Corrugated steel reinforced profile steel member

By setting up connection holes and support structures in corrugated steel reinforced steel components, the problem of insufficient bearing capacity and deformation resistance of corrugated steel structure is solved, the strength improvement and stress distribution uniformity of the combined structure are achieved, and the stability of the waveform is ensured. Aesthetic.

CN222335098UActive Publication Date: 2025-01-10HENGSHUI YITONG PIPE IND CO LTD
View PDF 1 Cites 0 Cited by

Patent Information

Application Number
CN202421242811.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-03
Publication Date
2025-01-10
Estimated Expiration
2034-06-03

AI Technical Summary

Technical Problem

The existing corrugated steel structures have low load-bearing capacity and deformation resistance, and there are problems of stress concentration when combined with other steel components, which cannot effectively improve the strength and stability of the combined structure.

Method used

A corrugated steel reinforced steel member is designed, by providing a first connection hole at the trough position of the corrugated steel and a second connection hole corresponding to it on the lower flange, the arc shape is supported by a side web and/or a middle web. The upper flange makes it in contact with the crest of corrugated steel, avoid stress concentration, and control wave deformation through the transverse hole distance.

Benefits of technology

The load-bearing capacity and deformation resistance of the combined structure are improved, the stability and aesthetics of the waveform are ensured, and other components are easy to install.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN222335098U_ABST
    Figure CN222335098U_ABST
Patent Text Reader

Abstract

The utility model provides a corrugated steel reinforced type steel member which comprises corrugated steel and a lower flange, a plurality of first connecting holes are formed in the wave trough position of the corrugated steel, a plurality of second connecting holes are formed in the lower flange, and the second connecting holes correspond to the first connecting holes one by one and can be connected with the first connecting holes through bolt assemblies. An upper flange is supported above the lower flange through a side web plate and / or a middle web plate, the upper flange is arc-shaped, the arc shape of the upper flange conforms to the waveform of the corrugated steel, and the upper flange is supported below the wave crest of the corrugated steel. The upper flange is supported through the side webs and / or the middle web, the supporting strength is guaranteed, the upper flange is in an arc shape conforming to the waveform of the corrugated steel, the contact area between the upper flange and the corrugated steel is greatly increased, stress concentration cannot be caused, and the stability of the waveform can be guaranteed; after the lower flange is connected with the corrugated steel through the first connecting holes and the second connecting holes, as the transverse pitch is the pitch of a standard waveform, the pitch of the waveform can be controlled and the deformation of the lower flange can be limited after the lower flange is mounted.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of steel structures, in particular to a corrugated steel reinforced steel component. Background Art

[0002] Corrugated steel is increasingly used and in greater demand. Simple corrugated steel structures can no longer meet some unique needs, such as super-high fill, local reinforcement of openings, etc. Therefore, a combination of multiple structures is required to improve its bearing capacity and deformation resistance. However, existing steel sections or other steel components cannot be well combined with corrugated steel, or are not very well matched. Some of them will cause stress concentration and damage the corrugated steel structure. For example, the patent number is "201920972596.X", the patent name is "A tunnel corrugated steel lining composite component", and the publication date is June 19, 2020. The composite component does not improve the strength of the composite corrugated steel.

[0003] Therefore, it is urgent to develop a corrugated steel reinforced steel member to improve the bearing capacity and deformation resistance of the composite structure. Utility Model Content

[0004] The embodiment of the utility model provides a corrugated steel reinforced steel component, which is used to solve the problem that the existing corrugated steel is used alone and has low bearing capacity and deformation resistance.

[0005] In order to overcome the above technical problems, according to an embodiment of the utility model, a corrugated steel reinforced steel member is provided, comprising corrugated steel, wherein a plurality of first connection holes are opened at the trough position of the corrugated steel;

[0006] It also includes a lower flange, which is provided with a plurality of second connection holes, which correspond to the first connection holes one by one and can be connected by a bolt assembly; an upper flange is supported above the lower flange by side webs and / or middle webs, and the upper flange is arc-shaped, and the arc shape of the upper flange matches the waveform of the corrugated steel, and the upper flange is supported below the crest of the corrugated steel.

[0007] In some embodiments, the upper flange is supported by side webs above the lower flange, one upper flange corresponds to two side webs, the upper ends of the two side webs are respectively connected to the two sides of the upper flange, and the lower ends are connected to the upper surface of the lower flange.

[0008] In some embodiments, the upper flange is supported by a middle web above the lower flange, one upper flange corresponds to one middle web, the upper end of one middle web is connected to the middle part of the upper flange, and the lower end is connected to the upper surface of the lower flange.

[0009] In some embodiments, the upper flange is supported by side webs and a middle web above the lower flange, and one upper flange corresponds to two side webs and one middle web; the upper ends of the two side webs are respectively connected to the two sides of the upper flange, and the lower ends are connected to the upper surface of the lower flange; the upper end of a middle web is connected to the middle part of the upper flange, and the lower end is connected to the upper surface of the lower flange.

