Anti-seepage shear wall

Abstract

The utility model relates to the technical field of shear walls, and discloses an anti-seepage shear wall which comprises a first shear plate and a second shear plate. The second shear plate is arranged on one side of the first shear plate; the connecting assemblies are arranged on the upper and lower sides of the first shear plate and the second shear plate; the connecting assembly comprises connecting blocks which are fixedly arranged at the tops and the bottoms of the first shear plate and the second shear plate; the connecting frame is matched with the connecting block for use; the mounting groove is formed in one side of the connecting frame, and the shape of the mounting groove is matched with that of the connecting block; the connecting plate is fixedly arranged on one side of the connecting frame; the mounting hole is formed in the contact position of the connecting block and the connecting frame in a penetrating manner; the bolt is arranged in the mounting hole; and the fixing nut is sleeved on the bolt. The anti-seepage shear wall solves the problem that when an existing shear wall is assembled, two shear wall plates need to be aligned at first and then fixed through screws, and the process is tedious.

Description

Technical Field

[0001] This utility model belongs to the field of shear wall technology, and particularly relates to water-resistant shear walls. Background Technology

[0002] Shear walls, also known as wind-resistant walls, earthquake-resistant walls, or structural walls, are building walls primarily used to withstand horizontal loads caused by wind or earthquakes. They resist shear forces in the horizontal direction to prevent structural shear failure. Shear walls are typically made of reinforced concrete and are divided into planar shear walls and column-faced shear walls. Currently, shear walls lack waterproofing structures, allowing water to easily seep into the wall, thus disrupting the indoor environment and damaging the wall structure.

[0003] Chinese utility model patent CN209457054U discloses a water-resistant shear wall. This design incorporates a first concrete slab, connecting inclined blocks, a second concrete slab, thin steel bars, left longitudinal steel bars, transverse steel bars, right vertical steel bars, right longitudinal steel bars, reinforcing steel bars, left vertical steel bars, a seepage groove, and extending steel bars. During use, a gap forms between the first and second concrete slabs, blocking the infiltrating water flow. The connecting inclined blocks ensure strength, while the left longitudinal, transverse, and left vertical steel bars support the shear wall. The reinforcing steel bars further enhance the shear wall's ability to withstand shear forces. This design offers high strength and achieves water-resistant functionality, solving the problem in existing shear walls that lack water-resistant structures, allowing water to easily seep into the wall, damaging the indoor environment and the wall itself. This utility model features a novel structure, excellent water-resistant effect, and high strength. However, this shear wall also has some other problems. When using the building structure, two shear wall panels are often spliced ​​together. During assembly, the two shear wall panels need to be aligned first and then fixed with screws, which is quite cumbersome and affects the convenience of building structure assembly. Utility Model Content

[0004] The purpose of this utility model is to provide a seepage-resistant shear wall that solves the problems mentioned in the background art.

[0005] To achieve the above objectives, the following technical solution is provided: a water-resistant shear wall, comprising:

[0006] First shear plate;

[0007] The second shear plate is disposed on one side of the first shear plate;

[0008] A connecting component is disposed on the upper and lower sides of the first shear plate and the second shear plate;

[0009] The connection component includes:

[0010] A connecting block is fixedly installed at the top and bottom of the first shear plate and the second shear plate;

[0011] A connecting frame, used in conjunction with the connecting block;

[0012] A mounting slot is provided on one side of the connecting frame, and the shape of the mounting slot matches that of the connecting block;

[0013] A connecting plate is fixedly installed on one side of the connecting frame;

[0014] The mounting hole is formed through the connection between the connecting block and the connecting frame;

[0015] Bolts are installed inside the mounting holes;

[0016] Secure the nut and fit it onto the bolt.

[0017] In the above technical solution, two symmetrical connecting blocks are respectively provided at the top and bottom of the first shear plate and the second shear plate, and connecting frames are respectively provided on the multiple connecting blocks. The two connecting frames at the top and bottom of the first shear plate and the second shear plate are connected by the connecting plate.

[0018] In any of the above technical solutions, further, the connecting plate is provided with a plurality of through strip holes.

[0019] In any of the above technical solutions, the first shear plate and the second shear plate further include a protective layer, a concrete layer and a reinforcing rib layer, the concrete layer is provided on both sides of the reinforcing rib layer, and the protective layer is provided on the outer side of the two concrete layers.

