Super-thick corner wall penetrating-free screw formwork reinforcing device

Abstract

The utility model discloses a screw-penetrating-free formwork reinforcing device for a super-thick corner wall, which is characterized in that an external corner of a core tube wall body is fixed by adopting a reinforcing back ridge, one end of the reinforcing back ridge extends outwards for a certain length, and two aluminum alloy formworks are connected into a whole by enabling a thickened screw to penetrate through perforated angle iron welded on the back ridge; therefore, the fixation without penetrating the screw rod is realized; a right-angle back ridge is arranged at the internal corner position of a core tube wall, the right-angle back ridge and a common back ridge are connected through a wall penetrating screw at the non-corner position of the wall, the integrity of the aluminum alloy formwork is guaranteed, and the formwork is convenient to disassemble and assemble. Square steel of the back arris is changed into I-shaped steel, so that the strength of the back arris is improved, the connecting strength of the back arris at the corner and the back arris on the wall surface is enhanced, and the purpose that the screw does not penetrate through the super-thick corner wall is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a screw-free formwork reinforcement device for an ultra-thick corner wall, which is particularly suitable for the assembly construction of aluminum formwork at the corners of a core tube or a shear wall of a super-high-rise building. Background Art

[0002] In super-high-rise buildings, the core tube is typically constructed of rigid concrete components, resulting in thick walls. Quality control of the core tube concrete during pouring is crucial for construction. Traditionally, aluminum alloy formwork has been reinforced with through-the-wall screws. However, due to limitations in the placement of wall reinforcement and steel frames, as well as the thickness of the wall, this makes it difficult to ensure the quality of the concrete pour. Therefore, an efficient and cost-effective formwork reinforcement method is urgently needed to improve construction quality and efficiency. Utility Model Content

[0003] The purpose of the utility model is to provide a super-thick corner wall screw-free formwork reinforcement device to solve the problems raised in the above background technology.

[0004] In order to solve the above technical problems, the technical solution provided by the utility model is: an ultra-thick corner wall screw-free formwork reinforcement device, which is arranged on the outside of the aluminum formwork, including two groups of back ribs arranged at the inner corner or the outer corner, and the back ribs include two symmetrically arranged ribs, and a connecting piece is provided between the two ribs.

[0005] As a preferred solution, at the external corner, the ribs are I-steels, the connectors are connecting square steels, two I-steels are welded to the connecting square steels, and a plurality of angle steels with holes are welded on the outer sides of the two I-steels;

[0006] The screw rod passes through the angle steel with holes between the two groups of back ribs and is connected and fixed by a tension nut. A gasket is provided between the tension nut and the angle steel with holes.

[0007] As a preferred solution, at the inner corner, the ribs are back-ribbed square steel and the connectors are connecting steel plates;

[0008] Two sets of back ribs are made into right-angle shapes to form right-angle back ribs, and the aluminum mold is fixed by the right-angle back ribs;

[0009] The right-angle back ribs are connected to the common back ribs via through-wall bolts at the non-corner part of the wall.

[0010] As a preferred solution, the number of the angle steels with holes is 3.

[0011] As a preferred solution, the screw diameter is not less than 28 mm.

[0012] Compared with the existing technology, the advantages of this utility model are: simple structure, quick operation, convenient construction, can greatly save material waste while ensuring the quality of the constructed concrete structure, improve the efficiency of assembling aluminum alloy formwork and avoid unnecessary loss of screws caused by construction, and have high practical value and promotion value. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 The utility model is a structural schematic diagram of the external corner of a screw-free formwork reinforcement device for an ultra-thick corner wall.

[0014] Figure 2 The utility model is a structural schematic diagram of the inner corner of a screw-free formwork reinforcement device for an ultra-thick corner wall.

[0015] As shown in the figure: 1. I-beam, 2. Angle steel with holes, 3. Connecting square steel, 4. Screw, 5. Tie nut, 6. Washer, 7. Back corrugated square steel, 8. Connecting steel plate. DETAILED DESCRIPTION

[0016] To make the purpose, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings herein can be arranged and designed in various different configurations.

[0017] In the description of the embodiments of the present invention, it should be noted that if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the accompanying drawings, or the orientation or position relationship in which the product of the utility model is usually placed when in use. It is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation. Therefore, it should not be understood as limiting the present invention. In addition, the terms "first", "second", "third", etc. are only used to distinguish the description and should not be understood as indicating or implying relative importance.

[0018] Furthermore, the use of terms such as "horizontal," "vertical," and "overhanging" does not necessarily imply that the component must be absolutely horizontal or overhanging, but rather that it can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," not that the structure must be completely horizontal, but rather that it can be slightly tilted.

[0019] In the description of the embodiments of the present invention, “a plurality of” means at least 2.

[0020] In the description of the embodiments of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "disposed," "installed," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to mechanical connections or electrical connections; they can refer to direct connections or indirect connections through an intermediate medium; and they can refer to internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0021] The invention discloses a screw-free formwork reinforcement device for an ultra-thick corner wall, which is arranged on the outside of an aluminum formwork and includes two groups of back ribs arranged at a concave corner or a convex corner. The back ribs include two symmetrically arranged ribs with a connector provided between the two ribs.

