A masonry infill wall structure for building

Abstract

The present application discloses a masonry infill wall structure for construction, belonging to the technical field of masonry infill walls, comprising a building frame, an inner wall of the building frame is provided with a slide groove, a masonry infill wall body is stacked on the inner wall of the building frame, an inner wall of the masonry infill wall body is provided with a vertical rod, a horizontal rod is slidably connected to the inner wall of the vertical rod, and a reinforcing net is provided on the outer side of the masonry infill wall body; the reinforcing net is positioned at the outer side of the masonry infill wall body by a U-shaped buckle, and a connecting block and the vertical rod are fixedly connected by bolts, and the upper and lower sides of the reinforcing net are fixed, and a concrete layer can be evenly applied to the outer side of the masonry infill wall body until the U-shaped buckle and the reinforcing net are wrapped inside and are in the same plane with the building frame, so that the firmness of the concrete layer applied on the outer side of the masonry infill wall body can be increased, and it can be ensured that the concrete layer will not crack or be damaged after the application is completed.

Description

Technical Field

[0001] The present application relates to the technical field of masonry infill walls, and in particular to a masonry infill wall structure for construction. Background Art

[0002] Masonry infill wall refers to a wall with an external frame structure, in which the frame structure plays the role of enclosure, separation and load-bearing, ensuring the stability and safety of the overall wall structure.

[0003] In the patent document with the published announcement number CN211949044U, a filling wall masonry structure is provided, which belongs to the field of building construction technology, and can solve the problem that the mortar joints of traditional filling wall masonry are too thick and too wide, which wastes masonry mortar, and the shrinkage of masonry mortar joints will also increase, which is not conducive to the control of masonry cracks. The filling wall masonry body is located between concrete columns or concrete walls, and the filling wall masonry body includes several layers of blocks, and mortar joints are provided between adjacent blocks. Flat steel in the mortar joints is provided, and flat steel for pulling is provided at the junction of the blocks and the concrete columns or concrete walls. One end of the flat steel is connected to the concrete column or concrete wall, and the other end is connected to the blocks. A gap is provided between the top of the filling wall masonry body and the bottom of the upper beam of the concrete wall, and a concrete pouring layer is provided in the gap. The filling wall masonry of the utility model adopts bonding mortar for thin mortar masonry, and the thickness of the horizontal mortar joint and the width of the vertical mortar joint can be greatly reduced, thereby achieving the effect of saving materials and ensuring the quality of the project.

[0004] The above device uses bonding mortar for thin-wall masonry, and the horizontal mortar joint thickness and vertical mortar joint width can be greatly reduced. However, the above device cannot reinforce the outer side of the filling wall masonry. Since the surface of the filling wall masonry needs to be reinforced by applying concrete mortar, directly applying concrete will cause the filling wall masonry to be prone to cracking and damage after the application is completed, affecting its firmness. Utility Model Content

[0005] In view of the deficiencies of the prior art, the present application provides a masonry filling wall structure for construction, which overcomes the deficiencies of the prior art and aims to solve the problems in the prior art.

[0006] To achieve the above-mentioned purpose, the present application provides the following technical solutions: a masonry filling wall structure for construction, comprising a building frame, an inner wall of the building frame is provided with a slide groove, the inner wall of the building frame is stacked with a masonry filling wall body, the inner wall of the masonry filling wall body is provided with a vertical pole, the inner wall of the vertical pole is slidably connected with a horizontal pole, the outer side of the masonry filling wall body is provided with a reinforcement net, the outer side of the masonry filling wall body is fixedly equipped with a U-shaped buckle, the bottom of the reinforcement net is fixedly equipped with a connecting block, the front side of the masonry filling wall body is evenly coated with a concrete layer, and the front side of the concrete layer is evenly coated with a decorative layer.

[0007] As a preferred technical solution of the present application, the number of the vertical poles and the horizontal poles is five in total, and the five vertical poles and the horizontal poles are staggered and distributed on the inner wall of the masonry filling wall body. The top and bottom of the vertical poles are both arranged on the inner wall of the slide groove, and the masonry filling wall body is formed by stacking a number of blocks.

[0008] By adopting the above technical solution, the inner wall of the masonry filling wall body can be reinforced, thereby ensuring the stability of the masonry filling wall body after stacking.

[0009] As a preferred technical solution of the present application, there are several U-shaped buckles, and the several U-shaped buckles are evenly distributed on the outer side of the masonry filling wall body, and the reinforcement net is arranged on the inner wall position of the U-shaped buckle, and the reinforcement net is fixed to the outer side of the masonry filling wall body through the U-shaped buckle.

[0010] By adopting the above technical solution, the reinforcing net can be stably fixed at the outer side of the masonry filling wall body, thereby ensuring that the reinforcing net will not bulge randomly when set at the outer side of the masonry filling wall body and can fit tightly with the outer side of the masonry filling wall body.

