Concrete wall for hanging heavy object

Abstract

The utility model discloses a concrete wall for hanging heavy objects, which comprises a reinforced concrete beam, a square groove is arranged at the center of the reinforced concrete beam, masonry filling walls are symmetrically arranged at the square groove of the reinforced concrete beam, and the masonry filling walls are vertically and symmetrically arranged. And the two sides of the cast-in-place infilled wall are attached to the side walls of the masonry infilled wall. An original light masonry wall is changed into a cast-in-place infilled wall, the purposes of being safe, reliable, convenient to construct, capable of guaranteeing the building function and attractiveness and saving the construction cost are achieved through assistance of a suspension structure, the upper portion and the lower portion of the wall are separated through the extruded sheets, the construction cost can be saved, and the wall is separated from the upper concrete beam and the lower concrete beam. The rigidity of a main body structure caused by a cast-in-place infilled wall is reduced, meanwhile, the effect of the infilled wall is achieved, harm caused by increasing the rigidity of the main body structure is avoided, a masonry wall is improved, the cast-in-place infilled wall replaces a masonry partition wall, and the strength and safety of installation and fixation of the water heater are guaranteed.

Description

Technical Field

[0001] This utility model relates to the field of building technology, specifically to a concrete wall for suspending heavy objects. Background Technology

[0002] As the capacity of household water heaters continues to increase, the requirements for water heater installation are becoming increasingly stringent, especially the partition walls that secure the water heaters. These partition walls must possess sufficient strength to ensure a firm installation and prevent safety hazards. However, the current masonry materials used for these partition walls are mostly lightweight materials with low density, making it difficult to effectively secure the water heaters. Even if some methods replace the masonry materials for securing the water heaters with concrete, the difficulty and accuracy of on-site construction remain challenging. To address these issues, we propose a concrete wall design for suspending heavy objects. Utility Model Content

[0003] The purpose of this invention is to provide a concrete wall for suspending heavy objects, so as to solve the problems mentioned in the background art.

[0004] To achieve the above objectives, this utility model provides the following technical solution: a concrete wall for suspending heavy objects, comprising a reinforced concrete beam, a square groove provided at the center of the reinforced concrete beam, masonry infill walls symmetrically arranged at the square groove of the reinforced concrete beam, the masonry infill walls being arranged vertically symmetrically, extruded polystyrene boards symmetrically arranged at the square groove of the reinforced concrete beam, the extruded polystyrene boards being arranged horizontally symmetrically, a cast-in-place infill wall being cast between two of the extruded polystyrene boards, and the two sides of the cast-in-place infill wall being in contact with the sidewalls of the masonry infill wall.

[0005] Preferably, it also includes a suspension structure, wherein there are two suspension structures arranged laterally symmetrically, and the rear sidewall of the suspension structure is cast inside the cast-in-place infill wall.

[0006] Preferably, the suspension structure includes a strip plate, and a threaded cylinder is fixedly connected to the inner cavity of the strip plate. There are four threaded cylinders arranged vertically in sequence. The threaded cylinders and the strip plate are disposed inside the cast-in-place infill wall, and the front side of the strip plate is exposed. An outer plate is attached to the front side wall of the strip plate. Screws are inserted into both sides of the outer plate, and the rear side wall of the screws is threadedly connected to the inner cavity of the threaded cylinder. A suspension frame is fixedly connected to the center of the front side wall of the outer plate.

[0007] Preferably, the inner cavities of the two masonry infill walls are connected to inner rods, the number of inner rods being three, and arranged in a horizontal and vertical sequence. The inner cavities of the three inner rods are connected to insert plates, and the insert plates and inner rods are located inside the cast-in-place infill walls. The front side wall of the insert plate is fixedly connected to a conduit near the bottom, and the conduit is located inside the cast-in-place infill wall with both ends exposed.

[0008] Preferably, the front sidewall of the reinforced concrete beam is symmetrically provided with reinforced concrete sidewalls, and the reinforced concrete sidewalls are arranged horizontally and vertically.

