Frame column self-locking type steel mould

Through the design of frame column self-locking steel molds, and the use of technical means such as assembly and self-locking bolts, the problem that traditional steel templates are difficult to adapt to different specifications and sizes is solved, and convenient formwork management and efficient concrete molding are achieved.

CN222893971UActive Publication Date: 2025-05-23GUIZHOU ZUNYI ROAD & BRIDGE ENG CO LTD
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Patent Information

Application Number
CN202421752815.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-23
Publication Date
2025-05-23
Estimated Expiration
2034-07-23

AI Technical Summary

Technical Problem

Traditional steel formwork is difficult to meet the needs of frame column manufacturing of different specifications and sizes, resulting in inconvenient template management.

Method used

A frame column self-locking steel mold is designed. Through the assembly of two long templates and two short templates, the cross-sectional size is adjusted using self-locking bolts and barrier mechanisms, which is suitable for frame column manufacturing with different cross-sectional sizes.

Benefits of technology

The construction without hinges is realized, which reduces the number of formwork configurations, facilitates management, prevents concrete from entering the connection hole and solidifies, and extends the service life of the cover.

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Abstract

The utility model discloses a frame column self-locking type steel mould, which relates to the technical field of steel mould plates, and comprises a frame column and a steel mould plate arranged on the outer side of the frame column, the steel mould plate comprises two long mould plates and two short mould plates, the two long mould plates and the two short mould plates are matched to abut against the outer side surface of the frame column, and the two short mould plates are detachably arranged between the two adjacent long mould plates. Two sets of side plates which are symmetrically distributed and abut against the long formworks in a matched mode are fixedly arranged on the sides, away from the frame columns, of the short formworks, and self-locking bolts matched with the side plates are movably arranged in the side plates. The two long formworks and the two short formworks are connected, self-locking and fixing are carried out through the self-locking bolts, reinforcement of the adjustable inclined struts is matched, hoop-free construction is achieved, the section size of the steel formwork is adjusted by assembling the formworks through the connecting holes in different positions, the steel formwork is suitable for manufacturing frame columns with different section sizes, and the construction efficiency is improved. The overall installation and reinforcement are convenient and fast, the turnover frequency is large, various sections can be adapted, the template configuration number is greatly reduced, and management is convenient.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel formwork, in particular to a self-locking steel formwork for a frame column. Background Art

[0002] Steel formwork is a steel formwork used for concrete pouring. In addition to steel formwork, there are also wooden formwork, plywood formwork, etc. Steel formwork is widely used in the forming and production of building structures such as frame columns due to its multiple uses and beautiful concrete pouring.

[0003] The frame column is the main vertical support structure that bears the load from the beams and slabs in the frame structure and transmits the load to the foundation. When making the frame column, it is necessary to first tie the steel bars to form a steel cage, then set up a steel formwork outside the steel cage, and then pour concrete into the steel formwork. After the concrete solidifies, the formwork is removed to form a frame column.

[0004] Traditional steel formworks are usually customized according to the shape and size of frame columns and are only suitable for frame columns of set sizes. In order to meet the manufacturing needs of frame columns of different specifications and sizes on the construction site, it is feasible to design the same steel formworks of different sizes separately, but it is inconvenient to manage many steel formworks of different sizes. Utility Model Content

[0005] In view of the shortcomings of the prior art, the utility model provides a self-locking steel mold for frame columns. The specific technical solution is as follows:

[0006] A self-locking steel formwork for a frame column comprises a frame column and a steel formwork arranged on the outside of the frame column, wherein the steel formwork comprises two long formworks and two short formworks which cooperate and abut against the outer side surface of the frame column, wherein the two short formworks are detachably arranged between two adjacent long formworks, and two groups of side plates which are symmetrically distributed and cooperate and abut against the long formworks are fixedly arranged on the side of the short formwork away from the frame column, wherein matching self-locking bolts are movably arranged in the side plates, wherein a plurality of groups of connecting holes are opened on one side of the long formwork, wherein one end of the self-locking bolt is threadedly connected in the connecting hole, and wherein a blocking mechanism is arranged in the connecting hole for blocking concrete flowing toward the connecting hole when pouring concrete.

