar cage double plate composite wall, the foam plate is located in the cavity, and the existence of the foam plate avoids grout leakage during pouring.

[0008] Further, the L-shaped integral load-bearing structure comprises a load-bearing module partition wall two, which is connected with the steel bar cage double plate composite wall at the corner, the included angle of the module partition wall two and the steel bar cage double plate composite wall is 90°, and the module partition wall two and the steel bar cage double plate composite wall are arranged in an L shape, one end of the steel bar cage is welded with a partition wall full-height embedded anchor, and the partition wall full-height embedded anchor is connected with the module partition wall two.

[0009] Further, the T-shaped integral load-bearing structure comprises a load-bearing module partition wall three, which is internally embedded with an additional steel bar one, the module partition wall three is vertically contacted with the steel bar cage double plate composite wall, the module partition wall three and the steel bar cage double plate composite wall are arranged in a T shape, a first rough surface is arranged on the contact surface of the module partition wall three and the steel bar cage double plate composite wall, one end of the additional steel bar one is connected with the steel bar cage, and the module partition wall three can bear load.

[0010] Further, the T-shaped non-integral load-bearing structure comprises a non-load-bearing module partition wall four, which is vertically contacted with the steel bar cage double plate composite wall, the module partition wall four and the steel bar cage double plate composite wall are arranged in a T shape, the module partition wall four is internally embedded with an additional steel bar two, one end of the additional steel bar two is connected with the steel bar cage, a second rough surface is arranged on the contact surface of the module partition wall four and the steel bar cage double plate composite wall, and the module partition wall four cannot bear load.

[0011] In the above technical solutions, the technical effects and advantages of the utility model are as follows:

[0012] 1. The steel bar cage double plate composite wall is pre-prepared on the production line, and the steel bar cage double plate composite wall is connected with the module partition wall in a linear, L-shaped and T-shaped manner, so that the combined partition wall has the advantages of larger combination surface, better structural integrity, more reliable waterproof performance and easier installation, which helps to strictly control the construction quality and has high standardization, and the production cost can be greatly reduced.

[0013] 2. The steel bar cage double plate composite wall is connected with the module partition wall in a linear, L-shaped and T-shaped manner, which provides great convenience for the construction of different types of buildings, meets the requirements of better, faster and more environmentally friendly construction, and the connection structure is simple in construction, convenient in operation, reliable in performance, reduces the labor intensity, saves labor, greatly improves the production efficiency and effectively shortens the construction period. BRIEF DESCRIPTION OF DRAWINGS

[0014] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the drawings needed in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments described in the utility model, and other drawings can be obtained by those skilled in the art according to these drawings.

[0015] Figure 1 The steel reinforcement cage double plate composite wall structure diagram of the utility model;

[0016] Figure 2 The straight line type integral bearing structure schematic diagram of the utility model;

[0017] Figure 3 The L type integral bearing structure schematic diagram of the utility model;

[0018] Figure 4 The T type integral bearing structure schematic diagram of the utility model;

[0019] Figure 5 The T type non-integral bearing structure schematic diagram of the utility model.

[0020] Mark explanation:

[0021] 1, module partition wall one;2, module partition wall steel reinforcement cage;3, steel reinforcement cage double plate composite wall;301, wallboard;302, binding steel reinforcement cage;303, cavity;4, foam board;5, module partition wall two;6, partition wall total height pre-buried anchor;7, first rough surface;8, module partition wall three;9, additional steel one;10, second rough surface;11, module partition wall four;12, additional steel two. Specific implementation

[0022] In order to make those skilled in the art better understand the technical scheme of the utility model, the utility model will be further introduced in detail below in conjunction with the drawings.

[0023] The utility model provides a kind of combined partition wall for modular integrated building as shown in Figures 1-5 The utility model provides a kind of combined partition wall for modular integrated building as shown in

[0024] The entire steel reinforcement cage double plate composite wall 3 is with binding steel reinforcement cage 302 as framework, binding steel reinforcement cage 302 both sides are fixed with wallboard 301, two wallboards 301 are embedded in the inside of two wallboards 301 respectively, and the cavity 303 between two wallboards 301 is reserved, so that the cavity 303 is poured into concrete for reinforcement in the process of subsequent installation, improve the durability and firmness of steel reinforcement cage double plate composite wall 3.