[0009] Compared with the existing technology, the beneficial effects of this utility model are as follows: the original lightweight masonry wall is replaced by a cast-in-place infill wall, which is assisted by a suspension structure to achieve safety, reliability, convenient construction, and ensure the building's functionality and aesthetics, while saving construction costs. The use of extruded polystyrene board as a partition between the upper and lower parts of the wall can save costs and separate it from the upper and lower concrete beams, reducing the rigidity of the cast-in-place infill wall on the main structure, while achieving the effect of an infill wall and avoiding the harm caused by increasing the rigidity of the main structure. The masonry wall is improved by replacing the masonry partition wall with a cast-in-place infill wall, ensuring the strength and safety of the water heater installation and fixing. Attached Figure Description

[0010] Figure 1 This is a schematic diagram of the structure of this utility model;

[0011] Figure 2 for Figure 1 Structural detail drawing of the masonry infill wall;

[0012] Figure 3 for Figure 1 Detailed structural diagram of the inner rod;

[0013] Figure 4 for Figure 3 Detailed structural diagram of the middle insert plate;

[0014] Figure 5 for Figure 1 Detailed structural diagram of the mid-suspension structure;

[0015] In the diagram: 1. Reinforced concrete beam; 2. Reinforced concrete slab; 3. Masonry infill wall; 4. Extruded polystyrene board; 5. Cast-in-place infill wall; 6. Suspended structure; 61. Strip plate; 62. Threaded cylinder; 63. Outer plate; 64. Screw rod; 65. Suspension frame; 7. Inner rod; 8. Insert plate; 9. Conduit. Detailed Implementation

[0016] 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. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0017] Please see Figure 1-5 This utility model provides a concrete wall for suspending heavy objects, including a reinforced concrete beam 1, a square groove at the center of the reinforced concrete beam 1, masonry infill walls 3 symmetrically arranged at the square groove of the reinforced concrete beam 1, the masonry infill walls 3 being arranged vertically symmetrically, extruded polystyrene boards 4 symmetrically arranged at the square groove of the reinforced concrete beam 1, the extruded polystyrene boards 4 being arranged horizontally symmetrically, and a cast-in-place infill wall 5 being cast between the two extruded polystyrene boards 4, the two sides of the cast-in-place infill wall 5 being attached to the side walls of the masonry infill wall 3.

[0018] It also includes a suspension structure 6, of which there are two, and they are arranged symmetrically in the horizontal direction. The rear side wall of the suspension structure 6 is cast inside the cast-in-place infill wall 5.

[0019] The suspension structure 6 includes a strip plate 61, and a threaded cylinder 62 is fixedly connected to the inner cavity of the strip plate 61. There are four threaded cylinders 62, which are arranged vertically in sequence. The threaded cylinders 62 and the strip plate 61 are located inside the cast-in-place infill wall 5, and the front side of the strip plate 61 is exposed. An outer plate 63 is attached to the front side wall of the strip plate 61. Screws 64 are inserted into both sides of the outer plate 63, and the rear side wall of the screws 64 is threadedly connected to the inner cavity of the threaded cylinder 62. A suspension bracket 65 is fixedly connected to the center of the front side wall of the outer plate 63.

[0020] Two masonry infill walls 3 have three inner rods 7 inserted into their inner cavities, arranged in a horizontal and vertical sequence. The inner cavities of the three inner rods 7 are connected to insert plates 8, and the insert plates 8 and inner rods 7 are located inside the cast-in-place infill wall 5. The front side wall of the insert plate 8 is fixedly connected to a conduit 9 near the bottom. The conduit 9 is located inside the cast-in-place infill wall 5, with both ends exposed.

[0021] The front sidewall of the reinforced concrete beam 1 is symmetrically provided with reinforced concrete sidewalls 2, and the reinforced concrete sidewalls 2 are arranged in a horizontal and vertical manner.