[0007] By adopting the above technical solution, the cross-sectional size of the steel formwork is adjusted by using connection holes at different positions for formwork assembly, which is suitable for manufacturing frame columns with different cross-sectional sizes.

[0008] Optionally, the blocking mechanism includes a spring fixed on the inner side of the connecting hole, and a cover plate fixed on one end of the spring for sealing the opening of the connecting hole, a fixing ring is fixed on the side of the cover plate close to the spring, a sealing ring is fixed on the outer wall of the fixing ring for sealing the connection between the cover plate and the long template, and a plurality of groups of air guide holes communicating with the connecting hole are provided on the side of the long template facing away from the frame column.

[0009] By adopting the above technical solution, the blocking structure inner cover plate blocks the opening of the connection hole, and the sealing of the sealing ring is used to prevent the poured concrete from entering the connection hole and solidifying and fixing it, making it inconvenient to clean.

[0010] Optionally, a sleeve hole is provided at the screw end of the self-locking bolt, and a round ball is rotatably provided in the sleeve hole of the self-locking bolt and abuts against the cover plate.

[0011] By adopting the above technical solution and by switching the ball, the wear of the cover plate when the self-locking bolt rotates can be reduced, thereby extending the service life of the cover plate.

[0012] Optionally, a sealing mechanism is provided between the long formwork and the short formwork, and fixing grooves are provided on both sides of the short formwork. The sealing mechanism includes a sealing strip fixed in the fixing groove of the short formwork and abutting against the long formwork. The long formwork and the short formwork are fixedly installed with adjustable diagonal braces for reinforcing the steel formwork on one side facing away from the frame column.

[0013] By adopting the above technical solution, the sealing strip can seal the connection between the long formwork and the short formwork, which is beneficial to the forming of the frame column inside the steel formwork.

[0014] In summary, the present invention has at least one of the following beneficial effects:

[0015] 1. By connecting two long templates and two short templates, and using self-locking bolts for self-locking and fixing, and coordinating with adjustable diagonal braces, hoop-free construction is achieved. The cross-sectional size of the steel template is adjusted by using connection holes in different positions for template assembly. It is suitable for the manufacture of frame columns with different cross-sectional sizes. The overall installation and reinforcement is convenient and fast, with a large number of turnovers and can adapt to a variety of cross-sections, which greatly reduces the number of template configurations and facilitates management.

[0016] 2. By blocking the opening of the connection hole with the cover plate inside the blocking structure and cooperating with the sealing of the sealing ring, it can prevent the poured concrete from entering the connection hole and solidifying and fixing it inconvenient to clean. Moreover, through the transfer of the ball, it can reduce the wear of the cover plate when the self-locking bolt rotates, thereby extending the service life of the cover plate, which is convenient and practical. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a top view of the overall structure of the utility model;

[0018] Figure 2 It is a top view of the internal structure connection diagram of the long template and the short template of the utility model;

[0019] Figure 3 The utility model Figure 2 A magnified view of the structure in the middle;

[0020] Figure 4 The utility model Figure 2 A magnified view of the structure in middle B.

[0021] Explanation of the reference numerals: 1. Frame column; 2. Long template; 21. Connecting hole; 22. Spring; 23. Cover plate; 24. Fixing ring; 25. Sealing ring; 26. Air guide hole; 3. Short template; 31. Side plate; 32. Self-locking bolt; 33. Fixing groove; 34. Sealing strip; 35. Sleeve hole; 36. Ball; 4. Adjustable diagonal brace. DETAILED DESCRIPTION

[0022] The following is combined with Figure 1-4 The utility model is described in further detail.

[0023] The utility model embodiment discloses a self-locking steel mold for frame columns, referring to Figure 1 , including a frame column 1, and a steel template arranged on the outside of the frame column 1, the steel template includes two long templates 2 and two short templates 3 that are matched and abutted against the outer side of the frame column 1, the two short templates 3 are detachable and arranged between two adjacent long templates 2, and the two long templates 2 and the two short templates 3 are assembled to form a fixed steel template for the frame column 1.

