A special-shaped building steel formwork assembly

By designing Z-shaped, rectangular, and T-shaped template components and reinforcement structures, the problem of irregularly shaped beam and column components not conforming to specifications during concrete pouring was solved, ensuring the flatness and verticality of the concrete.

CN224478712UActive Publication Date: 2026-07-10

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Filing Date
2025-07-11
Publication Date
2026-07-10

AI Technical Summary

Technical Problem

In construction engineering, it is difficult to ensure that the flatness and verticality of irregularly shaped beam and column components meet the specifications after concrete pouring.

Method used

By using Z-shaped, rectangular, T-shaped, and edge-sealed templates and connecting them with bolts, combined with the design of vertical bars and reinforced horizontal, vertical, and diagonal ribs, customized steel template components are formed to ensure the stability and strength of the template.

Benefits of technology

This ensures that the flatness and verticality of the concrete after molding meet the specifications, and avoids lateral bending of the formwork and deformation caused by thermal expansion and contraction during the pouring process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a kind of special-shaped building steel formwork assemblies, including L-shaped steel formwork by bolt fixed connection in the front and back two sides of stand column: the front and back two sides of the stand column are fixedly connected with Z-shaped steel formwork by bolt, the Z-shaped steel formwork is fixedly connected with L-shaped steel formwork by bolt, the right side of two Z-shaped steel formwork is fixedly connected with rectangular formwork by bolt, the right side of the stand column is fixedly connected with two T-shaped support formwork by bolt, the front and back two sides of the stand column are fixedly connected with two L-shaped reinforcing steel by bolt, the utility model is customized design and mutually cooperates by Z-shaped steel formwork, rectangular formwork, T-shaped support formwork and edge covering formwork, and further make the steel formwork of special-shaped combination can be spliced into adaptive geometric shape, that is, the purpose that the flatness, perpendicularity after concrete forming meet specification requirement can be achieved.
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Description

Technical Field

[0001] This utility model belongs to the field of building steel formwork technology, and in particular relates to an irregular-shaped building steel formwork component. Background Technology

[0002] In construction projects, there are often irregularly combined beam and column components. In order to provide forming boundaries during concrete pouring and ensure that the component dimensions and inclination parameters meet the design requirements, a building steel formwork component has been designed. Through customized design, the irregularly combined steel formwork can be spliced ​​and combined into a suitable geometric shape, so that the flatness and verticality of the concrete after molding meet the specifications. Summary of the Invention

[0003] The purpose of this utility model is to provide an irregularly shaped steel formwork assembly for buildings, which enables the flatness and verticality of the concrete after molding to meet the specifications, thereby solving the aforementioned technical problems.

[0004] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A special-shaped building steel formwork assembly includes L-shaped steel formwork fixedly connected to the front and rear sides of a column by bolts; Z-shaped steel formwork is fixedly connected to the front and rear sides of the column by bolts; the Z-shaped steel formwork is fixedly connected to the L-shaped steel formwork by bolts; rectangular formwork is fixedly connected to the right side of the two Z-shaped steel formworks by bolts; two T-shaped support formworks are fixedly connected to the right side of the column by bolts; two L-shaped reinforcing steels are fixedly connected to the front and rear sides of the column by bolts; the T-shaped support formworks are fixedly connected to the L-shaped reinforcing steels by bolts; edge-sealing formworks are fixedly connected to the right side of the two rectangular formworks by bolts; and a concrete beam is poured between the Z-shaped steel formworks, rectangular formworks, T-shaped support formworks, and edge-sealing formworks.

[0005] Preferably, the L-shaped reinforcing steel is located on the upper and lower sides of the L-shaped steel template and the Z-shaped steel template, respectively, and both L-shaped reinforcing steels are fixedly connected to the L-shaped steel template and the Z-shaped steel template by bolts.

[0006] Preferably, a vertical bar is provided below the concrete beam, and wide panels are fixedly connected to both the upper and lower sides of the vertical bar.

[0007] Preferably, the top of the wide panel abuts against the bottom of the T-shaped support template, and the inner cavities of the L-shaped steel template, Z-shaped steel template, rectangular template, T-shaped support template and edge-wrapping template are all welded with reinforcing horizontal ribs.

[0008] Preferably, the inner cavities of the L-shaped steel template, Z-shaped steel template, rectangular template, T-shaped support template, and edge-wrapping template are all welded with reinforcing vertical ribs.

[0009] Preferably, the inner cavities of both the L-shaped and Z-shaped steel templates are welded with reinforcing diagonal ribs.