[0011] As a preferred technical solution of the present application, the connecting block is arranged on the inner wall of the slide slot, and the connecting block is fixedly connected to the vertical pole by bolts.

[0012] By adopting the above technical solution, the connection block and the vertical pole can be fixedly connected, and then the top and bottom of the reinforcement net can be fixed, further ensuring the stability of the fixation between the building frame and the masonry filling wall body.

[0013] As a preferred technical solution of the present application, the distance between the front of the masonry filling wall body and the front of the building frame is 2 cm, the concrete layer covers the reinforcement mesh and several U-shaped buckles, and the front of the concrete layer is in the same plane as the building frame.

[0014] By adopting the above technical solution, the reinforcement mesh and the U-shaped buckle can be firmly connected to the masonry filling wall body by using the concrete layer, thereby increasing the firmness of the masonry filling wall body and ensuring that the concrete layer will not crack after being applied.

[0015] As a preferred technical solution of the present application, the decorative layer is evenly applied to the front of the concrete layer and the building frame.

[0016] By adopting the above technical solution, the building frame and concrete layer can be wrapped to improve the aesthetics.

[0017] Beneficial effects of this application:

[0018] 1. Use the U-shaped buckle to position the reinforcement net on the outside of the masonry infill wall body, and use bolts to fix the connection block and the vertical pole to fix the upper and lower sides of the reinforcement net. At the same time, the concrete layer can be evenly applied to the outside of the masonry infill wall body until the U-shaped buckle and the reinforcement net are wrapped inside and are in the same plane as the building frame, so as to increase the firmness of the concrete layer applied on the outside of the masonry infill wall body and ensure that the concrete layer will not crack or be damaged after the application.

[0019] 2. The masonry infill wall body is reinforced by stacking the masonry infill wall body on the inner wall position of the building frame, installing the vertical poles to the inner wall position of the slide groove, inserting them to the inner wall position of the masonry infill wall body, and then inserting the cross bars to the inner wall position of the vertical poles. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the overall structure of this application;

[0021] Figure 2 This is a schematic diagram of the concrete layer structure of this application;

[0022] Figure 3 This is a schematic diagram of the reinforcement net structure of this application;

[0023] Figure 4 For this application Figure 3 The enlarged structural diagram at A in the middle;

[0024] Figure 5 This is a schematic diagram of the vertical pole and horizontal pole structure of this application.

[0025] In the figure: 1. building frame; 2. slide; 3. masonry filling wall body; 4. vertical pole; 5. horizontal pole; 6. reinforcement net; 7. U-shaped buckle; 8. connecting block; 9. bolt; 10. concrete layer; 11. decorative layer. DETAILED DESCRIPTION

[0026] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0027] Reference Figure 1-5A masonry filling wall structure for construction includes a building frame 1, a slide groove 2 is opened on the inner wall of the building frame 1, a masonry filling wall body 3 is stacked on the inner wall of the building frame 1, a vertical rod 4 is provided on the inner wall of the masonry filling wall body 3, a horizontal rod 5 is slidably connected to the inner wall of the vertical rod 4, a reinforcement net 6 is provided on the outer side of the masonry filling wall body 3, a U-shaped buckle 7 is fixedly installed on the outer side of the masonry filling wall body 3, a connecting block 8 is fixedly installed on the bottom of the reinforcement net 6, a concrete layer 10 is evenly coated on the front side of the masonry filling wall body 3, and a decorative layer 11 is evenly coated on the front side of the concrete layer 10.

[0028] Reference Figure 5 There are five vertical rods 4 and horizontal rods 5 in total, and the five vertical rods 4 and horizontal rods 5 are staggered on the inner wall of the masonry filling wall body 3, the top and bottom of the vertical rod 4 are both set on the inner wall of the slide 2, and the masonry filling wall body 3 is formed by stacking a number of blocks. The five vertical rods 4 and horizontal rods 5 are staggered on the inner wall of the masonry filling wall body 3, so that the inner wall of the masonry filling wall body 3 can be reinforced, thereby ensuring the stability of the masonry filling wall body 3 after stacking.

[0029] Reference Figure 3 and Figure 4 There are several U-shaped buckles 7, and several U-shaped buckles 7 are evenly distributed at the outer side of the masonry filling wall body 3. The reinforcing net 6 is arranged at the inner wall position of the U-shaped buckle 7. The reinforcing net 6 is fixed to the outer side of the masonry filling wall body 3 through the U-shaped buckle 7. The reinforcing net 6 is fixed to the outer side of the masonry filling wall body 3 by the U-shaped buckle 7, so that the reinforcing net 6 can be stably fixed to the outer side of the masonry filling wall body 3, thereby ensuring that the reinforcing net 6 will not bulge at will when it is arranged at the outer side of the masonry filling wall body 3, and can fit tightly with the outer side of the masonry filling wall body 3.

