Hollow structure wall and construction method thereof

Abstract

The application discloses a kind of hollow construction wall and its construction method, including hollow wall and vertical embedded in the support column of the hollow wall;The multiple wall bricks of the hollow wall in the same row are evenly spaced, and the two rows of wall bricks adjacent to each other are staggered and stacked, and the support column is arranged with the wall brick staggered and stacked into the coincident place.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a hollow structure wall and a construction method thereof. BACKGROUND

[0002] Traditional fences are generally tightly enclosed, not only giving a visual limitation, but also not enough ventilation, so some existing fences are built into hollow brick walls, which are more transparent and better looking. However, when the existing hollow brick walls are built with conventional construction columns, in order to ensure the structural strength of the wall, construction columns need to be set. When the construction columns are set, the construction columns are usually exposed outside the finish, which will affect the aesthetics of the hollow wall; while using a hidden column to hide the construction column in the wall, the thickness of the construction column is limited by the thickness of the wall, and the thickness of the construction column is not enough, which leads to the fact that the conventional concrete construction column cannot meet the strength requirement, and thus the structural strength of the hollow wall is not enough, and the stability and shear capacity are poor. SUMMARY

[0003] Therefore, the technical problem to be solved by the present application is the defect that the existing hollow wall cannot simultaneously ensure the aesthetics of the wall and the structural strength and stability of the wall, so as to provide a hollow structure wall and a construction method thereof.

[0004] To solve the above technical problems, the technical scheme of the present application is as follows:

[0005] A hollow structure wall, comprising a hollow wall and a support column vertically embedded in the hollow wall; the hollow wall is uniformly spaced with a plurality of wall bricks in the same row, and the wall bricks in the upper and lower rows are arranged in a staggered manner, and the support column is arranged at the overlapping position formed by the staggered arrangement of the wall bricks.

[0006] Further, an embedding groove is formed at one end of the wall brick close to the support column, and the wall brick is arranged on the support column through the embedding groove.

[0007] Further, the wall bricks are arranged side by side in pairs, and a communicating cut corner is formed on one corner of the two wall bricks arranged side by side in the same group, and the two communicating cut corners form the embedding groove, and the support column is located in the embedding groove formed by the two cut corners in the same group.

[0008] Further, a plurality of reinforcing plates are uniformly arranged on the opposite sides of the support column, and two reinforcing plates at the same height are arranged one by one corresponding to the two wall bricks in the same group, and the reinforcing plates are located between the two wall bricks arranged in the upper and lower rows.

[0009] Further, it further comprises a base wall, the hollow wall is arranged above the base wall, and the lower end of the support column extends to the bottom of the base wall.

[0010] Further, a pre-embedded part is fixed to the lower end of the support column.

[0011] A construction method of a hollow structure wall, comprising the following steps:

[0012] S1: fixing the support column on the ground by the pre-embedded part before building the hollow structure wall;

[0013] S2: stacking the foundation wall under the lower end of the support column in step S1;

[0014] S3: stacking the hollow wall on the foundation wall in step S2;

[0015] S31: setting the embedding groove corresponding to the support column in step S1 at the end of the wall brick of the hollow wall

[0016] S32: setting the wall brick on the support column through the embedding groove in step S31, and then stacking the hollow wall by turns.

[0017] Further, in step S32, after stacking the wall brick, the reinforcing plate is welded and fixed on the opposite sides of the support column, and then the next layer of wall brick is stacked, and the end of the wall brick is located on the corresponding reinforcing plate.

[0018] Further, in step S32, the two reinforcing plates at the same height are provided with wall bricks, and the two wall bricks are arranged side by side, and one adjacent corner of the two wall bricks is provided with a cut corner, and the wall brick is correspondingly clamped on the outer wall of the support column through the cut corner.