[0022] At the external corner, the rib is an I-steel 1, and the connecting piece is a connecting square steel 3. Two I-steels 1 are welded to the connecting square steel 3. Three angle steels with holes 2 are welded on the outside of the two I-steels 1. A screw 4 with a diameter of not less than 28 mm passes through the angle steels with holes 2 between the two groups of back ribs and is connected and fixed by a tension nut 5. A gasket 6 is provided between the tension nut 5 and the angle steels with holes 2.

[0023] At the inner corner, the ribs are back rib square steel 7, and the connecting parts are connecting steel plates 8; two groups of back ribs are made into right-angle shapes to form right-angle back ribs, and the aluminum mold is fixed by the right-angle back ribs; the right-angle back ribs and ordinary back ribs are connected by through-wall bolts at the wall of the non-corner part.

[0024] This new design features reinforced back ribs made of I-beams and square steel, along with perforated angle iron welded to the back ribs. By designing screws on the outer sides of the reinforced back ribs and corners, screw-free reinforcement is achieved, improving the assembly efficiency and construction quality of the aluminum alloy formwork. The back ribs at the internal corners are welded together by two steel plates to create a right-angled shape, securing the aluminum alloy formwork.

[0025] External Corner Reinforcement: At the external corners of the core tube wall, two I-beams and square steel are welded together, with three perforated angles welded to one end to form a reinforced back rib. The aluminum alloy formwork is secured with this reinforced back rib. One end of this reinforced back rib extends outward for a certain distance, and a thickened screw passes through the perforated angles welded to the back rib, connecting the two aluminum formworks into a single piece.

[0026] Internal corner reinforcement: At the internal corners of the core tube wall, two square steel bars are welded together through steel plates to form a right-angled back rib, which secures the aluminum alloy formwork. This back rib is connected to the standard back rib via through-wall screws in the non-corner areas of the wall, ensuring the integrity of the aluminum film while facilitating assembly and disassembly of the aluminum formwork.

[0027] The utility model realizes screw-free reinforcement of ultra-thick corner positions by strengthening the back ribs and the back rib connection method.

[0028] During the specific implementation of the present invention, the preparation stage is as follows: the required materials are prepared according to the construction drawings, including an electric drill, a torque wrench, a hammer, an air compressor, a bench drill, a portable electric saw, a portable electric planer, an electric welder, wire cutters, an ink fountain, chalk line tape, tension screws, tension nuts, etc.

[0029] Assemble the formwork: Assemble the aluminum formwork piece by piece according to the construction sequence. Use thickened screws through the perforated angle iron to connect the two aluminum formwork pieces. Ensure that all contact surfaces and edges of the formwork are cleaned and oiled.

[0030] Installation of back ribs: The reinforced back ribs of internal and external corners are processed into finished products by the manufacturer and then sent to the site. They can be directly assembled during the construction process. After the aluminum alloy template is assembled, it can be used at the external corner position. Figure 1 The I-beam reinforced back ribs are connected by thickened screws, bolts and washers; the inner corner position is used Figure 2 The right-angle back rib shown is fixed and connected to the ordinary back rib via wall-penetrating screws.

[0031] Concrete pouring: After the formwork is installed, concrete pouring is carried out. During the pouring process, pay attention to controlling the concrete quality and pouring speed to avoid bubbles and voids.

[0032] Curing and demolding: After the concrete is poured, it is cured and demolded after the concrete reaches the specified strength. During the demolding process, pay attention to protecting the concrete surface to avoid damage.

[0033] The above description of the present invention and its embodiments is non-limiting. The drawings show only one embodiment of the present invention, and the actual structure is not limited thereto. In short, if a person skilled in the art is inspired by the above, and does not deviate from the purpose of the present invention, without creatively designing a structure and embodiment similar to the technical solution, they shall fall within the scope of protection of the present invention.

Claims

1. An ultra-thick corner wall screw-free formwork reinforcement device, arranged on the outside of the aluminum formwork, characterized by: The invention comprises two groups of back ribs arranged at the inner corner or the outer corner. The back ribs comprise two symmetrically arranged ribs, and a connecting piece is provided between the two ribs.

2. The ultra-thick corner wall screw-free formwork reinforcement device according to claim 1, characterized in that: At the external corner, the ribs are I-steels, the connectors are connecting square steels, two I-steels are welded to the connecting square steels, and a number of angle steels with holes are welded on the outside of the two I-steels; The screw rod passes through the angle steel with holes between the two groups of back ribs and is connected and fixed by a tension nut. A gasket is provided between the tension nut and the angle steel with holes.

3. The ultra-thick corner wall screw-free formwork reinforcement device according to claim 1, characterized in that: At the inner corner, the ribs are back-ribbed square steel and the connectors are connecting steel plates; Two sets of back ribs are made into right-angle shapes to form right-angle back ribs, and the aluminum mold is fixed by the right-angle back ribs; The right-angle back ribs are connected to the common back ribs via through-wall bolts at the non-corner part of the wall.

4. The ultra-thick corner wall screw-free formwork reinforcement device according to claim 2, characterized in that: The number of the angle steels with holes is 3.

5. The ultra-thick corner wall screw-free formwork reinforcement device according to claim 2, characterized in that: The screw diameter is not less than 28 mm.

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