Building wall pouring structure

Abstract

The utility model discloses a building wall pouring structure in the technical field of pouring structures. The building wall pouring structure comprises two side plates, a plurality of longitudinal rods are welded between the two side plates, mounting plates are welded to the two ends of one side of each side plate, triangular-like mounting grooves are formed in the mounting plates, and two screw rods are welded to the bottom ends of the mounting plates. Assembly ends are connected through the mounting plates on the two sides of the side plates, the triangular-like mounting grooves are formed in the mounting plates, connecting ends are quickly connected through the large mounting grooves, the mounting and assembly range is large, after butt joint mounting of the connecting ends is completed, nuts on the screw rods are rotated, the nuts abut against the top plate, and the connecting ends are quickly connected. And the top plate moves to abut against the connecting end, the top plate limits movement of the connecting end, stable connection is carried out, follow-up joint filling treatment is facilitated, and the installation and connection stability is guaranteed.

Description

Technical Field

[0001] The utility model relates to the technical field of casting structures, in particular to a building wall casting structure. Background Art

[0002] Prefabricated buildings are constructed on-site from prefabricated components. Based on the form and construction method of the prefabricated components, they are categorized into five types: block, panel, cassette, skeleton panel, and slab-and-rise. With the development of modern industrial technology, houses can be built in batches and sets, similar to machine production. Simply transport the prefabricated components to the construction site and assemble them. Due to their high construction speed and low production costs, prefabricated buildings have rapidly spread around the world. Some of the building walls in prefabricated buildings are precast and cast, and then lifted into place using cranes for assembly, allowing for rapid construction.

[0003] However, the existing internal steel bar composition of the cast wall structure of the building is simple, and most of them are crisscrossed and bound before pouring cement to form. Since the ordinary crisscrossed steel bars have low stress strength, they are easily damaged after assembly, and the transportation damage is high. The assembly connection of the ordinary wall casting structure is not stable enough and is prone to shaking, which is not conducive to the subsequent filling and has poor use effect. Based on this, the utility model designs a building wall casting structure to solve the above problems. Utility Model Content

[0004] The purpose of the utility model is to provide a building wall casting structure to solve the above-mentioned problems that the ordinary crisscross steel bars have low stress strength, low stress strength after assembly, are very easy to be damaged, and have high transportation loss force, and the assembly connection of the ordinary wall casting structure is not stable enough and is prone to shaking.

[0005] To achieve the above objectives, the present invention provides the following technical solutions:

[0006] A building wall casting structure includes two side panels, multiple longitudinal rods are welded between the two side panels, mounting plates are welded at both ends of one side of the side panels, triangular mounting grooves are opened inside the mounting plates, two screws are welded to the bottom end of the mounting plates, nuts are threaded on the screws, a top plate is installed through the screws, multiple groups of positioning rings are welded on the inner sides of the side panels, annular longitudinal rings are connected between the multiple groups of positioning rings, multiple groups of transverse rings are installed through the longitudinal rings, the longitudinal rods are passed through the transverse rings, the longitudinal and transverse rings are both made of steel bars bent into a ring shape, and a casting body of cement mixture is filled between the two side panels.

[0007] As a further solution of the present invention: the positioning ring is U-shaped and is arranged in the middle of the side plate.

[0008] As a further solution of the present invention: the length of the top plate is greater than the width of the mounting groove, and the top plate is arranged parallel to the mounting plate.

[0009] As a further solution of the present invention: a limiting block is welded to one end of the screw rod, and the length of the screw rod is smaller than the width of the mounting plate.

[0010] As a further solution of the present invention: a plurality of reinforcing rods are welded inside the longitudinal ring, and the plurality of reinforcing rods are equidistantly arranged inside the longitudinal ring.

[0011] As a further solution of the present invention: a plurality of transverse rings installed inside the longitudinal ring are distributed on both sides of a plurality of reinforcing rods, and the reinforcing rods are arranged perpendicularly and parallel to the transverse rings.

[0012] As a further solution of the present invention: the diameter of the longitudinal ring is greater than the diameter of the transverse ring, and the width of the internal space of the longitudinal ring is greater than the width of the transverse ring.

[0013] Compared with the prior art, the beneficial effects of the present invention are:

[0014] 1. In the utility model, the assembly end is connected by the mounting plates on both sides of the side panels, and a triangular mounting groove is opened on the mounting plate. The larger mounting groove is used for quick connection of the connection end, and the installation and assembly range is large. After the docking installation of the connection end is completed, the nut on the knob screw is abutted against the top plate through the nut, so that the top plate moves and abuts against the connection end, allowing the top plate to limit the movement of the connection end, thereby performing a stable connection, facilitating subsequent caulking processing, and ensuring the stability of the installation connection.