[0019] The technical scheme of the present application has the following advantages:

[0020] 1. The hollow structure wall provided by the present application stacks the wall bricks to form a hollow wall, and installs the support column on the overlapping part of the stacked and staggered hollow wall, so that the support column is embedded in the hollow wall. By this arrangement, the support column is hidden in the wall, ensuring the aesthetics of the hollow wall, and ensuring the structural strength and stability of the hollow wall.

[0021] 3. The hollow structure wall provided by the present application has two wall bricks arranged side by side at the same position, and a cut corner is provided on one adjacent corner of the two wall bricks in the same group, the two cut corners form an embedding groove, and the support column is located in the embedding groove formed by the two cut corners. By this arrangement, the thickness of the hollow wall can be increased, thereby improving the structural strength, stability and shear resistance of the hollow wall. At the same time, the embedding groove formed by the two cut corners in the same group provides a mounting position for the support column, which can strengthen the connection between the wall bricks and the support column, thereby strengthening the structural strength of the hollow wall.

[0022] 4. The hollow structure wall provided by the present application, a plurality of reinforcing plates are evenly spaced on the opposite sides of the support column, two reinforcing plates at the same height are respectively arranged in one-to-one correspondence with two wall bricks in the same group, and the reinforcing plates are located between the two adjacent wall bricks. By arranging in this way, the connection stability of the support column can be improved by the reinforcing plates, the support column can be stably installed in the hollow wall, and the connection strength between the support column and the hollow wall can be improved, so that the structural strength of the hollow wall can be further improved.

[0023] 5. The hollow structure wall provided by the present application, the hollow wall is arranged above the base wall, and the lower end of the support column extends to the bottom of the base wall. By arranging in this way, the connection strength between the hollow wall and the base wall can be improved by the support column, and the structural strength of the whole hollow structure wall can be improved.

[0024] 7. The construction method of the hollow structure wall provided by the present application, the support column is pre-fixed on the ground where the hollow structure wall needs to be built by the pre-buried part, so as to facilitate the lapping of the base wall and the hollow wall; when the hollow wall is stacked, the embedding groove corresponding to the support column is opened on the brick wall of the stacked hollow wall, so as to improve the connection tightness between the support column and the wall brick, and strengthen the structural strength and stability of the hollow wall.

[0025] 8. The construction method of the hollow structure wall provided by the present application, in the S32 step, after the wall bricks of one layer are stacked, the reinforcing plates are welded and fixed on the opposite sides of the support column, and when the wall bricks of the next layer are continuously stacked, the end of the wall brick is located on the corresponding reinforcing plate. By arranging in this way, the connection tightness between the reinforcing plate and the wall brick can be improved, and the connection strength between the support and the hollow wall can be improved, so as to further ensure the structural strength, stability and shear capacity of the hollow wall. BRIEF DESCRIPTION OF DRAWINGS

[0026] In order to more clearly illustrate the specific embodiments of the present application or the technical solutions in the prior art, the drawings needed in the specific embodiments or the prior art description will be briefly introduced below. Obviously, the drawings in the following description are some embodiments of the present application, and those skilled in the art can also obtain other drawings according to these drawings without creating any creative labor.

[0027] Figure 1 The cross-sectional view of the hollow structure wall provided by the present application;

[0028] Figure 2 The front view of the hollow structure wall provided by the present application;

[0029] Figure 3 The position relationship between the wall brick and the support column in the present application;

[0030] Figure 4 This is a schematic diagram showing the connection relationship between the wall bricks and the supporting column in this invention.

[0031] Explanation of reference numerals in the attached diagram: 1. Hollow wall; 2. Support column; 3. Reinforcing plate; 4. Wall brick; 5. Chamfer; 6. Foundation wall; 7. Embedded part. Detailed Implementation

[0032] The technical solution of the present invention will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0033] In the description of this invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing the invention and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0034] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this invention based on the specific circumstances.

