A steel structure factory building wind pressure resistant reinforcing support structure

Abstract

The utility model relates to the technical field of steel structure factory building discloses a kind of wind pressure reinforced support structure of steel structure factory building, including steel column, the side of steel column is equipped with steel beam, reinforcing piece is arranged at the included angle between steel column and steel beam, fastening assembly is uniformly arranged at the four corners of reinforcing piece, the fastening assembly includes bolt, threaded portion, opening, tensioning strip, nut, screw rod, adjusting hole, tensioning block, top cover, cross slot, the four corners of reinforcing piece are equipped with bolt.The wind pressure reinforced support structure of steel structure factory building, the connection of steel column and steel beam can be reinforced by reinforcing piece, the stability of steel column steel beam connection is enhanced, and reinforcing piece is installed and fixed by fastening assembly, stability can be improved, by the nut is tightened on bolt, the fixing between nut and bolt is more firm, avoid the nut easy to follow vibration or inertia loosening and falling off, leading to the failure of reinforcing structure.

Description

Technical Field

[0001] This utility model relates to the field of steel structure factory building technology, specifically a wind pressure-resistant reinforcement support structure for steel structure factory buildings. Background Technology

[0002] Steel structure workshops are a type of building suitable for factories, workshops, warehouses, power distribution rooms, and office buildings. They are suitable for both single-story, large-span buildings and multi-story or high-rise buildings, and are therefore widely used in modern industrial production activities. Steel structure workshops use a steel frame structure, meaning that the main load-bearing components are composed of steel structures, including steel columns, steel beams, and steel roof trusses.

[0003] According to application number 202221660784.7, a support mechanism for a steel structure factory building is disclosed, including a steel structure factory building body and steel columns. A support device is provided between adjacent steel columns. The support device includes a concave steel plate, a side block, a support rod, a fixing sleeve, a connecting rod, and a shock-absorbing spring. Belonging to the field of steel structure technology, the support device can replace the traditional steel structure support frame. By installing the device between the steel columns in a diagonal bracing manner, it reinforces the steel structure factory building body. After the steel structure factory building body is subjected to vibration and swaying, it can provide a portion of the lateral stiffness to the steel structure factory building body. The support rod drives the shock-absorbing spring to perform reciprocating deformation operations of stretching and retraction, which can dissipate the energy generated by the vibration and swaying of the steel structure factory building body. Therefore, it plays a role in diagonal support reinforcement and seismic resistance for the steel structure factory building body, making the device a very effective support for the steel structure factory building body.

[0004] The following problems still exist in actual use:

[0005] The connection points of steel beams and columns in steel structure workshops usually require reinforcement. These reinforcements are mostly installed and fixed with bolts and nuts. However, traditional bolts only have ordinary threads, which are not enough to provide sufficient friction. The nuts are prone to loosening and falling off due to vibration or inertia, leading to the failure of the reinforcement structure. The stability of the reinforcement structure is insufficient, which poses certain safety hazards in the workplace. Utility Model Content

[0006] To address the shortcomings of existing technologies, this utility model provides a wind-pressure resistant reinforcement support structure for steel structure workshops. It has the advantage of being able to tighten nuts onto bolts, making the fixation between nuts and bolts more secure, thereby making the connection between the reinforcement components and steel beams and columns more stable and improving the stability of the reinforcement structure. This solves the problems mentioned in the background technology.

[0007] This utility model provides the following technical solution: a wind pressure-resistant reinforcement support structure for a steel structure factory building, including a steel column, a steel beam installed on one side of the steel column, a reinforcement member provided at the angle between the steel column and the steel beam, and fastening components provided at the four corners of the reinforcement member;

[0008] The fastening assembly includes a bolt, a threaded portion, an opening, tensioning bars, a nut, a screw, an adjusting hole, a tensioning block, a top cover, and a cross groove. Bolts are located at all four corners of the fastening assembly. The bolts have threaded portions on their surfaces. Openings are evenly distributed around the outer circumference of the bolt, dividing it into several evenly distributed tensioning bars. Nuts are located on the surface of the threaded portions. A screw is located inside the bolt. An adjusting hole is located at the bottom of the bolt. A tensioning block is fixedly connected to the bottom end of the screw. A top cover is fixedly connected to the top end of the screw, and a cross groove is located on the top of the top cover.

[0009] Preferably, a reinforcing rib is fixedly connected to one side of the reinforcing member, and the reinforcing rib is triangular in shape.

[0010] Preferably, the bolt and the reinforcing member are internally slidably connected, the nut is threadedly connected to the surface of the bolt through a threaded portion, the screw is internally threadedly connected to the bolt, and the tensioning block is fixedly connected to the bottom end of the screw.

[0011] Preferably, the adjusting hole is a frustum shape that is narrower at the top and wider at the bottom, and the tensioning block is also a frustum shape that is narrower at the top and wider at the bottom, and the inclined portion of the tensioning block fits into the inclined portion of the adjusting hole.