[0025] The reinforced cage double-panel composite wall 3 and the modular partition wall are connected by a combination of a straight integral load-bearing structure, an L-shaped integral load-bearing structure, a T-shaped integral load-bearing structure, or a T-shaped non-integral load-bearing structure. Example 1

[0026] To improve the overall integrity of this modular partition wall, such as Figure 2 As shown, the linear integral load-bearing structure includes a load-bearing modular partition wall 1, which is located at one end of a double-plate composite wall 3 with a reinforcing cage. The modular partition wall 1 and the double-plate composite wall 3 with a reinforcing cage are on the same straight line. A reinforcing cage 2 is embedded inside the modular partition wall 1. One end of the reinforcing cage 2 is connected to a tied reinforcing cage 302. A foam board 4 is provided at the connection between the modular partition wall 1 and the double-plate composite wall 3 with a reinforcing cage. The foam board 4 is located in the cavity 303. The presence of the foam board 4 prevents grout leakage during pouring.

[0027] When combining modular partition wall 1 and reinforced cage double-panel composite wall 3, in order to prevent collision between the tied reinforcing cage 302 of the reinforced cage double-panel composite wall 3 and the module partition wall reinforcing cage 2 inside modular partition wall 1, which would affect structural safety, the protruding reinforcing bars of the tied reinforcing cage 302 are bent inside the combined wall and lapped with the reinforcing bars of the module partition wall reinforcing cage 2. Foam board 4 is provided at the connection between the reinforced cage double-panel composite wall 3 and modular partition wall 1 to prevent grout leakage during concrete pouring. This connection method makes construction more convenient, improves the efficiency of the building construction process, and reduces labor intensity. Example 2

[0028] like Figure 3 As shown, the L-shaped integral load-bearing structure includes a load-bearing modular partition wall 2 5. The modular partition wall 2 5 and the double-plate composite wall 3 with steel cage are connected to each other at the corner. The included angle between the modular partition wall 2 5 and the double-plate composite wall 3 with steel cage is 90°. The two are arranged in an L-shape. One end of the binding steel cage 302 is welded with a pre-embedded anchor bar 6 that runs the length of the partition wall. The pre-embedded anchor bar 6 that runs the length of the partition wall is connected to the modular partition wall 2 5.

[0029] The double-panel composite wall 3 with the modular partition wall 2 5 is connected in an L-shape. To ensure the stability and structural safety of the connection between the double-panel composite wall 3 and the modular partition wall 2 5, pre-embedded anchor bars 6 are pre-embedded throughout the partition wall height during the production of the double-panel composite wall 3. During the production process, the pre-embedded anchor bars 6 are welded to the binding steel cage 302 of the double-panel composite wall 3 to ensure that it is an integral structure. When the double-panel composite wall 3 with the modular partition wall 2 5 is combined, the pre-embedded anchor bars 6 are welded to the steel cage of the modular partition wall 2 5 to ensure the integrity, safety and stability of the combined structure. Example 3

[0030] As Figure 4 shown, the T-shaped integral load-bearing structure includes load-bearing module partition wall three 8, which is internally embedded with additional steel bars one 9, and is vertically in contact with the steel bar cage double plate composite wall 3. The module partition wall three 8 and the steel bar cage double plate composite wall 3 are arranged in a T shape. The contact surface of the module partition wall three 8 and the steel bar cage double plate composite wall 3 is provided with a first rough surface 7. One end of the additional steel bars one 9 is connected with the bundled steel bar cage 302. The module partition wall three 8 can bear load.

[0031] The steel bar cage double plate composite wall 3 and the module partition wall three 8 are connected in a T-shaped combination. In order to ensure stability and structural safety, rough surfaces are reserved on the contact surface of the steel bar cage double plate composite wall 3 and the module partition wall three 8 for roughening treatment, thereby forming the first rough surface 7. Meanwhile, the additional steel bars one 9 are pre-embedded in the module partition wall three 8, and are connected with the bundled steel bar cage 302. Example four

[0032] As Figure 5 shown, the T-shaped non-integral load-bearing structure includes non-load-bearing module partition wall four 11, which is vertically in contact with the steel bar cage double plate composite wall 3. The module partition wall four 11 and the steel bar cage double plate composite wall 3 are arranged in a T shape. The module partition wall four 11 is internally embedded with additional steel bars two 12, one end of which is connected with the bundled steel bar cage 302. The contact surface of the module partition wall four 11 and the steel bar cage double plate composite wall 3 is provided with a second rough surface 10. The module partition wall four 11 cannot bear load.