[0010] The beneficial effects of this utility model are:

[0011] 1. This utility model, through the customized design and mutual cooperation of Z-shaped steel formwork, rectangular formwork, T-shaped support formwork and edge-wrapping formwork, enables irregularly shaped steel formwork to be spliced ​​and combined into a suitable geometric shape, thereby achieving the purpose of ensuring that the flatness and verticality of the concrete after molding meet the specifications.

[0012] 2. This utility model, through the combined use of vertical rods and wide panels, can provide support for the T-shaped support formwork, thereby preventing the T-shaped support formwork from bending laterally during concrete pouring.

[0013] 3. By using reinforced horizontal ribs and reinforced vertical ribs in combination, this utility model can provide reinforced support to the inner cavity of each steel formwork, thus avoiding deformation of the formwork due to thermal expansion and contraction. Attached Figure Description

[0014] in:

[0015] Figure 1 This is a front view schematic diagram of one embodiment of the present utility model;

[0016] Figure 2 This is a left-side view of one embodiment of the present invention;

[0017] Figure 3 This is a front view split diagram of one embodiment of the present utility model;

[0018] Figure 4 This is one embodiment of the present utility model. Figure 3 Enlarged view of a portion of the image.

[0019] The attached diagram lists the components represented by each number as follows:

[0020] 1. Columns, 2. L-shaped steel formwork, 3. Z-shaped steel formwork, 4. Rectangular formwork, 5. T-shaped support formwork, 6. L-shaped reinforcing steel, 7. Edge-sealing formwork, 8. Concrete beams, 9. Vertical bars, 10. Wide panels, 11. Reinforcing horizontal bars, 12. Reinforcing vertical bars, 13. Reinforcing diagonal bars. Detailed Implementation

[0021] In the following description, embodiments of the building steel formwork assembly of this utility model will be described with reference to the accompanying drawings.

[0022] Example 1: Figure 1-4This invention illustrates an embodiment of an irregularly shaped steel formwork assembly for construction, comprising L-shaped steel formwork 2 bolted to the front and rear sides of a column 1; Z-shaped steel formwork 3 bolted to both sides of the column 1, the Z-shaped steel formwork 3 being bolted to the L-shaped steel formwork 2; rectangular formwork 4 bolted to the right side of each Z-shaped steel formwork 3; two T-shaped support formwork 5 bolted to the right side of the column 1; and two L-shaped reinforcing steel 6 bolted to both sides of the column 1, the T-shaped support formwork 5 being bolted to the L-shaped reinforcing steel 6; the right side of each rectangular formwork 4 is bolted to... A concrete beam 8 is poured between the edge-sealing template 7, the Z-shaped steel template 3, the rectangular template 4, the T-shaped support template 5, and the edge-sealing template 7, which are fixedly connected by bolts. Two L-shaped reinforcing steels 6 are located on the upper and lower sides of the L-shaped steel template 2 and the Z-shaped steel template 3, respectively. Both L-shaped reinforcing steels 6 are fixedly connected to the L-shaped steel template 2 and the Z-shaped steel template 3 by bolts. A vertical rod 9 is set below the concrete beam 8. Wide panels 10 are fixedly connected to the upper and lower sides of the vertical rod 9. Through the cooperation of the vertical rod 9 and the wide panels 10, the T-shaped support template 5 can be supported, which can prevent the T-shaped support template 5 from bending during the concrete pouring process.

[0023] Example 2: Figure 1-4 This invention illustrates an embodiment of an irregularly shaped steel formwork assembly for construction, comprising L-shaped steel formwork 2 bolted to the front and rear sides of a column 1; Z-shaped steel formwork 3 bolted to both sides of the column 1, the Z-shaped steel formwork 3 being bolted to the L-shaped steel formwork 2; rectangular formwork 4 bolted to the right side of each of the two Z-shaped steel formwork 3; two T-shaped support formwork 5 bolted to the right side of the column 1; two L-shaped reinforcing steel 6 bolted to both sides of the column 1, the T-shaped support formwork 5 being bolted to the L-shaped reinforcing steel 6; and edge-sealing formwork 7 bolted to the right side of each of the two rectangular formwork 4. The Z-shaped steel formwork 3, rectangular formwork 4, and rectangular formwork 4 are further described. A concrete beam 8 is poured between the L-shaped template 4, the T-shaped support template 5, and the edge-sealing template 7. The top of the wide panel 10 abuts against the bottom of the T-shaped support template 5. The inner cavities of the L-shaped steel template 2, the Z-shaped steel template 3, the rectangular template 4, the T-shaped support template 5, and the edge-sealing template 7 are all welded with reinforcing horizontal bars 11. The inner cavities of the L-shaped steel template 2, the Z-shaped steel template 3, the rectangular template 4, the T-shaped support template 5, and the edge-sealing template 7 are all welded with reinforcing vertical bars 12. Through the combined use of the reinforcing horizontal bars 11 and the reinforcing vertical bars 12, the inner cavities of each steel template can be reinforced with support, which can prevent the template from deforming due to thermal expansion and contraction. The inner cavities of the L-shaped steel template 2 and the Z-shaped steel template 3 are all welded with reinforcing diagonal bars 13.

