Newly-built wall body capable of preventing sedimentation

Abstract

The utility model relates to the technical field of building walls, in particular to a newly-built wall capable of preventing sedimentation, which comprises a wall body A and a wall body B which are split, a seam-shielding exterior trimming part is embedded at the fitting end of the wall body A and the wall body B, and the bottom ends of the wall body A and the wall body B are both arranged on the surface of a ground beam. Edge exterior trimming parts are embedded in the ends, away from the seam covering exterior trimming parts, of the wall body A and the wall body B correspondingly. The split type wall bodies are designed to form the settlement joint, meanwhile, the ground beams are additionally arranged to improve the supporting performance, the probability that cracks appear in the middle of the wall body due to settlement of the long-span wall body is reduced, the exterior trimming parts are arranged at the splicing positions of the split type wall bodies and used for shielding the settlement joint, and the attractiveness of the wall body is improved; the tie bars are arranged at the horizontal brick joints of the split type wall body, so that the vertical pressure resistance of the wall body is improved, and the probability that the wall body cracks can be reduced.

Description

Technical Field

[0001] This utility model relates to the technical field of building walls, and more specifically, to a new wall structure for preventing settlement. Background Technology

[0002] The foundation is the basis of a building, and its stability is crucial to the building's safety. When the foundation soil is uneven, such as having layers of soil of varying hardness, hidden pits, or ponds, or when foundation treatment is improper, uneven settlement may occur under load. This uneven settlement will subject the walls to additional stress and deformation, leading to cracks in the middle of the walls. The overall stiffness of a building is a significant factor affecting its resistance to deformation; when the overall stiffness of a building is poor, its ability to resist the stress caused by differential foundation settlement will also decrease.

[0003] In long-span walls, due to the large span, the wall's own stiffness is insufficient to resist the tensile and shear stresses generated by foundation settlement, resulting in cracks in the middle of the wall. Therefore, we propose a new wall construction method to prevent settlement, which uses a split wall structure combined with settlement joints to reduce the probability of cracks appearing in the middle of long-span walls due to settlement. Utility Model Content

[0004] In view of the above-mentioned technical problems in related technologies, this utility model provides a new wall structure for preventing settlement, which can solve the above problems.

[0005] To achieve the above-mentioned technical objectives, the technical solution of this utility model is implemented as follows:

[0006] A new wall structure for preventing settlement includes two separate wall sections, A and B. The mating ends of wall sections A and B are fitted with sealing fittings, and the bottom ends of both wall sections A and B are located on the surface of a ground beam.

[0007] Furthermore, both wall A and wall B are constructed of bricks. Circular holes are opened in the horizontal brick joints of both wall A and wall B. A vertical plate A is installed at the end of both wall A and wall B near the outer covering of the joint, and a vertical plate B is installed at the end of both wall A and wall B away from the outer covering of the joint. Several tie rods inserted into the circular holes are fixed vertically and equidistantly on one side of both vertical plates A and B.

[0008] Furthermore, the seam-covering exterior trim is I-shaped, and includes a horizontal plate A, a vertical plate and a horizontal plate B. The vertical plates A of wall A and wall B are respectively snapped onto the left and right sides of the vertical plate, and the two ends of the horizontal plate B are respectively set perpendicular to the horizontal plates A and B.

[0009] Further, the wall body A and the wall body B are provided with the edge outer decoration members at the ends away from the joint cover outer decoration member, the edge outer decoration members are in U-shaped structure, and the vertical plates B of the wall body A and the wall body B are respectively clamped in the U-shaped cavities of the edge outer decoration members.

[0010] Further, the edge outer decoration members are provided with a plurality of planted reinforcing bars vertically and equidistantly on the outer vertical surfaces.

[0011] The application has the advantages that: the device is designed to form a settlement joint by using a split wall body, and a floor beam is additionally arranged to improve the supporting performance, thereby reducing the probability of cracks in the middle of the long-span wall body caused by settlement; the split wall body is provided with outer decoration members at the joint positions, so as to cover the settlement joints and improve the appearance of the wall body.

[0012] The device is provided with reinforcing bars at the horizontal brick joints of the split wall body, so as to improve the vertical compression resistance of the wall body and reduce the probability of cracks in the wall body. BRIEF DESCRIPTION OF DRAWINGS

[0013] In order to more clearly illustrate the technical solutions of the embodiments of the present application or the prior art, the following will briefly introduce the drawings needed in the embodiments. Obviously, the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without creative labor.

[0014] The present application will be further described in detail according to the drawings.

[0015] Figure 1 is a structural schematic view of a new wall body for preventing settlement;

[0016] Figure 2 is an explosion view of the wall body and the vertical plate;

[0017] Figure 3 is a structural schematic view of a joint cover outer decoration member;

[0018] Figure 4 is a structural schematic view of an edge outer decoration member.

[0019] In the drawings:

[0020] 1, wall body A; 101, round hole; 2, wall body B; 3, joint cover outer decoration member; 301, horizontal plate A; 302, vertical plate; 303, horizontal plate B; 4, vertical plate A; 5, vertical plate B; 6, floor beam; 7, edge outer decoration member; 701, planted reinforcing bar; 8, reinforcing bar. DETAILED DESCRIPTION

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model are within the protection scope of the present utility model.

[0022] like Figures 1-4 As shown, this utility model discloses a new wall for preventing settlement, including a split wall A1 and a wall B2. The joint ends of the wall A1 and the wall B2 are inlaid with a sealing outer ornament 3. The bottom ends of the wall A1 and the wall B2 are both set on the surface of the ground beam 6.