[0024] Reference Figure 1-3 Two groups of side plates 31 are fixedly provided on the side of the short formwork 3 away from the frame column 1, which are symmetrically distributed and cooperate with the long formwork 2. Matching self-locking bolts 32 are movably provided in the side plates 31. A plurality of connecting holes 21 are opened on one side of the long formwork 2. One end of the self-locking bolt 32 is threadedly connected in the connecting hole 21. The side plate 31 can support and limit the self-locking bolt 32. The bolt end of the self-locking bolt 32 will abut against the outer wall of the side plate 31, and the bolt itself has a certain self-locking effect.

[0025] After the screw end of the self-locking bolt 32 is threadedly connected to the connecting hole 21, the long formwork 2 and the short formwork 3 can be connected, self-locked and fixed. During installation, the self-locking bolt 32 can be quickly rotated using tools such as an electric wrench, which is relatively convenient. After the self-locking bolt 32 is connected to the connecting holes 21 at different positions, the cross-sectional size of the steel formwork will be changed, which is suitable for the manufacture of frame columns 1 with different cross-sectional sizes.

[0026] Reference Figure 2-4A blocking mechanism is provided in the connection hole 21 for blocking concrete flowing toward the connection hole 21 when pouring concrete. The blocking mechanism includes a spring 22 fixedly arranged on the inner side of the connection hole 21, and a cover plate 23 fixedly arranged on one end of the spring 22 for blocking the opening of the connection hole 21. Under the elastic force of the spring 22, one side of the cover plate 23 will be flush with the outer wall of the long template 2, thereby blocking the opening of the connection hole 21.

[0027] Reference Figure 2-4 A fixing ring 24 is fixedly provided on one side of the cover plate 23 close to the spring 22, and a sealing ring 25 for sealing the connection between the cover plate 23 and the long template 2 is fixedly provided on the outer wall of the fixing ring 24. The fixing ring 24 can connect the cover plate 23 and the sealing ring 25, and the sealing ring 25 can seal the connection hole 21, so that the poured concrete will not enter the connection hole 21 under the sealing of the cover plate 23 and the sealing ring 25.

[0028] Reference Figure 2-4 A plurality of groups of air guide holes 26 communicating with the connecting hole 21 are provided on the side of the long template 2 facing away from the frame column 1. The air guide holes 26 can connect the air in the connecting hole 21 with the outside air, thereby preventing the cover plate 23 from being obstructed from continuing to move due to the inability to discharge the air in the cover plate 23 in time when the self-locking bolts 32 squeeze the cover plate 23.

[0029] Reference Figure 2-4 A sleeve hole 35 is provided at the screw end of the self-locking bolt 32, and a ball 36 that cooperates with the cover plate 23 is rotatably provided in the sleeve hole 35 of the self-locking bolt 32. The self-locking bolt 32 can support and limit the ball 36 through the sleeve hole 35. The connection method between the self-locking bolt 32 and the ball 36 is the same as the connection method of the rotating mechanism of the existing ball joint. Through the connection of the ball 36, the wear of the cover plate 23 during the rotation of the self-locking bolt 32 can be reduced, thereby extending the service life of the cover plate 23.

[0030] Reference Figure 1-2 A sealing mechanism is provided between the long formwork 2 and the short formwork 3, and fixing grooves 33 are provided on both sides of the short formwork 3. The sealing mechanism includes a sealing strip 34 fixed in the fixing groove 33 of the short formwork 3 and abutting against the long formwork 2. The short formwork 3 can accommodate and fix the sealing strip 34 through the fixing groove 33. The sealing strip 34 can seal the connection between the long formwork 2 and the short formwork 3, which is beneficial to the forming of the frame column 1 in the steel formwork.

[0031] Reference Figure 1The long formwork 2 and the short formwork 3 are fixedly installed with an adjustable diagonal brace 4 for reinforcing the steel formwork on one side away from the frame column 1. The adjustable diagonal brace 4 can be a diagonal brace rod used for lateral support of the formwork and with adjustable length. Its internal structure and principle have been disclosed and will not be described in detail here. The adjustable diagonal brace 4 can reinforce the long formwork 2 and the short formwork 3, so that the outer sides of the long formwork 2 and the short formwork 3 do not need to use reinforcement hoops, thereby realizing hoop-free construction.