[0012] Preferably, the top cover is fixedly connected to the top end of the screw, the top cover is disposed on the top of the bolt, and the cross groove is formed on one side of the top cover.

[0013] Preferably, the reinforcement component is L-shaped, and the reinforcement component is fixedly connected to the steel column and the steel beam respectively by fastening components.

[0014] Compared with the prior art, the present invention has the following beneficial effects:

[0015] The wind pressure-resistant support structure of this steel structure factory building strengthens the connection between steel columns and beams through the reinforcement components, enhancing the stability of the connection. The reinforcement components are installed and fixed by fastening components, which can improve stability. By tightening the nuts onto the bolts, the nuts and bolts are more firmly fixed, preventing the nuts from loosening and falling off due to vibration or inertia, which could lead to the failure of the reinforced structure. Attached Figure Description

[0016] Figure 1 A schematic diagram of the overall structure of a wind-pressure-resistant reinforcement support structure for steel structure workshops provided by this utility model;

[0017] Figure 2 A schematic diagram of the reinforcement structure of a steel structure factory building for wind pressure resistance reinforcement and support.

[0018] Figure 3 A schematic diagram of the fastening component structure of a wind-pressure-resistant reinforcement support structure for a steel structure factory building provided by this utility model;

[0019] Figure 4 This utility model provides a schematic diagram of the fastening component structure of a steel structure factory building wind pressure resistance reinforcement support structure.

[0020] In the diagram: 1. Steel column; 2. Steel beam; 3. Reinforcing member; 4. Fastening assembly; 401. Bolt; 402. Threaded part; 403. Opening; 404. Tensioning bar; 405. Nut; 406. Screw; 407. Adjusting hole; 408. Tensioning block; 409. Top cover; 410. Cross groove; 5. Reinforcing rib. Detailed Implementation

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0022] Please see Figures 1 to 4 A wind-pressure resistant reinforcement support structure for a steel structure factory building includes a steel column 1, a steel beam 2 installed on one side of the steel column 1, a reinforcement member 3 at the angle between the steel column 1 and the steel beam 2, and fastening components 4 at the four corners of the reinforcement member 3. The fastening components 4 include bolts 401, threaded portions 402, openings 403, tensioning strips 404, nuts 405, screws 406, adjusting holes 407, tensioning blocks 408, top covers 409, and cross grooves 410. Bolts 401 are installed at the four corners of the reinforcement member 3, and the surface of the bolts 401... The bolt 401 has a threaded part 402, and an opening 403 is evenly distributed around the outer circumference of the bolt 401. The opening 403 divides the bolt 401 into several evenly distributed tensioning bars 404. A nut 405 is provided on the surface of the threaded part 402. A screw 406 is provided inside the bolt 401. An adjustment hole 407 is provided at the bottom of the bolt 401. A tensioning block 408 is fixedly connected to the bottom end of the screw 406. A top cover 409 is fixedly connected to the top end of the screw 406. A cross groove 410 is provided on the top of the top cover 409.

[0023] The reinforcement component 3 can strengthen the connection between the steel column 1 and the steel beam 2, enhancing the stability of the connection. Furthermore, the reinforcement component 3 is installed and fixed by the fastening component 4, which can improve stability. By tightening the nut 405 onto the bolt 401, the fixation between the nut 405 and the bolt 401 is made more secure, preventing the nut 405 from easily loosening and falling off due to vibration or inertia, which could lead to the failure of the reinforced structure.

[0024] Please see Figures 1 to 4 Bolt 401 is internally slidably connected to reinforcement 3. Nut 405 is threadedly connected to the surface of bolt 401 through threaded part 402. Screw 406 is internally threadedly connected to bolt 401. Tensioning block 408 is fixedly connected to the bottom end of screw 406. Adjusting hole 407 is shaped like a frustum with a narrow top and a wide bottom. Tensioning block 408 is also shaped like a frustum with a narrow top and a wide bottom. The inclined part of tensioning block 408 fits with the inclined part of adjusting hole 407. Top cover 409 is fixedly connected to the top of screw 406. Top cover 409 is set on the top of bolt 401. Cross groove 410 is opened on one side of top cover 409.

[0025] By inserting a Phillips screwdriver into the Phillips head slot 410 and rotating the top cover 409, the screw 406 and the tensioning block 408 are moved upward. During the movement of the tensioning block 408, the tensioning bar 404 is spread open, so that the tensioning bar 404 is always in contact with the inner wall of the nut 405. The nut 405 is tightened on the bolt 401, making the fixation between the nut 405 and the bolt 401 more secure, thereby improving the stability of the reinforced structure.