[0024] Working Principle: When using this utility model, the user customizes the template according to needs, pre-measurement, and subsequent design. When needed, the L-shaped steel template 2 is first fixed to the surface of the column 1 with bolts. Then, the Z-shaped steel template 3 is fixedly connected to the L-shaped steel template 2. Next, the L-shaped reinforcing steel 6 is fixedly connected to the surface of the column 1, and bolts are used to fix the L-shaped reinforcing steel 6 to the L-shaped steel template 2 and the Z-shaped steel template 3, thereby providing reinforcement and support for the L-shaped steel template 2 and the Z-shaped steel template 3. Then, the T-shaped support template 5 is fixed to the right side of the column 1, and the rectangular template 4 is fixed to the top of the T-shaped support template 5 with bolts. Then, the edge-sealing template 7 is fixedly connected to the rectangular template 4 and the T-shaped support template 5, thus providing a forming boundary during concrete pouring. This allows the irregularly shaped steel templates to be spliced ​​and combined into a suitable geometric shape, ensuring that the flatness and verticality of the concrete after molding meet the specifications.

[0025] In summary, this building steel formwork assembly, through the customized design and mutual cooperation of Z-shaped steel formwork 3, rectangular formwork 4, T-shaped support formwork 5 and edge-sealing formwork 7, enables irregularly shaped steel formwork to be spliced ​​and combined into a suitable geometric shape, thereby achieving the goal of ensuring that the flatness and verticality of the concrete after molding meet the specifications.

Claims

1. A steel formwork assembly for irregularly shaped buildings, characterized in that, The structure includes L-shaped steel templates (2) that are bolted to the front and rear sides of the column (1); Z-shaped steel templates (3) are bolted to the front and rear sides of the column (1); Z-shaped steel templates (3) are bolted to the L-shaped steel templates (2); rectangular templates (4) are bolted to the right sides of the two Z-shaped steel templates (3); two T-shaped support templates (5) are bolted to the right side of the column (1); two L-shaped reinforcing steels (6) are bolted to the front and rear sides of the column (1); T-shaped support templates (5) are bolted to the L-shaped reinforcing steels (6); edging templates (7) are bolted to the right sides of the two rectangular templates (4); and a concrete beam (8) is poured between the Z-shaped steel templates (3), rectangular templates (4), T-shaped support templates (5) and edging templates (7).

2. The irregular-shaped building steel formwork assembly according to claim 1, characterized in that, The two L-shaped reinforcing steels (6) are located on the upper and lower sides of the L-shaped steel template (2) and the Z-shaped steel template (3), respectively. The two L-shaped reinforcing steels (6) are fixedly connected to the L-shaped steel template (2) and the Z-shaped steel template (3) by bolts.

3. The irregular-shaped building steel formwork assembly according to claim 2, characterized in that, A vertical rod (9) is provided below the concrete beam (8), and a wide panel (10) is fixedly connected to both the upper and lower sides of the vertical rod (9).

4. The irregular-shaped building steel formwork assembly according to claim 3, characterized in that, The top of the wide panel (10) abuts against the bottom of the T-shaped support template (5), and the inner cavities of the L-shaped steel template (2), Z-shaped steel template (3), rectangular template (4), T-shaped support template (5) and edge-wrapping template (7) are all welded with reinforcing horizontal ribs (11).

5. The irregular-shaped building steel formwork assembly according to claim 4, characterized in that, The inner cavities of the L-shaped steel template (2), Z-shaped steel template (3), rectangular template (4), T-shaped support template (5) and edge-wrapping template (7) are all welded with reinforcing vertical ribs (12).

6. The irregular-shaped building steel formwork assembly according to claim 5, characterized in that, The inner cavities of the L-shaped steel template (2) and the Z-shaped steel template (3) are both welded with reinforcing diagonal ribs (13).