[0032] The implementation principle of the self-locking steel mold of the frame column of the utility model embodiment is:

[0033] When in use, people can first tie the steel bars to form a steel cage, and then assemble the steel formwork outside the steel cage. When assembling, people can screw the self-locking bolts 32 on one side of the side plate 31 into the connecting holes 21 at the corresponding positions in the long formwork 2 according to the cross-sectional size of the frame column 1 to be manufactured, so as to connect, self-lock and fix the long formwork 2 and the short formwork 3. When all the self-locking bolts 32 are tightened, the two long formworks 2 and the two short formworks 3 will form a steel formwork for shaping the frame column 1, and then the steel formwork is reinforced by using the adjustable diagonal brace 4;

[0034] Then people can pour concrete into the steel formwork, and after the concrete solidifies and forms, a frame column 1 will be formed. Then people can remove the steel formwork outside the frame column 1 to be used in the manufacturing process of the frame column 1 of the next cross-sectional size;

[0035] When pouring concrete, due to the elastic force of the spring 22, one side of the cover plate 23 will be flush with the outer wall of the long template 2, thereby blocking the opening of the connecting hole 21. The sealing ring 25 seals the connection between the connecting hole 21 and the cover plate 23, which can prevent the poured concrete from entering the connecting hole 21 and solidifying and becoming inconvenient to clean.

[0036] The above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A frame column self-locking steel formwork, comprising a frame column (1) and a steel formwork arranged outside the frame column (1), the steel formwork comprising two long formworks (2) and two short formworks (3) that cooperate and abut against the outer side surface of the frame column (1), the two short formworks (3) being detachably arranged between two adjacent long formworks (2), characterized in that: Two groups of side plates (31) are fixedly provided on one side of the short formwork (3) away from the frame column (1) and are symmetrically distributed and cooperate with the long formwork (2). The side plates (31) are movably provided with matching self-locking bolts (32). A plurality of groups of connection holes (21) are provided on one side of the long formwork (2). One end of the self-locking bolt (32) is threadedly connected to the connection hole (21). The connection hole (21) is provided with a blocking mechanism for blocking concrete flowing toward the connection hole (21) when pouring concrete.

2. The self-locking steel formwork for frame columns according to claim 1 is characterized in that: The blocking mechanism comprises a spring (22) fixedly arranged inside the connecting hole (21), and a cover plate (23) fixedly arranged at one end of the spring (22) for blocking the opening of the connecting hole (21).

3. The self-locking steel formwork for frame columns according to claim 2 is characterized in that: A fixing ring (24) is fixedly provided on one side of the cover plate (23) close to the spring (22), and a sealing ring (25) for sealing the connection between the cover plate (23) and the long template (2) is fixedly provided on the outer wall of the fixing ring (24).

4. The self-locking steel formwork for frame columns according to claim 3 is characterized in that: A plurality of groups of air guide holes (26) communicating with the connection holes (21) are provided on a side of the long template (2) facing away from the frame column (1).

5. The self-locking steel formwork for frame columns according to claim 4 is characterized in that: A sleeve hole (35) is provided at the screw end of the self-locking bolt (32), and a round ball (36) is rotatably provided in the sleeve hole (35) of the self-locking bolt (32) and is in contact with the cover plate (23).

6. The self-locking steel formwork for frame columns according to claim 1, characterized in that: A sealing mechanism is provided between the long template (2) and the short template (3).

7. The self-locking steel formwork for frame columns according to claim 6, characterized in that: The short template (3) is provided with fixing grooves (33) on both sides, and the sealing mechanism comprises a sealing strip (34) fixed in the fixing groove (33) of the short template (3) and cooperating with the long template (2) to abut against the long template (2).

8. The self-locking steel formwork for frame columns according to claim 1, characterized in that: An adjustable diagonal brace (4) for reinforcing the steel formwork is fixedly installed on the side of the long formwork (2) and the short formwork (3) facing away from the frame column (1).