[0026] Please see Figures 1 to 4 The shape of the reinforcement 3 is L-shaped. The reinforcement 3 is fixedly connected to the steel column 1 and the steel beam 2 respectively by the fastening component 4. A reinforcing rib 5 is fixedly connected to one side of the reinforcement 3. The reinforcing rib 5 is triangular in shape.

[0027] The connection between the steel column 1 and the steel beam 2 can be reinforced by the reinforcement member 3. The reinforcing rib 5 can increase the strength of the joint surface of the reinforcement member 3 and reduce the possibility of deformation of the reinforcement member 3 due to uneven stress, thereby further improving the stability of the reinforcement member 3.

[0028] In this invention, the working principle of the device is as follows:

[0029] In use, a reinforcement member 3 is installed at the connection between the steel column 1 and the steel beam 2. The reinforcement member 3 strengthens the connection between the steel column 1 and the steel beam 2, enhancing the stability of the connection. Furthermore, the reinforcement member 3 is installed and fixed by the fastening component 4, which improves stability and provides wind pressure resistance and reinforcement support.

[0030] When installing the reinforcement component 3, first use a tool to drill mounting holes at the connection between the steel column 1 and the steel beam 2. Place the reinforcement component 3 at the connection between the steel column 1 and the steel beam 2, then insert the bolt 401 into the drilled mounting holes through the reinforcement component 3. Next, install the nut 405 onto the bolt 401, ensuring one side of the nut 405 is flush with the steel column 1 or steel beam 2 to initially fix the reinforcement component 3. Then, use a Phillips screwdriver to insert into the Phillips head slot 410 and rotate the top cover 409, thereby driving the screw 406. As the screw 406 rotates and moves upward, a tensioning block 408 is fixedly installed at the bottom end. The tensioning block 408 is a frustum-shaped block that is narrower at the top and wider at the bottom. As the screw 406 rotates upward, it drives the tensioning block 408 to move upward. During the movement of the tensioning block 408, it expands the tensioning bar 404, so that the tensioning bar 404 is always in contact with the inner wall of the nut 405. The nut 405 is tightened on the bolt 401, making the fixation between the nut 405 and the bolt 401 more secure, thereby improving the stability of the reinforced structure.

[0031] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0032] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A wind-pressure-resistant reinforcement support structure for steel structure factory buildings, comprising steel columns (1), characterized in that, A steel beam (2) is installed on one side of the steel column (1), and a reinforcing member (3) is provided at the angle between the steel column (1) and the steel beam (2). Fastening components (4) are provided at the four corners of the reinforcing member (3). The fastening assembly (4) includes a bolt (401), a threaded portion (402), an opening (403), a tensioning bar (404), a nut (405), a screw (406), an adjusting hole (407), a tensioning block (408), a top cover (409), and a cross groove (410). Bolts (401) are provided at all four corners of the fastening component (3). The surface of each bolt (401) has a threaded portion (402), and openings (403) are evenly distributed around the outer circumference of each bolt (401). 403) The bolt (401) is divided into several circumferentially distributed tensioning bars (404). A nut (405) is provided on the surface of the threaded part (402). A screw (406) is provided inside the bolt (401). An adjustment hole (407) is opened at the bottom of the bolt (401). A tensioning block (408) is fixedly connected to the bottom end of the screw (406). A top cover (409) is fixedly connected to the top end of the screw (406). A cross groove (410) is opened on the top of the top cover (409).

2. The wind pressure-resistant reinforcement support structure for a steel structure factory building according to claim 1, characterized in that: A reinforcing rib (5) is fixedly connected to one side of the reinforcing member (3), and the reinforcing rib (5) is triangular in shape.

3. The wind pressure-resistant reinforcement support structure for a steel structure factory building according to claim 1, characterized in that: The bolt (401) is internally slidably connected to the reinforcement (3), the nut (405) is threadedly connected to the surface of the bolt (401) through the threaded part (402), the screw (406) is internally threadedly connected to the bolt (401), and the tensioning block (408) is fixedly connected to the bottom end of the screw (406).

4. The wind pressure-resistant reinforcement and support structure for a steel structure factory building according to claim 1, characterized in that: The adjusting hole (407) is a frustum shape that is narrow at the top and wide at the bottom. The tensioning block (408) is also a frustum shape that is narrow at the top and wide at the bottom. The inclined part of the tensioning block (408) fits into the inclined part of the adjusting hole (407).

5. The wind pressure-resistant reinforcement support structure for a steel structure factory building according to claim 1, characterized in that: The top cover (409) is fixedly connected to the top end of the screw (406), the top cover (409) is set on the top of the bolt (401), and the cross groove (410) is opened on one side of the top cover (409).

6. The wind pressure-resistant reinforcement support structure for a steel structure factory building according to claim 1, characterized in that: The reinforcement member (3) is L-shaped and is fixedly connected to the steel column (1) and the steel beam (2) respectively by fastening components (4).

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