[0035] Furthermore, the technical features involved in the different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

[0036] like Figures 1-4 The wall structure shown includes a hollow wall 1 and a support column 2 vertically embedded in the hollow wall 1; multiple wall bricks 4 in the same row of the hollow wall 1 are evenly spaced, and two adjacent rows of wall bricks 4 are stacked alternately, and the support column 2 is set at the overlapping part formed by the staggered stacking of the wall bricks 4.

[0037] The hollow structure wall body is formed by stacking the wall bricks 4 alternately, and the support column 2 is installed at the overlapping position of the stacked wall bricks 4, and is embedded in the hollow structure wall body 1. In this way, the support column 2 is hidden in the wall body, which ensures the aesthetics of the hollow structure wall body 1 and the structural strength and stability of the hollow structure wall body 1.

[0038] In this embodiment, the wall brick 4 is provided with an embedding groove at one end close to the support column 2.

[0039] Specifically, the wall bricks 4 are arranged side by side at the same position, and the two wall bricks 4 in the same group are provided with a communicating cut corner 5 at one corner close to each other, and the two communicating cut corners 5 form an embedding groove, and the support column 2 is located in the embedding groove formed by the two cut corners 5 in the same group. In this way, the thickness of the hollow structure wall body 1 can be increased, and the structural strength, stability and shear resistance of the hollow structure wall body 1 can be improved, and the embedding groove formed by the two cut corners 5 in the same group can provide a mounting position for the support column 2, which can enhance the connection between the wall brick 4 and the support column 2, and further improve the structural strength of the hollow structure wall body 1.

[0040] In this embodiment, a plurality of reinforcing plates 3 are uniformly arranged on opposite sides of the support column 2, and the two reinforcing plates 3 at the same height are arranged one by one corresponding to the two wall bricks 4 in the same group, and the reinforcing plate 3 is located between the two wall bricks 4 adjacent in the up-down direction. In this way, the connection stability of the support column 2 can be improved by the reinforcing plate 3, which can ensure that the support column 2 is stably installed in the hollow structure wall body 1, and the connection strength between the support column 2 and the hollow structure wall body 1 can be improved, which can further improve the structural strength of the hollow structure wall body 1.

[0041] In this embodiment, the hollow structure wall body further comprises a base wall body 6, and the hollow structure wall body 1 is arranged above the base wall body 6, and the lower end of the support column 2 extends to the bottom of the base wall body 6. In this way, the connection strength between the hollow structure wall body 1 and the base wall body 6 can be improved by the support column 2, and the structural strength of the whole hollow structure wall body can be improved. Specifically, the lower end of the support column 2 is fixed with a pre-embedded part 7.

[0042] A construction method of a hollow structure wall body, comprising the following steps:

[0043] S1: The support column 2 is pre-fixed on the ground where the hollow structure wall body needs to be built by the pre-embedded part 7;

[0044] S2: The base wall body 6 is stacked at the lower end of the support column 2 in step S1;

[0045] S3: The hollow structure wall body 1 is stacked on the base wall body 6 in step S2;

[0046] S31: A groove corresponding to the support column 2 in step S1 is formed at the end of the wall brick 4 of the hollow wall 1

[0047] S32: The wall brick 4 is clamped on the support column 2 through the groove in step S31, and is then stacked upward in an interval and staggered manner to form the hollow wall 1.

[0048] The construction method of the hollow structure wall, the support column 2 is pre-fixed on the ground where the hollow structure wall is needed to be built through the embedded part 7, so as to facilitate the lapping of the foundation wall 6 and the hollow wall 1. When the hollow wall 1 is stacked, the groove corresponding to the support column 2 is formed on the brick wall of the stacked hollow wall 1, so as to improve the connection tightness between the support column 2 and the wall brick 4, and to strengthen the structural strength and stability of the hollow wall 1.