[0020] In any of the above technical solutions, an L-shaped plate is further provided between the first shear plate and the second shear plate. The top and bottom of the L-shaped plate are respectively provided with through fixing holes, and the position and size of the fixing holes correspond to the position and size of the mounting holes.

[0021] In any of the above technical solutions, the first shear plate and the second shear plate are further disposed inside the foundation pit, and the shape of the foundation pit is adapted to the installation of the connecting frame and the L-shaped plate.

[0022] The beneficial effects of this utility model are:

[0023] 1. Two symmetrical connecting blocks are respectively set at the top and bottom of the first and second shear plates. Connecting frames are set around the perimeter of the two connecting blocks. An installation groove is opened on one side of the connecting frame, the shape and size of which match the connecting block. Two connecting frames at the same height on the same shear plate are used to fix the two ends of the connecting plate. The height of the connecting plate is lower than the height of the connecting frame and is located in the center of the connecting frame. When the connecting block and the connecting frame are used together, a through-hole is opened at the same position, allowing bolts to be installed inside the connecting block and the connecting frame through the installation hole. Meanwhile, on the other side of the bolt... One end is connected to a fixing nut via a thread. By using the fixing nut and bolt together, the connecting frame can be fixed to the connecting block, thereby fixing the connecting frame inside the foundation pit. This makes it easy to fix the first shear plate and the second shear plate inside the foundation pit. In order to increase the height of the first shear plate and the second shear plate, the connecting block at the top of the first shear plate or the second shear plate is aligned with the connecting plate at the bottom of the shear plate to be spliced. The connecting plates of the two shear plates are fixed inside the connecting frame, and the upper and lower shear plates can be connected together by bolts and fixing nuts. Attached Figure Description

[0024] Figure 1 This is a schematic diagram of the structure of this utility model;

[0025] Figure 2 This is a schematic cross-sectional view of the structure of this utility model;

[0026] Explanation of reference numerals in the attached drawings: 100, First shear plate; 110, Second shear plate; 111, Protective layer; 112, Concrete layer; 113, Reinforcing layer; 120, L-shaped plate; 121, Fixing hole; 130, Foundation pit; 200, Connecting component; 210, Connecting block; 220, Connecting frame; 230, Mounting groove; 240, Connecting plate; 241, Strip hole; 250, Mounting hole; 260, Bolt; 270, Fixing nut. Detailed Implementation

[0027] The technical solutions of the embodiments of this application will be clearly described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this application. All other embodiments obtained by those skilled in the art based on the embodiments of this application are within the scope of protection of this application.

[0028] In the description of this application, it should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. For ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings denote similar items; therefore, once an item is defined in one drawing, it need not be further discussed in subsequent drawings.

[0029] Example 1:

[0030] like Figures 1-2 As shown, this embodiment provides a water-resistant shear wall, including:

[0031] First shear plate 100;

[0032] The second shear plate 110 is disposed on one side of the first shear plate 100;

[0033] The connecting component 200 is disposed on the upper and lower sides of the first shear plate 100 and the second shear plate 110;

[0034] The connection component 200 includes:

[0035] The connecting block 210 is fixedly installed at the top and bottom of the first shear plate 100 and the second shear plate 110;

[0036] Connecting frame 220 is used in conjunction with connecting block 210;

[0037] The mounting groove 230 is provided on one side of the connecting frame 220, and the shape of the mounting groove 230 matches the connecting block 210;

[0038] Connecting plate 240 is fixedly installed on one side of connecting frame 220;

[0039] Mounting hole 250 is provided through the connection between connecting block 210 and connecting frame 220 at the contact position;

[0040] Bolt 260 is located inside mounting hole 250;

[0041] Fixing nut 270, which is fitted onto bolt 260.

