Reinforcing fixture for decorative column pin shaft connection joint and construction method

CN121473513BActive Publication Date: 2026-10-30CHINA MCC22 GROUP CORP LTD
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Patent Information

Application Number
CN202511783052.5
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2025-11-30
Publication Date
2026-10-30
Estimated Expiration
2045-11-30

AI Technical Summary

Technical Problem

在装饰柱上端销轴紧固完成后调整下端耳板对齐的过程中,上端销轴在两耳板间受剪可能会引起销轴脱扣,从而导致装饰柱掉落,在施工过程中存在极大安全隐患

Benefits of technology

保证施工过程中安全可靠,同时此加固装置在装饰柱安装完成后可作为组成结构的一部分,保证装饰柱在承受风荷载和震动时,能对销轴起到加固和补强作用,极大加强了销轴抗剪性能,从而保证结构安全及稳定。

✦ Generated by Eureka AI based on patent content.

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Abstract

The present application relates to steel structure installation technical field, especially decorative column pin shaft connecting node's reinforcing clamp and construction method, the clamp includes outside reinforcing part and inside reinforcing part, the inside reinforcing part middle is provided with through hole, the inside reinforcing part is fixedly connected to the back side of outside reinforcing part, the clamp both ends are equipped with bolt hole, the reinforcing bolt is installed in the bolt hole, the construction method is that the column lug plate is aligned with the main body lug plate, the pin shaft is penetrated and is tightened, then the reinforcing clamp is installed, the reinforcing clamp on both sides is clamped and fixed on the lug plate surface through two reinforcing bolts, and the end thread of reinforcing bolt is roughened. The present application guarantees safe and reliable in construction process, and the reinforcing device can be used as a part of the structure after the decorative column is installed, so that the pin shaft can be reinforced and supplemented when the decorative column bears wind load and vibration, the shear performance of the pin shaft is greatly improved, so as to guarantee the safety and stability of the structure.
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Description

Technical Field

[0001] This invention relates to the field of steel structure installation technology, and in particular to a reinforcement clamp and construction method for decorative column pin connection nodes. Background Technology

[0002] Modern public buildings, such as museums and convention centers, increasingly utilize steel decorative columns on their facades to simultaneously meet structural and aesthetic requirements. The connection between these decorative columns and the main steel structure typically involves connecting lugs at both ends of the column, secured to these lugs via pins. During construction, the upper connecting lug of the decorative column is first aligned with the main steel structure's connecting lug, then the pin is inserted and tightened. The lower lug is then connected and secured using the same pin. However, during the adjustment of the lower lug alignment after the upper pin is tightened, shearing between the two lugs can cause the pin to disengage, potentially leading to the decorative column falling. This poses a significant safety hazard during construction. Summary of the Invention

[0003] The purpose of this invention is to address the safety hazards of decorative columns during construction by providing a method for reinforcing and strengthening the pin connection nodes of decorative columns.

[0004] The technical solution adopted by the present invention to solve the aforementioned problem is as follows: A reinforcing clamp for a decorative column pin connection node includes an outer reinforcing part and an inner reinforcing part, which are symmetrically arranged on the outer sides of the two ear plates of the pin connection node; the inner reinforcing part has a through hole in the middle, the through hole being greater than or equal to the diameter of the end plate of the pin; the inner reinforcing part is fixed to the back side of the outer reinforcing part; the outer reinforcing part also has bolt holes at both ends that penetrate the outer reinforcing part and the inner reinforcing part, the distance between the bolt holes at both ends being greater than the overlap width of the two ear plates, and reinforcing bolts are installed in the bolt holes.

[0005] Compared with the prior art, the present invention employing the above structure has the following advantages: This ensures safety and reliability during construction. Furthermore, after the decorative column is installed, this reinforcement device can serve as part of the overall structure, ensuring that the decorative column can reinforce and strengthen the pin when subjected to wind loads and vibrations. This greatly enhances the shear resistance of the pin, thereby ensuring structural safety and stability.