[0049] In step S32, after the wall brick 4 of a layer is stacked, the reinforcing plate 3 is welded and fixed on the opposite sides of the support column 2, and then the wall brick 4 of the next layer is continued to be stacked, and the end of the wall brick 4 is located on the corresponding reinforcing plate 3. In this way, the connection tightness between the reinforcing plate 3 and the wall brick 4 can be improved, and then the connection strength between the support and the hollow wall 1 can be improved, and the structural strength, stability and shear capacity of the hollow wall 1 are further ensured.

[0050] In step S32, the wall brick 4 is arranged on the two reinforcing plates 3 of the same height, and the two wall bricks 4 are arranged side by side, and the adjacent corner of the two wall bricks 4 is provided with the cut corner 5, and the wall brick 4 is clamped on the outer wall of the support column 2 through the cut corner 5.

[0051] Obviously, the above embodiments are only examples for clearly illustrating, and are not intended to limit the implementation. For those skilled in the art, other different forms of changes or variations can be made on the basis of the above description. Here, all the implementation is not required or can not be exhausted. The obvious changes or variations derived therefrom are still within the protection scope of the present application.

Claims

1. A perforated construction wall, characterized in that The hollow wall (1) and the support column (2) vertically embedded in the hollow wall (1) are included; the wall bricks (4) in the same row of the hollow wall (1) are uniformly and spacedly arranged, the two rows of wall bricks (4) arranged in an upper and lower staggered mode, and the support column (2) is arranged at the overlapping position of the wall bricks (4) arranged in an upper and lower staggered mode; the wall brick (4) is provided with an embedding groove at one end close to the support column (2), and the wall brick (4) is arranged on the support column (2) through the embedding groove; the wall bricks (4) at the same position are arranged side by side in pairs, the two wall bricks (4) in the same group are provided with communicating cut corners (5) at one corner close to each other, and the two communicating cut corners (5) form the embedding groove, and the support column (2) is located in the embedding groove formed by the two cut corners (5) in the same group.

2. The perforated construction wall of claim 1, wherein The support column (2) is uniformly and spacedly provided with a plurality of reinforcing plates (3) on the opposite sides, and the two reinforcing plates (3) at the same height are arranged in one-to-one correspondence with the two wall bricks (4) in the same group, and the reinforcing plate (3) is located between the two wall bricks (4) arranged in an upper and lower staggered mode.

3. The perforated construction wall of claim 1, wherein The base wall (6) is further included, the hollow wall (1) is arranged above the base wall (6), and the lower end of the support column (2) extends to the bottom of the base wall (6).

4. The perforated construction wall of claim 3, wherein, The lower end of the support column (2) is fixed with a pre-embedded part (7).

5. A construction method for the construction of a hollow construction wall according to any one of the preceding claims 1 to 4, characterized in that The following steps are included: S1: The support column (2) is pre-fixed on the ground where the hollow structure wall is needed to be built through the pre-embedded part (7); S2: The base wall (6) is stacked at the lower end of the support column (2) in step S1; S3: The hollow wall (1) is stacked on the base wall (6) in step S2; S31: The embedding groove corresponding to the support column (2) in step S1 is formed at the end of the wall brick (4) of the hollow wall (1); S32: The wall brick (4) is clamped and arranged on the support column (2) through the embedding groove in step S31, and then the hollow wall (1) is stacked in an upper and lower staggered mode.

6. The construction method of a hollow construction wall according to claim 5, wherein In the S32 step, after the wall bricks (4) in one layer are stacked, the reinforcing plates (3) are welded and fixed on the opposite sides of the support column (2), and when the wall bricks (4) in the next layer are continuously stacked, the end of the wall brick (4) needs to be located on the corresponding reinforcing plate (3).

7. The construction method of a perforated construction wall body according to claim 6, characterized by, In the S32 step, the two reinforcing plates (3) at the same height are provided with the wall bricks (4), and the two wall bricks (4) are arranged side by side, and the wall bricks (4) are clamped and arranged on the outer wall of the support column (2) through the cut corners (5) arranged on the adjacent corner of the two wall bricks (4).

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