[0042] In this technical solution, to facilitate the splicing of the two shear plates, connecting components 200 are respectively provided at the top and bottom of the first shear plate 100 and the second shear plate 110. Connecting blocks 210 of the connecting components 200 are respectively provided at the top and bottom of the first shear plate 100 and the second shear plate 110. A connecting frame 220 is provided around the periphery of the connecting frame 220. A through mounting groove 230 is opened on the side of the connecting frame 220 near the connecting block 210. A connecting plate 240 is fixedly provided on one side of the mounting frame. The first shear plate 100 and the second shear plate 110 can be installed into the interior of the connecting frame 220 through the mounting groove 230. When the connecting block 210 is installed into the interior of the connecting frame 220, a through mounting hole 250 is opened at the same position. A detachable bolt 260 is provided inside the mounting hole 250. The other side of 60 is fixed by a fixing nut 270, so that the first shear plate 100 and the second shear plate 110 can be installed into the interior of the connecting frame 220 through the connecting block 210, and then the first shear plate 100 and the second shear plate 110 can be installed inside the building. In addition, in order to increase the height of the shear plate, the connecting block 210 at the top of the first shear plate 100 and the second shear plate 110 is fitted into the interior of the connecting frame 220, and the connecting block 210 at the bottom of the shear plate to be installed is inserted into the interior of the connecting frame 220 at the top of the first shear plate 100 and the second shear plate 110. At the same time, the shear plate to be installed can be fixedly connected to the top of the first shear plate 100 and the second shear plate 110 by bolts 260 and fixing nuts 270, thereby increasing the height of the shear plate inside the building structure and facilitating installation and removal.

[0043] Example 2:

[0044] This embodiment provides a water-resistant shear wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features.

[0045] like Figure 1 and Figure 2 As shown, in this embodiment, the top and bottom of the first shear plate 100 and the second shear plate 110 are respectively provided with two symmetrical connecting blocks 210, and each of the multiple connecting blocks 210 is provided with a connecting frame 220. The two connecting frames 220 at the top and bottom of the first shear plate 100 and the second shear plate 110 are connected by a connecting plate 240.

[0046] In this technical solution, to ensure stability when connecting the first shear plate 100 and the second shear plate to the shear plate to be heightened, two symmetrical connecting blocks 210 are respectively provided at the top and bottom of the first shear plate 100 and the second shear plate 110. A connecting frame 220 is provided around each connecting block 210. The two ends of a connecting plate 240 are fixedly connected between the two connecting frames 220 at the top and bottom of the first shear plate 100 and the second shear plate 110. The connecting plate 240 connects the two connecting frames 220 together, thereby increasing the connection force between the two connecting frames 220 and thus increasing the stability between the connecting frame 220 and the shear plate. When the top of the first shear plate 100 or the second shear plate 110 is connected to the heightened shear plate, the two connecting frames 220 connected by the connecting plate 240 can increase the stability of the shear plate wall.

[0047] Example 3:

[0048] This embodiment provides a water-resistant shear wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features.

[0049] like Figure 1 and Figure 2 As shown, in this embodiment, the connecting plate 240 has a plurality of through strip holes 241.

[0050] In this technical solution, in order to enable the wall formed by the shear plate to resist water seepage, the connecting block 210 and connecting frame 220 at the bottom of the first shear plate 100 and the second shear plate 110 are installed inside the building's base plate. During use, the gap between the two connecting frames 220 allows water on the ground to flow into the building's base plate through the gap. Multiple through-holes 241 are provided on the connecting plate 240, so that water can flow from the gap onto the connecting plate 240, and then flow from the inside of the through-holes 241 into the seepage grooves opened on the building, thereby protecting the wall from the influence of water flow and improving the strength of the wall.

[0051] Example 4:

[0052] This embodiment provides a water-resistant shear wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features.

[0053] like Figure 1 and Figure 2 As shown, in this embodiment, the first shear plate 100 and the second shear plate 110 include a protective layer 111, a concrete layer 112 and a reinforcing layer 113. The reinforcing layer 113 is provided with concrete layers 112 on both sides, and the protective layer 111 is provided on the outer side of the two concrete layers 112.

[0054] In this technical solution, in order to increase the strength of the shear wall, the first shear plate 100 and the second shear plate 110 are composed of a protective layer 111, a concrete layer 112, and a reinforcing layer 113. The reinforcing layer 113 is located in the middle and is made of high-strength materials such as steel bars. Concrete layers 112 are fixed on both sides of the reinforcing layer 113. The outermost layer of the two concrete layers 112 is the protective layer 111, which is made of waterproof and fireproof materials. The protective layer 111 can protect the wall from water flow and high temperature. The concrete layer 112 can connect the reinforcing layer 113 and the protective layer 111 together. The reinforcing layer 113 can increase the strength of the entire wall, thereby enabling the entire wall to have high strength while being waterproof and fireproof.

[0055] Example 5:

[0056] This embodiment provides a water-resistant shear wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features.

[0057] like Figure 1 and Figure 2 As shown, in this embodiment, an L-shaped plate 120 is also provided between the first shear plate 100 and the second shear plate 110. The top and bottom of the L-shaped plate 120 are respectively provided with through fixing holes 121, and the position of the fixing holes 121 corresponds to the position and size of the mounting holes 250.