[0006] Preferably, the outer reinforcing part is a small section of channel steel with a length of 300mm and a diameter of [8], and the bolt holes on its surface are located 40mm from the end of the small section of channel steel and have a diameter of 18mm.

[0007] Preferably, the inner reinforcing part is a flat steel plate with a thickness of 10mm, a length of 290mm, and a width of 70mm, with a through hole diameter of 60mm and bolt holes at both ends 35mm from the end of the back plate.

[0008] To address the aforementioned problem, this invention also provides a construction method for reinforcing the pin-connection node of decorative columns, the specific solution of which is as follows: The construction method for reinforcing the joint using the aforementioned decorative column pin-connection joint reinforcement clamp is carried out according to the following steps: First, fabricate a pin reinforcement fixture: Step 1: Take a short section of channel steel with a length greater than or equal to the width of the root of the ear plate of the pin connection node and a steel plate as the back plate.

[0009] Step 2: Make a through hole in the middle of the back plate. The diameter of the through hole is equal to the diameter of the end plate of the pin. The through hole can fit on the outside of the pin. According to the overlap width of the ear plates of the pin connection node, make a bolt hole at each end of the back plate.

[0010] Step 3: Based on the overlap width of the ear plates of the pin connection node, drill a bolt hole at each end of the web plate.

[0011] Step 4: Align the back plate with the center of the small channel steel section, and also align the back plate with the bolt holes on the small channel steel section. Then, make single-sided fillet welds around the back plate to the back of the web of the small channel steel section, with a weld height of 6mm. Make two reinforcement clamps in total, and make two as a set.

[0012] Then, reinforce the installation: Step 5: After aligning the column ear plate with the main body ear plate, insert the pin and tighten it.

[0013] Step 6: Take two reinforcing clamps made in Step 4 and set them on the outer surfaces of the two plates respectively, with their through holes fitted onto the surface of the sealing plate.

[0014] Step 7: Take two reinforcing bolts, pass them through the bolt holes at both ends of the reinforcing fixture, and tighten the double nuts on the reinforcing bolts left and right. Roughen the threads at the ends of the reinforcing bolts.

[0015] Compared with the prior art, the present invention employing the above method has the following advantages: This invention, when installing decorative columns with pins as connecting nodes, utilizes a pre-drilled hole in the center of a clamp made of channel steel and a back plate. The two ends of the pin are fitted into the pre-drilled hole, and the clamps are secured together by galvanized bolts on both sides. This construction method improves the safety and stability of the installation process, solving the safety problems such as component falling during installation caused by the lack of reinforcement measures after installing the upper pin of the decorative column and connecting the upper end to the lower end as the axis in traditional construction methods. It also saves labor costs caused by repeated tightening due to insecure pin fastening, and reduces the difficulty and risk of high-altitude construction.

[0016] Preferably, the reinforcing bolts are 4.8 grade M16·100 galvanized bolts. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the reinforcement and strengthening clamp installation structure of the present invention; Figure 2 This is an exploded structural diagram of the reinforcing fixture of the present invention; Figure 3 This is a side view of the reinforcing fixture of the present invention; In the diagram: 1. Decorative column; 2. Column ear plate; 3. Main steel structure; 4. Main ear plate; 5. Small section of channel steel; 6. Back plate; 7. Through hole; 8. Bolt hole; 9. Reinforcing bolt. Detailed Implementation

[0018] The present invention will be further described below with reference to embodiments, which are intended only to provide a better understanding of the invention. Therefore, the examples given do not limit the scope of protection of the present invention.

[0019] See Figures 1 to 3 The decorative column 1 connection node includes the decorative column 1 and the main steel structure 3. The two ends of the decorative column 1 are fixed with column ear plates 2. The main steel structure 3 is provided with a main ear plate 4 on the side opposite to the decorative column 1. The column ear plate 2 and the main ear plate 4 are stacked vertically and a pin is installed through the middle. The two ends of the pin are fitted with sealing plates.