[0010] In some embodiments, the side web is connected to the upper flange and the lower flange by welding.

[0011] In some embodiments, the middle web is connected to the upper flange and the lower flange by welding.

[0012] In some embodiments, the lower flange is a flat plate.

[0013] The technical solution provided by the embodiment of the utility model may include the following beneficial effects:

[0014] The utility model supports the upper flange by the side web and / or the middle web, thereby ensuring the supporting strength; the upper flange is an arc shape that matches the waveform of the corrugated steel; the contact surface between the upper flange and the corrugated steel is greatly increased, stress concentration will not be caused, and the stability of the waveform can be ensured; after the lower flange is connected to the corrugated steel through the first connecting hole and the second connecting hole, since the lateral hole spacing is the hole spacing of the standard waveform, after installation is completed, the distance of the wave spacing can be controlled to limit its deformation; the bearing capacity and anti-deformation ability of the combined structure are improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The accompanying drawings herein are incorporated in and constitute a part of the specification, illustrate embodiments consistent with the present utility model, and together with the description, are used to explain the principles of the present utility model.

[0016] Figure 1 It is a structural schematic diagram of a corrugated steel reinforced steel member disclosed in an embodiment of the present disclosure;

[0017] Figure 2 is a schematic diagram of an upper flange support structure in one embodiment of the present disclosure;

[0018] Figure 3 is a schematic diagram of another upper flange support structure in the embodiment of the present disclosure;

[0019] Figure 4 It is a schematic diagram of another upper flange support structure in the embodiment of the present disclosure.

[0020] In the figure, 1, corrugated steel; 2, first connecting hole; 3, lower flange; 4, second connecting hole; 5, side web; 6, middle web; 7, upper flange. DETAILED DESCRIPTION

[0021] Among them, the drawings are only used for illustrative explanations, and they only represent schematic diagrams rather than actual pictures, and should not be understood as limitations on this patent; in order to better illustrate the embodiments of the utility model, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of the actual product; for those skilled in the art, it is understandable that some well-known structures and their descriptions in the drawings may be omitted.

[0022] The same or similar numbers in the drawings of the embodiments of the present invention correspond to the same or similar parts; in the description of the present invention, it should be understood that if the terms "upper", "lower", "left", "right", "inner", "outer", etc. appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, the terms describing the position relationship in the drawings are only used for illustrative purposes and cannot be understood as a limitation on this patent. For ordinary technicians in this field, the specific meanings of the above terms can be understood according to specific circumstances.

[0023] like Figure 1 As shown, a corrugated steel reinforced steel member includes a corrugated steel 1, a plurality of first connection holes 2 are provided at the trough position of the corrugated steel 1, and a row of first connection holes 2 is provided in each trough, and the first connection holes 2 in the same row are arranged evenly spaced. The corrugated steel 1 is also matched with a lower flange 3. In this specific embodiment, the lower flange 3 is a flat plate structure, and a plurality of second connection holes 4 are provided on the lower flange 3. The second connection holes 4 correspond to the first connection holes 2 one by one, and can be connected by a bolt assembly, so that the lower flange 3 is combined with the corrugated steel 1. An upper flange 7 is supported above the lower flange 3 by a side web 5 and / or a middle web 6. The upper flange 7 is arc-shaped, and the arc shape of the upper flange 7 is consistent with the waveform of the corrugated steel 1. The upper flange 7 is supported below the crest of the corrugated steel 1. The contact area between the upper flange 7 and the corrugated steel 1 is greatly increased, which will not cause stress concentration. The side webs 5 and / or the middle webs 6 play a supporting role to ensure the stability of the waveform. The lower flange 3 is a flat plate. After being connected to the corrugated steel 1 through the first connecting hole 2 and the second connecting hole 4, since the transverse hole spacing is the hole spacing of the standard waveform, after installation, the wave spacing distance can be controlled to limit its deformation.

[0024] like Figure 1 , 2As shown, as one of the specific embodiments of the corrugated steel reinforced steel member, the upper flange 7 is supported by the side webs 5 above the lower flange 3, one upper flange 7 corresponds to two side webs 5, the upper ends of the two side webs 5 are respectively welded to the two sides of the upper flange 7, and the lower ends are welded to the upper surface of the lower flange 3, that is, one upper flange 7 plays a supporting role through the two side webs 5 to ensure the stability of the corrugated steel 1, and is pressed under the crest of the corrugated steel 1 to ensure that stress will not be concentrated.

[0025] like Figure 1 , 3 As shown, as another specific embodiment of the corrugated steel reinforced steel member, the upper flange 7 is supported by the middle web 6 above the lower flange 3, one upper flange 7 corresponds to one middle web 6, the upper end of a middle web 6 is welded to the middle part of the upper flange 7, and the lower end is welded to the upper surface of the lower flange 3, and a middle web 6 supports the upper flange 7 in a vertical state to ensure the stability of the corrugated steel 1, and is placed under the crest of the corrugated steel 1 to ensure that stress will not be concentrated.