[0058] In this technical solution, in order to enable the first shear plate 100 and the second shear plate 110 to form a region, one side of the first shear plate 100 and the second shear plate 110 are arranged perpendicularly to each other, and an L-shaped plate 120 is set at the perpendicularly arranged position. The height of the L-shaped plate 120 is the same as the height of the first shear plate 100 and the second shear plate 110. The top and bottom of the L-shaped plate 120 are respectively provided with through fixing holes 121. The position of the fixing holes 121 corresponds to the position of the mounting holes 250. So when the bolts 260 are installed, the bolts 260 can connect the connecting block 210, the connecting frame 220 and the L-shaped plate 120 together, thereby connecting the first shear plate 100 and the second shear plate 110 together, and thus enabling multiple shear plates to form a fixed region to form a protective wall.

[0059] Example 6:

[0060] This embodiment provides a water-resistant shear wall, which, in addition to the technical solutions of the above embodiments, also has the following technical features.

[0061] like Figure 1 and Figure 2As shown, in this embodiment, the first shear plate 100 and the second shear plate 110 are disposed inside the foundation pit 130, and the shape of the foundation pit 130 is compatible with the installation of the connecting frame 220 and the L-shaped plate 120.

[0062] In this technical solution, in order to facilitate the installation of the first shear plate 100 and the second shear plate 110, a foundation pit 130 is provided on the building base plate. The shape of the foundation pit 130 matches the connecting frame 220 and the L-shaped plate 120. The connecting frame 220 can be fixed to the foundation through the foundation pit 130. The gap between the two connecting frames 220 can allow water flowing on the foundation to flow to the bottom of the foundation, thereby preventing the water from affecting the wall and also allowing the wall to be firmly installed on the foundation.

[0063] The embodiments of this application have been described above with reference to the accompanying drawings. Unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other. This application is not limited to the specific embodiments described above. The specific embodiments described above are merely illustrative and not restrictive. Those skilled in the art can make many other forms under the guidance of this application without departing from the spirit and scope of the claims, and all of these forms are within the protection scope of this application.

Claims

1. A water-penetrating shear wall, characterized by, The utility model relates to a kind of shear webs, including: First shear web (100); Second shear web (110) is arranged in one side of the first shear web (100); Connecting assembly (200) is arranged in the upper and lower sides of the first shear web (100) and the second shear web (110); Wherein, the connecting assembly (200) includes: Connecting block (210) is fixedly arranged in the top and bottom of the first shear web (100) and the second shear web (110); Connecting frame (220) is used in cooperation with the connecting block (210); Mounting groove (230) is opened in one side of the connecting frame (220), and the shape of the mounting groove (230) is consistent with the connecting block (210); Connecting plate (240) is fixedly arranged in one side of the connecting frame (220); Mounting hole (250) is opened in the position where the connecting block (210) and the connecting frame (220) contact; Bolt (260) is arranged in the inside of the mounting hole (250); Fixed nut (270) is sleeved on the bolt (260).

2. The water-penetrating shear wall according to claim 1, characterized in that: The top and bottom of the first shear web (100) and the second shear web (110) are respectively provided with two symmetrical connecting blocks (210), and a plurality of connecting blocks (210) are respectively provided with connecting frames (220), and the two connecting frames (220) on the top and bottom of the first shear web (100) and the second shear web (110) are connected by connecting plate (240).

3. The water-penetrating shear wall according to claim 1, wherein: A plurality of through strip holes (241) are opened in the connecting plate (240).

4. The water-penetrating shear wall of claim 1, wherein: The first shear web (100) and the second shear web (110) include protective layer (111), concrete layer (112) and reinforcing bar layer (113), the two sides of the reinforcing bar layer (113) are provided with the concrete layer (112), and the outer side of two concrete layers (112) is provided with the protective layer (111).

5. The water permeation resistant shear wall of claim 1, wherein: L-shaped plate (120) is further arranged between the first shear web (100) and the second shear web (110), the top and bottom of the L-shaped plate (120) are respectively provided with through fixing holes (121), and the position of the fixing hole (121) corresponds to the position and size of the mounting hole (250).

6. The water-penetrating shear wall according to claim 5, wherein: The first shear web (100) and the second shear web (110) are arranged in the inside of foundation pit (130), and the shape of the foundation pit (130) is matched with the installation of the connecting frame (220) and the L-shaped plate (120).

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