[0023] Both wall A1 and wall B2 are constructed of bricks. Circular holes 101 are provided in the horizontal brick joints of both wall A1 and wall B2. A vertical plate A4 is provided at the end of both wall A1 and wall B2 near the sealing outer trim 3, and a vertical plate B5 is provided at the end of both wall A1 and wall B2 away from the sealing outer trim 3. Several tie rods 8, inserted into the circular holes 101, are vertically and equidistantly fixed on one side of each vertical plate A4 and vertical plate B5. The sealing outer trim 3 is I-shaped and includes a horizontal plate A301, a vertical plate 302, and a horizontal plate B303. The vertical plates A4 of both wall A1 and wall B2 are respectively engaged on the left and right sides of the vertical plate 302.

[0024] Example 1: The ground beam 6 is constructed using a casting process, with the following steps: anchoring reinforcing bars on the ground, constructing formwork, casting concrete, and solidifying. Semi-circular grooves forming circular holes 101 are opened on the upper and lower surfaces of the brickwork of walls A1 and B2. During the construction of walls A1 and B2, reinforcing bars 8 are sequentially placed into the circular holes 101 in the horizontal mortar joints of walls A1 and B2. The reinforcing bars 8 are connected to vertical plates A4 and B5 using a welding process. Edge trim 7 wraps around walls A1 and B2. The wall seam on the outside of body B2 (i.e., the position of vertical plate B5) has the reinforcing bar 701 of the edge outer trim 7 pre-embedded in the nearby column beam. The edge outer trim 7 and the reinforcing bar 701 are connected by welding. The seam-covering outer trim 3 is inserted into the settlement joint of wall A1 and wall B2. Finally, the seam-covering outer trim 3, edge outer trim 7, and column beam surfaces are decorated with putty and latex paint. Wall A1 and wall B2 are decorated with putty and latex paint separately.

[0025] In the preferred technical solution, the wall body A1 and the wall body B2 are respectively embedded with the edge outer decoration piece 7 at the end away from the joint covering outer decoration piece 3, the edge outer decoration piece 7 is in a U-shaped form, the stiles B5 of the wall body A1 and the wall body B2 are respectively clamped in the U-shaped cavity of the edge outer decoration piece 7, and a plurality of embedded steel bars 701 are vertically and equidistantly arranged on the outer vertical surface of the edge outer decoration piece 7, the embedded steel bars 701 are embedded in the column and beam near the new wall body for mounting the edge outer decoration piece 7, the U-shaped edge outer decoration piece 7 facilitates wrapping the joint of the wall body A1 and the wall body B2, and forms a settlement joint between the wall body A1, the wall body B2 and the adjacent column and beam.

[0026] In summary, the embodiment divides the long-span wall body into two wall bodies for construction, adopts the split wall body and sets the settlement joint at the joint, the wall bodies do not affect each other, the probability of cracks in the middle of the long-span wall body due to settlement is reduced, the reinforcing bars are arranged at the horizontal brick joints of the split wall body, the vertical compressive resistance of the wall body is increased, the probability of cracks in the wall body is reduced, the edge outer decoration piece 7 wraps the joint of the wall body A1 and the wall body B2 (i.e. the position of the stile B5), the joint covering outer decoration piece 3 is inserted into the settlement joint of the wall body A1 and the wall body B2 for covering and modifying the settlement joint, and the appearance is improved.

[0027] The above only describes the preferred embodiment of the utility model, and does not limit the utility model, any modification, equivalent replacement, improvement, etc. within the spirit and principle of the utility model should be included in the protection scope of the utility model.

Claims

1. A new building wall which prevents settlement, characterized in that, It includes a split wall A (1) and a wall B (2), with a seam-covering exterior decoration (3) inlaid at the joint end of the wall A (1) and the wall B (2), and the bottom ends of the wall A (1) and the wall B (2) are both set on the surface of the ground beam (6).

2. A new building wall for preventing settlement according to claim 1, wherein Both wall A (1) and wall B (2) are made of bricks. The horizontal brick joints of both wall A (1) and wall B (2) are provided with round holes (101). Both wall A (1) and wall B (2) are provided with vertical plates A (4) at the end near the sealing outer decoration (3). Both wall A (1) and wall B (2) are provided with vertical plates B (5) at the end away from the sealing outer decoration (3). Both vertical plates A (4) and B (5) are provided with several tie rods (8) that are inserted into the round holes (101) and fixed vertically at equal intervals on one side.

3. A newly constructed wall for preventing settlement according to claim 2, wherein The seam-covering exterior trim (3) is I-shaped. The seam-covering exterior trim (3) includes a horizontal plate A (301), a vertical plate (302) and a horizontal plate B (303). The vertical plates A (4) of the wall A (1) and the wall B (2) are respectively snapped onto the left and right sides of the vertical plate (302).

4. A new construction wall preventing settlement according to claim 2, characterized in that, Both wall A (1) and wall B (2) are inlaid with edge trim (7) at the end away from the seam covering trim (3). The edge trim (7) is U-shaped. The vertical plate B (5) of wall A (1) and wall B (2) is respectively snapped into the U-shaped cavity of the edge trim (7).

5. A newly constructed wall for preventing settlement according to claim 4, wherein The outer edge trim (7) has several vertically fixed reinforcing bars (701) at equal intervals on its outer vertical surface.

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