[0026] like Figure 1 , 4 As shown, as another specific embodiment of the corrugated steel reinforced steel member, which is also the one with the strongest supporting force, the upper flange 7 is supported by the side webs 5 and the middle webs 6 above the lower flange 3, and one upper flange 7 corresponds to two side webs 5 and one middle web 6. The upper ends of the two side webs 5 are respectively welded to the two sides of the upper flange 7, and the lower ends are welded to the upper surface of the lower flange 3; the upper end of a middle web 6 is welded to the middle part of the upper flange 7, and the lower end is welded to the upper surface of the lower flange 3. That is, the upper flange 7 plays a supporting role through a middle web 6 and two side webs 5 to ensure the stability of the corrugated steel 1, and it is pressed under the crest of the corrugated steel 1 to ensure that the stress will not be concentrated.

[0027] The above three support methods can be selected according to different loads. The side webs 5 and / or the middle webs 6 are combined with the corrugated steel 1 to increase the contact surface and will not cause stress concentration. The lateral hole spacing of the second connecting holes 4 of the lower flange 3 corresponds to the wave spacing of the corrugated steel 1, which can effectively limit the deformation of the corrugated shape after installation. The material of the lower flange 3, the side webs 5 and / or the middle web 6 and the upper flange 7 is also steel. After being combined with the corrugated steel 1, the moment of inertia is greatly increased (more than 1 times), which greatly improves the bearing capacity. The installation is simple. After the installation is completed, the inner wall or outer wall of the corrugated steel 1 becomes a flat surface, which is beneficial to improve its aesthetics and is also convenient for installing other components (such as welding other hanging parts).

[0028] Those skilled in the art will readily appreciate other embodiments of the present invention after considering the specification and practicing the disclosure disclosed herein. This application is intended to cover any variations, uses, or adaptations of the present invention, which follow the general principles of the present invention and include common knowledge or customary technical means in the art that are not disclosed in the present invention. The specification and examples are to be regarded as exemplary only, and the true scope and spirit of the present invention are indicated by the following claims.

[0029] It should be understood that the present invention is not limited to the precise structure described above and shown in the drawings, and various modifications and changes can be made without departing from the scope thereof. The scope of the present invention is limited only by the appended claims.

Claims

1. A corrugated steel reinforced steel member, comprising corrugated steel (1), characterized in that: A plurality of first connection holes (2) are provided at the trough positions of the corrugated steel (1); It also includes a lower flange (3), on which a plurality of second connection holes (4) are formed, and the second connection holes (4) correspond one-to-one to the first connection holes (2) and can be connected by a bolt assembly; an upper flange (7) is supported above the lower flange (3) by a side web (5) and / or a middle web (6), and the upper flange (7) is arc-shaped, and the arc shape of the upper flange (7) is consistent with the waveform of the corrugated steel (1), and the upper flange (7) is supported below the wave crest of the corrugated steel (1).

2. The corrugated steel reinforced steel member according to claim 1, characterized in that: The upper flange (7) is supported by the side webs (5) above the lower flange (3); one upper flange (7) corresponds to two side webs (5); the upper ends of the two side webs (5) are respectively connected to the two sides of the upper flange (7), and the lower ends are connected to the upper surface of the lower flange (3).

3. The corrugated steel reinforced steel member according to claim 1, characterized in that: The upper flange (7) is supported by a middle web (6) above the lower flange (3), one upper flange (7) corresponds to one middle web (6), the upper end of one middle web (6) is connected to the middle part of the upper flange (7), and the lower end is connected to the upper surface of the lower flange (3).

4. The corrugated steel reinforced steel member according to claim 1, characterized in that: The upper flange (7) is supported above the lower flange (3) by side webs (5) and a middle web (6), and one upper flange (7) corresponds to two side webs (5) and one middle web (6); the upper ends of the two side webs (5) are respectively connected to the two sides of the upper flange (7), and the lower ends are connected to the upper surface of the lower flange (3); the upper end of one middle web (6) is connected to the middle part of the upper flange (7), and the lower end is connected to the upper surface of the lower flange (3).

5. The corrugated steel reinforced steel member according to any one of claims 2 or 4, characterized in that: The side web (5) is connected to the upper flange (7) and the lower flange (3) by welding.

6. The corrugated steel reinforced steel member according to any one of claims 3 or 4, characterized in that: The middle web (6) is connected to the upper flange (7) and the lower flange (3) by welding.

7. The corrugated steel reinforced steel member according to claim 1, characterized in that: The lower flange (3) is a flat plate.

Citation Information

Patent Citations

  • Corrugated steel lining combined component for tunnel

    CN210798990U