[0033] The module partition wall four 11 and the steel bar cage double plate composite wall 3 are connected in a T-shaped combination. Roughening treatment is performed between the module partition wall four 11 and the steel bar cage double plate composite wall 3, thereby setting the second rough surface 10. Meanwhile, the additional steel bars two 12 are pre-embedded in the module partition wall four 11, and are connected with the bundled steel bar cage 302, thereby connecting the module partition wall four 11 and the steel bar cage double plate composite wall 3. Different from example four, the additional steel bars two 12 here adopt single-row steel bar net rack distribution of steel bars. The module partition wall four 11 only serves as a partition wall, and is not used as a load-bearing wall.

[0034] By adopting the modes of the embodiments one, two, three and four, the steel bar cage double-plate composite wall 3 is connected with the module partition wall, the problem that the internal pouring condition of the prefabricated concrete shear wall of the traditional sleeve grouting technology is invisible and the quality cannot be guaranteed is solved and optimized, the connection structure has the advantages of larger combination surface, better structural integrity, more reliable waterproof, and more convenient construction in the installation process, the connection structure helps to strictly control the construction quality and has high standardization, can greatly reduce the production cost, and provides great convenience for construction of different types of buildings, meets better, faster and more environmentally friendly building requirements, in addition, the embodiments one, two, three and four are simple in construction, convenient in operation, reliable in performance, reduce the labor intensity, save the labor, greatly improve the production efficiency, and effectively shorten the construction period.

[0035] The above only describes some exemplary embodiments of the utility model in a descriptive manner, without doubt, for ordinary skilled in the art, the described embodiments can be modified in various different ways without deviating from the spirit and scope of the utility model. Therefore, the above drawings and description are illustrative in nature and should not be understood as limiting the scope of protection of the utility model claims.

Claims

1. A composite partition for a modular integrated building, characterized by: The application relates to a building structure, which comprises a double-plate composite wall (3) and a module partition wall, the double-plate composite wall (3) comprising a binding steel cage (302), both sides of the binding steel cage (302) being fixedly provided with wall plates (301), and a cavity (303) being arranged between the two wall plates (301). The double-plate composite wall (3) and the module partition wall are combined and connected in a one-letter type integral load-bearing structure, an L type integral load-bearing structure, a T type integral load-bearing structure or a T type non-integral load-bearing structure.

2. A composite partition for modular integrated construction according to claim 1, characterized in that: The one-letter type integral load-bearing structure comprises a load-bearing module partition wall one (1), the module partition wall one (1) being arranged at one end of the double-plate composite wall (3), a module partition wall steel cage (2) being embedded in the module partition wall one (1), one end of the module partition wall steel cage (2) being connected with the binding steel cage (302), and a foam plate (4) being arranged at the connection position of the module partition wall one (1) and the double-plate composite wall (3) and located in the cavity (303).

3. A composite partition for modular integrated construction according to claim 1, characterized in that: The L type integral load-bearing structure comprises a load-bearing module partition wall two (5), the module partition wall two (5) and the double-plate composite wall (3) being connected at the corner position, the included angle between the module partition wall two (5) and the double-plate composite wall (3) being 90 DEG, one end of the binding steel cage (302) being welded with a partition wall through-height pre-embedded anchor (6), and the partition wall through-height pre-embedded anchor (6) being connected with the module partition wall two (5).

4. A composite partition for modular integrated construction according to claim 1, characterized in that: The T type integral load-bearing structure comprises a load-bearing module partition wall three (8), the module partition wall three (8) being internally embedded with an additional steel bar one (9), the module partition wall three (8) being vertically contacted with the double-plate composite wall (3), a first rough surface (7) being arranged at the contact surface of the module partition wall three (8) and the double-plate composite wall (3), and one end of the additional steel bar one (9) being connected with the binding steel cage (302).

5. A composite partition for modular integrated construction according to claim 1, characterized in that: The T type non-integral load-bearing structure comprises a non-load-bearing module partition wall four (11), the module partition wall four (11) being vertically contacted with the double-plate composite wall (3), the module partition wall four (11) being internally embedded with an additional steel bar two (12), one end of the additional steel bar two (12) being connected with the binding steel cage (302), and a second rough surface (10) being arranged at the contact surface of the module partition wall four (11) and the double-plate composite wall (3).

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