[0030] Reference Figure 3 and Figure 5 The connecting block 8 is arranged on the inner wall of the slide groove 2, and the connecting block 8 is fixedly connected to the vertical rod 4 by bolts 9. The bolts 9 enable the connecting block 8 to be fixedly connected to the vertical rod 4, so that the top and bottom of the reinforcement net 6 can be fixed, further ensuring the stability of the fixation between the building frame 1 and the masonry filling wall body 3.

[0031] Reference Figure 2The distance between the front of the masonry filling wall body 3 and the front of the building frame 1 is 2 cm, the concrete layer 10 covers the reinforcement net 6 and several U-shaped buckles 7, and the front of the concrete layer 10 is in the same plane as the building frame 1. By making the front of the concrete layer 10 and the building frame 1 in the same plane, the reinforcement net 6 and the U-shaped buckle 7 can be firmly connected to the masonry filling wall body 3 by the concrete layer 10, thereby increasing the firmness of the masonry filling wall body 3 and ensuring that the concrete layer 10 will not crack after the application is completed.

[0032] Reference Figure 1 The decorative layer 11 is evenly applied to the front of the concrete layer 10 and the building frame 1. The decorative layer 11 enables the building frame 1 and the concrete layer 10 to be wrapped to improve the aesthetics.

[0033] Working principle: When using the device, first stack the masonry filling wall body 3 on the inner wall position of the building frame 1, and install the vertical pole 4 to the inner wall position of the slide groove 2, and insert it into the inner wall position of the masonry filling wall body 3, and then insert the cross bar 5 into the inner wall position of the vertical pole 4 to reinforce the masonry filling wall body 3, and then use the U-shaped buckle 7 to position the reinforcement net 6 at the outer position of the masonry filling wall body 3, and at the same time use bolts 9 to fix the connection block 8 and the vertical pole 4, and fix the upper and lower sides of the reinforcement net 6. At the same time, the concrete layer 10 can be evenly applied to the outer position of the masonry filling wall body 3 until the U-shaped buckle 7 and the reinforcement net 6 are wrapped inside and are in the same plane as the building frame 1, and then the decorative layer 11 can be applied to the concrete layer 10 and the building frame 1 to increase the aesthetics.

[0034] The above description is only the preferred embodiment of the present application and is not intended to limit the present application. Although the present application is described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. A masonry infill wall structure for construction, comprising a building frame (1), characterized in that: The inner wall of the building frame (1) is provided with a slide groove (2), the inner wall of the building frame (1) is stacked with a masonry filling wall body (3), the inner wall of the masonry filling wall body (3) is provided with a vertical rod (4), the inner wall of the vertical rod (4) is slidably connected with a horizontal rod (5), the outer side of the masonry filling wall body (3) is provided with a reinforcement net (6), the outer side of the masonry filling wall body (3) is fixedly equipped with a U-shaped buckle (7), the bottom of the reinforcement net (6) is fixedly equipped with a connection block (8), the front side of the masonry filling wall body (3) is evenly coated with a concrete layer (10), and the front side of the concrete layer (10) is evenly coated with a decorative layer (11).

2. A building masonry infill wall structure according to claim 1, characterized in that: The number of the vertical rods (4) and the horizontal rods (5) is five in total, and the five vertical rods (4) and the horizontal rods (5) are staggeredly distributed on the inner wall of the masonry filling wall body (3), the top and the bottom of the vertical rod (4) are both arranged on the inner wall of the slide groove (2), and the masonry filling wall body (3) is formed by stacking a plurality of building blocks.

3. A building masonry infill wall structure according to claim 1, characterized in that: There are a plurality of U-shaped buckles (7), and the plurality of U-shaped buckles (7) are evenly distributed at the outer sides of the masonry filling wall body (3); the reinforcing net (6) is arranged at the inner wall of the U-shaped buckles (7); and the reinforcing net (6) is fixed to the outer side of the masonry filling wall body (3) via the U-shaped buckles (7).

4. A masonry infill wall structure for construction according to claim 1, characterized in that: The connection block (8) is arranged on the inner wall of the slide groove (2), and the connection block (8) is fixedly connected to the vertical rod (4) via bolts (9).

5. The building masonry infill wall structure according to claim 1, characterized in that: The distance between the front face of the masonry infill wall body (3) and the front face of the building frame (1) is 2 cm, the concrete layer (10) covers the reinforcing mesh (6) and a plurality of U-shaped buckles (7), and the front face of the concrete layer (10) is in the same plane as the building frame (1).

6. A building masonry infill wall structure according to claim 1, characterized in that: The decorative layer (11) is evenly applied to the front of the concrete layer (10) and the building frame (1).

Images