Modular ribbed composite wall panel for construction

Abstract

The utility model discloses a modularization building with ribbed composite wallboard, including concrete, upper chord, steel wire mesh, carbon fiber net, single web pole muscle, angle of scooping, lower chord, the steel wire mesh is located concrete's lower surface, carbon fiber net is located the lower surface of steel wire mesh, the upper chord is located the upper of lower chord, the upper chord is with the lower chord through single web pole muscle through resistance spot welding, single web pole muscle and angle of scooping are through resistance spot welding, by a plurality of ribbed composite wallboard splicing again and pouring concrete use can effectively guarantee the stability of whole device and increase its strength, and simultaneously because can splice, and further lead to its whole size can be adjusted according to demand.

Description

Technical Field

[0001] This utility model relates to the field of steel truss technology, and in particular to ribbed composite wall panels for modular buildings. Background Technology

[0002] Currently, existing ordinary steel trusses are composed of a single top chord, two bottom chords, and a web reinforcement on each side. However, this results in low support strength, easy deformation, and is not conducive to use. Therefore, we propose ribbed composite wall panels for modular buildings. Utility Model Content

[0003] In order to overcome the shortcomings of the prior art, this utility model provides a ribbed composite wall panel for modular buildings, which can solve the technical problems mentioned in the background.

[0004] To solve the above-mentioned technical problems, this utility model provides the following technical solution: a modular ribbed composite wall panel for building, comprising concrete, an upper chord, a wire mesh, a carbon fiber mesh, a single web reinforcement, a corner reinforcement, and a lower chord. The wire mesh is located on the lower surface of the concrete, the carbon fiber mesh is located on the lower surface of the wire mesh, the upper chord is located above the lower chord, the upper chord and the lower chord are welded together by resistance welding through the single web reinforcement, and the single web reinforcement is welded together with the corner reinforcement by resistance welding.

[0005] Preferably, the height difference between the upper surface of the concrete and the slanted corner is 2 cm, and the slanted corner is located on both sides of the lower chord.

[0006] Preferably, the length of the concrete is equal to the length of the lower chord, and the concrete wraps around the lower chord, the slant corner, and one end of the single web reinforcement.

[0007] Compared with the prior art, the beneficial effects that this utility model can achieve are:

[0008] The use of multiple ribbed composite wall panels spliced ​​together and then poured with concrete can effectively ensure the stability of the entire device and increase its strength. At the same time, because it can be spliced, its overall size can be adjusted according to needs. Attached Figure Description

[0009] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0010] Figure 2 This is a schematic diagram of the truss section of this utility model;

[0011] The components are: 1. Concrete; 2. Top chord; 3. Wire mesh; 4. Carbon fiber mesh; 5. Single-web reinforcement; 6. Corner; 7. Bottom chord. Detailed Implementation

[0012] To make the technical means, creative features, and achieved objectives and effects of this utility model easier to understand, the present utility model is further described below with reference to specific embodiments. However, the following embodiments are merely preferred embodiments of this utility model and not all of them. Other embodiments obtained by those skilled in the art based on the embodiments described herein without creative effort are all within the protection scope of this utility model. Unless otherwise specified, the experimental methods in the following embodiments are conventional methods, and the materials and reagents used in the following embodiments are commercially available unless otherwise specified.

[0013] Example:

[0014] like Figure 1-2 As shown, the modular building ribbed composite wall panel includes concrete 1, upper chord 2, wire mesh 3, carbon fiber mesh 4, single web reinforcement 5, corner reinforcement 6, and lower chord 7. The wire mesh 3 is located on the lower surface of the concrete 1, the carbon fiber mesh 4 is located on the lower surface of the wire mesh 3, the upper chord 2 is located above the lower chord 7, the upper chord 2 and the lower chord 7 are welded to the lower chord 7 by resistance welding through the single web reinforcement 5, and the single web reinforcement 5 is welded to the corner reinforcement 6 by resistance welding.

[0015] Specifically, the height difference between the upper surface of concrete 1 and the slanted corner 6 is 2 cm, and the slanted corner 6 is located on both sides of the lower chord 7.

[0016] Specifically, the length of concrete 1 is equal to the length of the lower chord 7, and concrete 1 wraps around the lower chord 7, the slanted corner 6, and one end of the single web reinforcement 5.

[0017] In this invention, unless otherwise explicitly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0018] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely preferred examples and are not intended to limit the utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claimed utility model. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A modular building ribbed composite wall panel, comprising concrete (1), top chord (2), wire mesh (3), carbon fiber mesh (4), single web reinforcement (5), flared corner (6), and bottom chord (7), characterized in that: The wire mesh (3) is located on the lower surface of the concrete (1), the carbon fiber mesh (4) is located on the lower surface of the wire mesh (3), the upper chord (2) is located above the lower chord (7), the upper chord (2) and the lower chord (7) are welded together by resistance welding through a single web bar (5), and the single web bar (5) is welded together with the corner (6) by resistance welding.

2. The modular ribbed composite wall panel for building construction according to claim 1, characterized in that: The height difference between the upper surface of the concrete (1) and the slanted corner (6) is 2 cm, and the slanted corner (6) is located on both sides of the lower chord (7).

3. The modular ribbed composite wall panel for buildings according to claim 1, characterized in that: The length of the concrete (1) is equal to the length of the lower chord (7), and the concrete (1) wraps around the lower chord (7), the slant (6), and one end of the single web reinforcement (5).

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