Building module with light wall body

Abstract

The utility model belongs to the technical field of modular buildings, and particularly relates to a building module with a light wall. The module comprises a partition wall, the partition wall comprises a plurality of prefabricated ALC whole plates and a plurality of concrete constructional columns, the prefabricated ALC whole plates and the concrete constructional columns are alternately arranged, and the multiple concrete constructional columns connect the multiple prefabricated ALC whole plates and are poured into a whole wall; the prefabricated ALC whole plate is formed by transversely and sequentially connecting a plurality of ALC plates in series. In this way, according to the module, the partition wall is arranged to be of a whole wall structure formed by alternately arranging the prefabricated ALC whole plates formed by the multiple ALC plates and the concrete constructional columns and integrally pouring the prefabricated ALC whole plates and the concrete constructional columns together. The prefabricated ALC whole board meets the production and installation efficiency, the concrete constructional columns meet the rigidity of the partition wall, and compared with the prior art, the purposes that the overall rigidity of the partition wall whole board is met, and the production and installation efficiency of the partition wall whole board is improved are achieved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to modularization building technical field, especially a kind of building module with light wall. BACKGROUND

[0002] In recent years, modularization building develops rapidly, and modularization building refers to the modular split of single building according to space structure, house type and functional partition, then prefabrication of space module is completed in factory, and then each module is transported to construction site and installed, finally, the building entity that meets safety, reliability and related functional requirements is formed.Compared with traditional construction method, modularization integrated construction method has the advantages of high construction efficiency, resource saving, environmental protection and civilized construction.

[0003] However, modularization building still faces many problems, and the most important problem is that the module is heavy, the hoisting difficulty is great, and the hoisting measure cost is high.Patent CN202410816230.9 discloses a kind of ALC board of quick installation, and light ALC board is used as partition wall, but the ALC board of this technical scheme still needs to be installed one by one, and the installation sequence is strictly required, the installation procedure is numerous, the construction efficiency is low, and the partition wall formed after installation has small whole plate rigidity. UTILITY MODEL CONTENT

[0004] (I) technical problem to be solved

[0005] In view of the above-mentioned shortcomings and deficiencies of the prior art, the utility model provides a building module with light wall, so as to solve the technical problems that ALC board needs to be installed one by one, the installation sequence is strictly required, the installation procedure is numerous, the construction efficiency is low, and the partition wall formed after installation has small whole plate rigidity.

[0006] (II) technical scheme

[0007] In order to achieve the above-mentioned purpose, the utility model adopts the main technical scheme including:

[0008] The utility model embodiment provides a kind of building module with light wall, including partition wall, partition wall includes multiple prefabricated ALC whole plates and multiple concrete structural columns, prefabricated ALC whole plate and concrete structural column are alternately arranged, multiple concrete structural columns connect multiple prefabricated ALC whole plates and are poured into a whole wall;Prefabricated ALC whole plate is formed by multiple ALC boards being sequentially connected transversely.

[0009] Further, multiple ALC boards are sequentially connected transversely by multiple tensioning screws and are locked by cooperating first nut at both ends of tensioning screw to form prefabricated ALC whole plate.

[0010] Further, the second nut is located at the side of the first nut away from the ALC plate, and the second nut is located inside the concrete structure column.

[0011] Further, the concrete beam formwork is located at the top of the partition wall, and the plane where the inner surface of the concrete beam formwork is located is parallel to the plane where the inner surface of the partition wall is located.

[0012] Further, the top plate is located at the top of the concrete beam formwork and is fixed to the concrete beam formwork, and the plane where the inner surface of the top plate is located is perpendicular to the plane where the inner surface of the concrete beam formwork is located.

[0013] Further, the bottom plate is located at the bottom of the partition wall, and the plane where the inner surface of the bottom plate is located is perpendicular to the plane where the inner surface of the partition wall is located.

[0014] The edge of the bottom plate close to the partition wall is fixed with a third angle steel, and the bottom plate and the partition wall are formed into an integral whole through welding of the second angle steel and the third angle steel.

[0015] Further, the first angle steel and the second angle steel are fixed with a plurality of vertical anchor bars at the concrete structure column, and the plurality of anchor bars all extend into the partition wall.

[0016] Further, the concrete structure column is provided with a steel cage, and the steel cage comprises four vertical bars arranged in a matrix and a plurality of hoop bars for clamping the four vertical bars, and the plurality of hoop bars are arranged in parallel in the vertical direction.