[0015] 2. In the present invention, multiple longitudinal rings are positioned and connected through multiple sets of positioning rings on the inner side of the side panels. Multiple longitudinal rings and multiple transverse rings form a stable cage structure. After the cast body is filled between the two side panels, the cage structure of multiple longitudinal rings and multiple transverse rings and multiple longitudinal rods form a stable whole. The cage structure not only has better gathering properties for the cast body, but also has high stress strength after forming a complete wall. The compressive and tensile strengths of each surface are improved, thereby ensuring the strength of the assembled installation and reducing the damage rate during transportation. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the three-dimensional structure of the utility model;

[0017] Figure 2 This is a schematic diagram of the internal connection structure of the utility model;

[0018] Figure 3This is a schematic diagram of the explosion structure of the longitudinal rod connection of the utility model;

[0019] Figure 4 For the utility model Figure 3 Enlarged structural diagram at point A in the middle.

[0020] In the figure: 1. Side plate; 2. Longitudinal rod; 3. Positioning ring; 4. Mounting plate; 5. Mounting groove; 6. Top plate; 7. Screw; 8. Longitudinal ring; 9. Reinforcement rod; 10. Transverse ring; 11. Casting body. DETAILED DESCRIPTION

[0021] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0022] Example:

[0023] See also Figures 1-4, In an embodiment of the present invention, a building wall casting structure comprises two side panels 1, a plurality of longitudinal rods 2 are welded between the two side panels 1, a mounting plate 4 is welded at both ends of one side of the side panel 1, a triangular mounting groove 5 is opened inside the mounting plate 4, two screws 7 are welded at the bottom end of the mounting plate 4, a nut is threadedly connected to the screw 7, a top plate 6 is installed through the screw 7, a plurality of groups of positioning rings 3 are welded on the inner side of the side panel 1, an annular longitudinal ring 8 is penetrated and connected between the plurality of groups of positioning rings 3, a plurality of groups of transverse rings 10 are penetrated and installed in the longitudinal ring 8, the longitudinal rod 2 is penetrated in the transverse ring 10, the longitudinal ring 8 and the transverse ring 10 are both bent into a ring shape by steel bars, a casting body 11 of cement mixture is filled between the two side panels 1, a plurality of longitudinal rods 2 are welded between the two side panels 1, the longitudinal rods 2 provide the main support, the inner side of the side panel 1 is positioned and connected by a plurality of groups of positioning rings 3 for a plurality of longitudinal rings 8, and a plurality of longitudinal rings 8 are positioned and connected. It forms a stable cage structure with multiple transverse rings 10. After the cast body 11 is filled between the two side panels 1, the cage structure of multiple longitudinal rings 8 and multiple transverse rings 10 forms a stable whole with multiple longitudinal rods 2. The cage structure not only has better aggregation for the cast body 11, but also has high stress strength after forming a complete wall. The compressive and tensile strengths of each surface are improved, ensuring the strength of the assembled installation while reducing the loss rate during transportation. The mounting plates 4 on both sides of the side panels 1 are connected to the assembly ends, and triangular mounting grooves 5 are opened on the mounting plates 4. The larger mounting grooves 5 are used for quick connection of the connection ends, and the installation and assembly range is large. After the connection end is docked and installed, the nut on the knob screw 7 contacts the top plate 6 through the nut, allowing the top plate 6 to move and contact the connection end, allowing the top plate 6 to limit the movement of the connection end for a stable connection, facilitating subsequent caulking processing, and ensuring the stability of the installation connection.

[0024] Preferably, Figure 2 As described, the positioning ring 3 is U-shaped and is arranged in the middle of the side plate 1. The U-shaped positioning ring 3 arranged in the middle of the side plate 1 facilitates the middle limit penetration installation of the longitudinal ring 8. The U-shaped positioning ring 3 has a larger installation adjustment range.

[0025] Preferably, Figure 3 and Figure 4 As described above, the length of the top plate 6 is greater than the width of the mounting groove 5, and the top plate 6 is arranged parallel to the mounting plate 4. The longer top plate 6 facilitates all-round interference and positioning of the mounting end inserted into the mounting groove 5, and the mounting plate 4 parallel to the top plate 6 ensures parallel interference limit.

[0026] Preferably, Figure 4 As described, a limiting block is welded at one end of the screw rod 7, and the length of the screw rod 7 is smaller than the width of the mounting plate 4. The limiting block at one end of the screw rod 7 limits the top plate 6 to prevent the top plate 6 from detaching, and the shorter screw rod 7 avoids protruding and affecting assembly and installation.