[0022] Working Principle: During construction, a pre-planned area is made at the bathroom location, creating square grooves in the reinforced concrete beams 1 on both sides. Reinforced concrete slabs 2 are also installed on both sides of the beams 1. Simultaneously, masonry infill walls 3 are symmetrically installed within the square grooves. The masonry infill walls 3 are constructed by stacking bricks layer by layer. Extruded polystyrene boards 4 are used as separators on the upper and lower sides of the masonry infill walls 3, saving costs and separating them from the upper and lower concrete beams, reducing the rigidity of the cast-in-place infill walls on the main structure while still achieving the desired infill wall effect. During stacking, inner rods 7 and insert plates 8 are arranged to provide adhesion for the cast-in-place infill walls 5 during pouring. After the masonry infill walls 3 and insert plates 8 are in place, conduits 9 are attached to the insert plates 8 and fixed with bolts. The water heater's pipes are then inserted... Inside the inlet pipe 9, the pipe is pulled out from the other side for easy subsequent connection. Then, the cast-in-place infill wall 5 is poured, and the suspension structure 6 is symmetrically set up for pouring. After the above operations are completed, the gaps between the walls are smoothed to ensure the building's functionality and aesthetics. The suspension structure 6 is used for assistance. The suspension structure 6 is made of strip plates 61 and threaded cylinders 62 poured inside the cast-in-place infill wall 5. Part of the strip plate 61 is exposed, and the threaded cylinders 62 are evenly distributed on the surface of the strip plate 61. The outer plate 63 is attached to the strip plate 61, and the screws 64 pass through both sides of the outer plate 63 and are threaded to the threaded cylinders 62, providing a replacement function for the suspension bracket 65. It can be replaced according to the specifications of the suspended object to ensure the strength and safety of the water heater installation.

[0023] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A concrete wall for hanging heavy objects, characterised in that: The structure includes a reinforced concrete beam (1), a square groove is provided at the center of the reinforced concrete beam (1), a masonry infill wall (3) is symmetrically provided at the square groove of the reinforced concrete beam (1), and the masonry infill wall (3) is vertically symmetrically provided. Extruded polystyrene board (4) is symmetrically provided at the square groove of the reinforced concrete beam (1), and the extruded polystyrene board (4) is horizontally symmetrically provided. A cast-in-place infill wall (5) is poured between the two extruded polystyrene boards (4), and the two sides of the cast-in-place infill wall (5) are attached to the side walls of the masonry infill wall (3).

2. A concrete wall for suspending a weight according to claim 1, characterised in that: It also includes a suspension structure (6), which consists of two structures arranged symmetrically in the horizontal direction. The rear sidewall of the suspension structure (6) is cast inside the cast-in-place infill wall (5).

3. A concrete wall for hanging heavy objects according to claim 2, characterized in that: The suspension structure (6) includes a strip plate (61), and a threaded cylinder (62) is fixedly connected to the inner cavity of the strip plate (61). There are four threaded cylinders (62) arranged vertically in sequence. The threaded cylinders (62) and the strip plate (61) are located inside the cast-in-place infill wall (5), and the front side of the strip plate (61) is exposed. An outer plate (63) is attached to the front side wall of the strip plate (61). Screws (64) are inserted into both sides of the outer plate (63), and the rear side wall of the screws (64) is threadedly connected to the inner cavity of the threaded cylinder (62). A suspension bracket (65) is fixedly connected to the center of the front side wall of the outer plate (63).

4. A concrete wall for suspending a weight according to claim 1, wherein: The inner cavities of the two masonry infill walls (3) are connected to inner rods (7). There are three inner rods (7), which are arranged horizontally and vertically in sequence. The inner cavities of the three inner rods (7) are connected to insert plates (8). The insert plates (8) and the inner rods (7) are located inside the cast-in-place infill wall (5). The front side wall of the insert plate (8) is fixedly connected to a conduit (9) near the bottom. The conduit (9) is located inside the cast-in-place infill wall (5) and its two ends are exposed.

5. A concrete wall for suspending heavy objects according to claim 1, characterized in that: The front sidewall of the reinforced concrete beam (1) is symmetrically provided with reinforced concrete sidewalls (2), and the reinforced concrete sidewalls (2) are arranged horizontally and vertically.

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