[0017] Further, a plurality of shear nails are arranged along the height of the side edge of the prefabricated ALC whole plate, and the tip of the shear nail is located inside the prefabricated ALC whole plate, and the flat end of the shear nail is located inside the concrete structure column.

[0018] (Three) beneficial effects

[0019] The beneficial effects of the utility model are:

[0020] The building module with a lightweight wall of the utility model is characterized in that the partition wall is set as a prefabricated ALC whole plate formed by a plurality of ALC plates and a concrete structure column arranged alternately and integrally cast together to form an integral wall structure. The prefabricated ALC whole plate meets the production and installation efficiency, and the concrete structure column meets the rigidity of the partition wall. Compared with the prior art, the integral rigidity of the partition wall whole plate is met, and the production and installation efficiency of the partition wall whole plate is improved. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 Structure diagram of building module with light wall;

[0022] Figure 2 Structure diagram of concrete construction column and concrete beam formwork connection of building module with light wall;

[0023] Figure 3 Structure diagram of concrete construction column and bottom plate connection of building module with light wall;

[0024] Figure 4 Structure diagram of prefabricated ALC whole plate and bottom plate connection of building module with light wall.

[0025]

BRIEF DESCRIPTION OF DRAWINGS

[0026] 1: partition wall; 11: prefabricated ALC whole plate; 111: ALC plate; 112: tensioning screw rod; 113: first nut; 114: second nut; 115: shear nail; 12: concrete construction column; 121: vertical reinforcement; 122: stirrup; 13: second angle steel;

[0027] 2: concrete beam formwork; 21: first angle steel;

[0028] 3: expansion bolt; 4: top plate;

[0029] 5: bottom plate; 51: third angle steel;

[0030] 6: anchor bar. DETAILED DESCRIPTION

[0031] In order to better explain the utility model, so as to facilitate understanding, the following will be combined with the drawings, through specific embodiments, the utility model is described in detail.

[0032] As Figures 1-4 shown, the utility model provides a building module with light wall, as Figure 1 shown, including partition wall 1, concrete beam formwork 2, top plate 4 and bottom plate 5, wherein, the partition wall 1 in module upper part is generally provided with structural beam, and the concrete beam formwork 2 is the partition wall 1 upper self-used formwork for structural beam pouring when exempting from setting. Partition wall 1 includes multiple prefabricated ALC whole plates 11 and multiple concrete construction columns 12, prefabricated ALC whole plates 11 and concrete construction columns 12 are arranged alternately, and multiple concrete construction columns 12 connect multiple prefabricated ALC whole plates 11 and pour into a whole wall, and the overall rigidity of the wall body of partition wall 1 is enhanced. Among them, as Figure 1 , Figure 4As shown, the prefabricated ALC whole plate 11 is formed by a plurality of autoclaved lightweight concrete partition plates 111 connected in sequence.

[0033] Specifically, as shown in Figure 1 , Figure 4 , the plurality of ALC plates 111 are connected in sequence by a plurality of tensioning screws 112 and locked by the first nuts 113 at both ends of the tensioning screws 112.

[0034] Preferably, as shown in Figure 2 , Figure 3 , the second nuts 114 are also matched at both ends of the tensioning screws 112, and the second nuts 114 are located on the side away from the ALC plates 111 of the same side first nuts 113. The second nuts 114 are located inside the concrete structural column 12, which can increase the pulling effect between the prefabricated ALC whole plate 11 and the concrete structural column 12, and prevent cracking between the two. Of course, since there is no gap between the concrete structural column 12 and the prefabricated ALC whole plate 11, the first nuts 113 are also located inside the concrete structural column 12.

[0035] As shown in Figure 1 , Figure 4 , a plurality of shear nails 115 are provided along the height of the side edge of the prefabricated ALC whole plate 11. The tip of the shear nail 115 is located inside the prefabricated ALC whole plate 11, and the flat end of the shear nail 115 is located inside the concrete structural column 12. Such a structure also helps to increase the pulling effect between the prefabricated ALC whole plate 11 and the concrete structural column 12, and prevent cracking between the two.

[0036] As shown in Figures 1-3 , the concrete structural column 12 is provided with a steel cage, which includes four vertical bars 121 arranged in a matrix and a plurality of stirrups 122 for clamping the four vertical bars 121. The plurality of stirrups 122 are arranged in vertical sequence in parallel.