[0027] Preferably, Figure 2 and Figure 3 As described above, multiple reinforcing rods 9 are welded inside the longitudinal ring 8, and the multiple reinforcing rods 9 are equidistantly arranged inside the longitudinal ring 8. Multiple reinforcing rods 9 are welded inside the longitudinal ring 8 for reinforcement support, and the multiple reinforcing rods 9 support the longitudinal ring 8 at multiple points with equal distances.

[0028] Preferably, Figure 3 As described above, the multiple transverse rings 10 installed inside the longitudinal ring 8 are distributed on both sides of the multiple reinforcing rods 9. The reinforcing rods 9 are arranged vertically and parallel to the transverse rings 10. The transverse rings 10 distributed on both sides of the reinforcing rods 9 are evenly distributed. The support points of the transverse rings 10 avoid overlapping with the reinforcing rods 9 to ensure uniform force distribution.

[0029] Preferably, Figure 3 As described above, the diameter of the longitudinal ring 8 is larger than the diameter of the transverse ring 10, and the width of the internal space of the longitudinal ring 8 is larger than the width of the transverse ring 10. The longitudinal ring 8 with a larger diameter ensures strong longitudinal support, and the transverse ring 10 with a smaller diameter supports the transverse support with a smaller load, thereby ensuring that the overall force is reasonable and reducing the overall weight of the device. The larger installation space inside the longitudinal ring 8 facilitates the through-installation of the transverse ring 10.

[0030] The working principle of the present invention is as follows: a plurality of longitudinal rods 2 are welded between two side panels 1, the longitudinal rods 2 provide the main support, the inner side of the side panel 1 is positioned and connected with a plurality of longitudinal rings 8 through a plurality of positioning rings 3, the plurality of longitudinal rings 8 and the plurality of transverse rings 10 form a stable cage structure, after the casting 11 is filled between the two side panels 1, the cage structure of the plurality of longitudinal rings 8 and the plurality of transverse rings 10 forms a stable whole with the plurality of longitudinal rods 2, the cage structure not only has a better gathering property for the casting 11, but also has a high stress strength and high compressive and anti-static properties on all sides after forming a complete wall. The tensile strength is improved to ensure the strength of the assembled installation, while reducing the damage rate during transportation. The mounting plates 4 on both sides of the side panels 1 are used to connect the assembly ends. A triangular mounting groove 5 is provided on the mounting plate 4. The larger mounting groove 5 is used for quick connection of the connection end. The installation and assembly range is large. After the docking installation of the connection end is completed, the nut on the knob screw 7 is pressed against the top plate 6 through the nut, allowing the top plate 6 to move and press against the connection end, allowing the top plate 6 to limit the movement of the connection end, making a stable connection, facilitating subsequent caulking processing, and ensuring the stability of the installation connection.

[0031] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A building wall casting structure, comprising two side panels (1), characterized in that: A plurality of longitudinal rods (2) are welded between the two side plates (1), mounting plates (4) are welded at both ends of one side of the side plates (1), a triangular mounting groove (5) is provided inside the mounting plate (4), two screws (7) are welded at the bottom end of the mounting plate (4), nuts are threadedly connected on the screws (7), and a top plate (6) is installed through the screws (7), multiple groups of positioning rings (3) are welded on the inner side of the side plates (1), an annular longitudinal ring (8) is connected between the multiple groups of positioning rings (3), multiple groups of transverse rings (10) are installed through the longitudinal rings (8), the longitudinal rods (2) are inserted into the transverse rings (10), the longitudinal rings (8) and the transverse rings (10) are both formed by bending steel bars into rings, and a cast body (11) of cement mixture is filled between the two side plates (1).

2. A building wall casting structure according to claim 1, characterized in that: The positioning ring (3) is U-shaped and is arranged in the middle of the side plate (1).

3. A building wall casting structure according to claim 1, characterized in that: The length of the top plate (6) is greater than the width of the mounting groove (5), and the top plate (6) is arranged parallel to the mounting plate (4).

4. A building wall casting structure according to claim 1, characterized in that: A limiting block is welded to one end of the screw rod (7), and the length of the screw rod (7) is smaller than the width of the mounting plate (4).

5. The building wall casting structure according to claim 1, characterized in that: A plurality of reinforcing rods (9) are welded inside the longitudinal ring (8), and the plurality of reinforcing rods (9) are arranged at equal intervals inside the longitudinal ring (8).

6. A building wall casting structure according to claim 5, characterized in that: The plurality of transverse rings (10) installed inside the longitudinal ring (8) are distributed on both sides of the plurality of reinforcing rods (9), and the reinforcing rods (9) are arranged perpendicularly and parallel to the transverse rings (10).

7. A building wall casting structure according to claim 1, characterized in that: The diameter of the longitudinal ring (8) is greater than the diameter of the transverse ring (10), and the width of the internal space of the longitudinal ring (8) is greater than the width of the transverse ring (10).

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