[0037] As shown in Figure 1 , Figure 2 , the concrete beam formwork 2 is located at the top of the partition wall 1, and the plane where the inner surface of the concrete beam formwork 2 is located is parallel to the plane where the inner surface of the partition wall 1 is located. The lower edge of the concrete beam formwork 2 is provided with a first angle steel 21 arranged along the length, and the concrete beam formwork 2 and the first angle steel 21 are cast as a whole. The concrete beam formwork 2 is fixed with the first angle steel 21 and the prefabricated ALC whole plate 11 by the expansion bolts 3 to form a whole with the partition wall 1. The first angle steel 21 is fixed with a plurality of vertical anchor bars 6 at the concrete structural column 12, and the plurality of anchor bars 6 extend into the partition wall 1 to increase the connection strength between the concrete structural column 12 and the concrete beam formwork 2.

[0038] As shown in Figure 1 , the top plate 4 is located at the top of the concrete beam formwork 2 and is fixed with the concrete beam formwork 2, and the plane where the inner surface of the top plate 4 is located is perpendicular to the plane where the inner surface of the concrete beam formwork 2 is located.

[0039] As shown in Figure 1 , Figure 3 , Figure 4 , the bottom plate 5 is located at the bottom of the partition wall 1, and the plane where the inner surface of the bottom plate 5 is located is perpendicular to the plane where the inner surface of the partition wall 1 is located.

[0040] As shown in Figure 3 , Figure 4 , the lower edge of the partition wall 1 is provided with a second angle steel 13 arranged throughout, and the second angle steel 13 is fixed with the prefabricated ALC whole plate 11 through the expansion bolt 3 and is fixed with the partition wall 1, and the edge of the bottom plate 5 close to the partition wall 1 is fixed with a third angle steel 51, and the bottom plate 5 and the partition wall 1 form a whole through the welding of the second angle steel 13 and the third angle steel 51. As shown in Figure 3 , the second angle steel 13 is fixed with a plurality of vertical anchor bars 6 at the concrete structural column 12, and the plurality of anchor bars 6 all extend into the partition wall 1 to increase the connection strength of the concrete structural column 12 and the concrete beam formwork 2.

[0041] It should be noted that the above-mentioned "inner surface" is the surface in contact with the internal space formed by the building module with lightweight wall.

[0042] Production steps of the building module with lightweight wall:

[0043] 1. The ALC plate 111 is holed according to the design drawing position, and a plurality of ALC plates 111 are locked by cooperating a plurality of tensioning screws 112 and first nuts 113 to form a prefabricated ALC whole plate 11;

[0044] 2. Place the prefabricated ALC whole plate 11 on the designated position of the mold table;

[0045] 3. The first angle steel 21 is pre-buried at the bottom of the concrete beam formwork 2;

[0046] 4. Install the concrete beam formwork 2 at the top of the partition wall 1;

[0047] 5. Fix the second angle steel 13 at the bottom of the partition wall 1;

[0048] 6. Fix the third angle steel 51 to the bottom plate 5;

[0049] 7. Install the bottom plate 5 at the bottom of the partition wall 1;

[0050] 8. Install the steel reinforcement cage in the concrete construction column 12, and then pour the concrete construction column 12 to connect the plurality of prefabricated ALC whole boards 11 to form a whole wall;

[0051] 9. Install the roof 4 on the top of the concrete beam formwork 2.

[0052] In the description of the present application, it is to be understood that the terms "first", "second", "third" and the like in the description and in the claims, if any, are used for distinguishing between similar elements and not necessarily for describing a sequential or chronological order. It is to be understood that the terms so used are interchangeable under appropriate circumstances such that the embodiments of the application described herein are, for example, capable of use in either order. It is also to be understood that the terminology "at least one" is used herein to describe any one of a plurality of items, related or unrelated to each other, and equivalent terms are to be construed in the same manner (i.e., "at least one", "one or more" and / or "one or more than one" each permit a series of values from one to any plurality of values).

[0053] In the present application, unless specifically defined otherwise, the terms "mounting", "connecting", "connecting", "fixing" and the like should be broadly interpreted, for example, it can be fixed connection, or detachable connection, or integrated; it can be mechanical connection, or electrical connection; it can be directly connected, or indirectly connected through intermediate medium; it can be the internal communication of two elements or the interaction relationship of two elements. For those skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0054] In the present application, unless specifically defined otherwise, the first feature is "on" or "under" the second feature, which can be direct contact between the first and second features, or indirect contact between the first and second features through intermediate medium. Moreover, the first feature is "above", "above" and "above" the second feature, which can be directly above or obliquely above the first feature, or only indicates that the horizontal height of the first feature is higher than that of the second feature. The first feature is "below", "below" and "below" the second feature, which can be directly below or obliquely below the first feature, or only indicates that the horizontal height of the first feature is lower than that of the second feature.

[0055] In the description of the present application, the description of the terms "one embodiment", "some embodiments", "embodiments", "examples", "specific examples" or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present application. In the present application, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine the different embodiments or examples described in the present application and the features of different embodiments or examples without contradiction.

[0056] Although the embodiments of the utility model have been shown and described above, it can be understood that the above-mentioned embodiments are exemplary and cannot be understood as limiting the utility model, and the ordinary skilled in the art can make changes, modifications, replacements and variations to the above-mentioned embodiments within the scope of the utility model.

Claims

1. A building module with lightweight walls, comprising a partition wall (1), characterized in that, The partition wall (1) comprises a plurality of prefabricated ALC whole boards (11) and a plurality of concrete construction columns (12), the prefabricated ALC whole boards (11) are arranged alternately with the concrete construction columns (12), and the plurality of concrete construction columns (12) connect and pour the plurality of prefabricated ALC whole boards (11) into a whole wall. The prefabricated ALC whole board (11) is formed by a plurality of ALC boards (111) being connected in sequence in the transverse direction.

2. Building module with light wall according to claim 1, characterized in that, The plurality of ALC boards (111) are connected in sequence in the transverse direction by a plurality of tensioning screws (112) and are locked by first nuts (113) matched at both ends of the tensioning screws (112) to form the prefabricated ALC whole board (11).

3. A building module with light weight walling according to claim 2, characterised in that, Both ends of the tensioning screw (112) are further matched with a second nut (114), the second nut (114) is located on the side away from the ALC board (111) of the same side first nut (113), and the second nut (114) is located inside the concrete construction column (12).

4. The building module with light weight walling of claim 1, characterised in that, Further comprising a concrete beam formwork (2), the concrete beam formwork (2) is located at the top of the partition wall (1), the plane where the inner surface of the concrete beam formwork (2) is located is parallel to the plane where the inner surface of the partition wall (1) is located, and the lower edge of the concrete beam formwork (2) is provided with a first angle steel (21) arranged in the length direction, and the concrete beam formwork (2) is integrally poured with the first angle steel (21). The concrete beam formwork (2) is fixed with the prefabricated ALC whole board (11) by expansion bolts (3) to form an integral whole with the partition wall (1).

5. A building module with light weight walling according to claim 4, characterised in that, Further comprising a top plate (4), the top plate (4) is located at the top of the concrete beam formwork (2) and is fixed with the concrete beam formwork (2), and the plane where the inner surface of the top plate (4) is located is perpendicular to the plane where the inner surface of the concrete beam formwork (2) is located.

6. The building module with light weight walling of claim 4, wherein, Further comprising a bottom plate (5), the bottom plate (5) is located at the bottom of the partition wall (1), and the plane where the inner surface of the bottom plate (5) is located is perpendicular to the plane where the inner surface of the partition wall (1) is located. The lower edge of the partition wall (1) is provided with a second angle steel (13) arranged in the length direction, and the second angle steel (13) is fixed with the prefabricated ALC whole board (11) and the partition wall (1) by the expansion bolts (3). The edge of the bottom plate (5) close to the partition wall (1) is fixed with a third angle steel (51), and the bottom plate (5) and the partition wall (1) form an integral whole through welding of the second angle steel (13) and the third angle steel (51).

7. A building module with light weight walling according to claim 6, characterised in that, The first angle steel (21) and the second angle steel (13) are fixed with a plurality of vertical anchor bars (6) at the concrete construction column (12), and the plurality of anchor bars (6) extend into the partition wall (1).

8. The building module with light weight walling of claim 1, wherein, The concrete construction column (12) is provided with a steel cage, the steel cage comprises four vertical bars (121) arranged in a matrix and a plurality of stirrups (122) for clamping the four vertical bars (121), and the plurality of stirrups (122) are arranged in parallel in the vertical direction.

9. The building module with light weight walling of claim 1, wherein, The precast ALC whole plate (11) is provided with a plurality of shear nails (115) along the height of the side edge, the tip of the shear nail (115) is located inside the precast ALC whole plate (11), and the flat end of the shear nail (115) is located inside the concrete construction column (12).

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