[0020] The reinforcing and strengthening clamp for the pin connection node of the decorative column 1 provided by this invention, such as... Figures 1 to 3 As shown, it includes an outer reinforcing part and an inner reinforcing part, which are symmetrically arranged on the outer side of the two ear plates of the pin connection node; The inner reinforcing part has a through hole 7 in the middle, and the through hole 7 is greater than or equal to the diameter of the sealing plate at the end of the pin; the inner reinforcing part is fixed to the back side of the outer reinforcing part. The outer reinforcing part is also provided with bolt holes 8 at both ends, which pass through the outer reinforcing part and the inner reinforcing part. The distance between the bolt holes 8 at both ends is greater than the overlap width of the two ear plates. Reinforcing bolts 9 are installed in the bolt holes 8.

[0021] The construction method for reinforcing the joint using the aforementioned decorative column 1 pin connection joint is as follows: First, fabricate a pin reinforcement fixture: Step 1: Take a short section of channel steel 5 with a length greater than or equal to the width of the root of the ear plate of the pin connection node and a steel plate as the back plate 6; Step 2: Make a through hole 7 in the middle of the back plate 6. The diameter of the through hole 7 is equal to the diameter of the end plate of the pin shaft. The through hole 7 can be fitted onto the outside of the pin shaft. According to the overlap width of the ear plates of the pin shaft connection node, make two bolt holes 8 with a diameter of 18mm at both ends of the back plate 6. Step 3: Based on the overlap width of the ear plates of the pin connection node, drill two bolt holes 8 with a diameter of 18mm on the web plate; Step 4: Align the back plate 6 with the center of the small channel steel 5, and also align the back plate 6 with the bolt holes 8 on the small channel steel 5. Then, make single-sided fillet welds to the back of the web of the small channel steel 5 around the back plate 6, with a weld height of 6mm. Make two reinforcement clamps in total, and make two as a set.

[0022] Then, reinforce the installation: Step 5: After aligning the column ear plate 2 with the main body ear plate 4, insert the pin and tighten it.

[0023] Step 6: Take two reinforcing clamps made in Step 4 and set them on the outer surfaces of the two plates respectively, with their through holes 7 fitted onto the surface of the sealing plate.

[0024] Step 6: Take two 4.8 grade M16·100 reinforcing bolts 9, pass them through the bolt holes 8 at both ends of the reinforcing fixture, and tighten the double nuts on the reinforcing bolts 9 left and right. Roughen the threads at the ends of the reinforcing bolts 9.

[0025] Optionally, the outer reinforcing part is a small section of channel steel 5; the small section of channel steel 5 is a [8 channel steel with a length of 300mm; the bolt hole 8 is located 40mm from the end of the small section of channel steel 5 and has a diameter of 18mm; Correspondingly, the inner reinforcing part is a flat steel plate with a thickness of 10mm, a length of 290mm, and a width of 70mm. The flat steel plate serves as the back plate of the small channel steel 5; the through hole 7 has a diameter of 60mm; and the bolt holes 8 at both ends of the back plate 6 are 35mm from the end of the back plate 6.

[0026] Optionally, the reinforcing bolt 9 is a galvanized bolt.

[0027] When installing decorative columns with pins as connecting nodes, this invention utilizes the pre-drilled holes in the center of a clamp made of channel steel and steel plate to fit both ends of the pin into the pre-drilled holes, and the clamps are fastened together by galvanized bolts on both sides.

[0028] The construction method provided by this invention ensures safety and reliability during construction. Furthermore, this reinforcement device, once the decorative column is installed, serves as part of the overall structure, reinforcing and strengthening the pin shaft when subjected to wind loads and vibrations. This significantly enhances the pin shaft's shear resistance, thus ensuring structural safety and stability. It solves the safety problems caused by the lack of reinforcement measures after installing the upper pin shaft in traditional construction methods, where the upper end is used as the axis for connecting the lower end, leading to component falls during installation. It also saves labor costs associated with repeated tightening due to insecure pin shaft fastening and reduces the difficulty and risk of high-altitude operations.

[0029] The above description is merely a preferred embodiment of the present invention and is not intended to limit the scope of the present invention. All equivalent changes made based on the description and drawings of the present invention are included within the scope of the present invention.

Claims

1. A reinforcement construction method for a decorative column pin connection node, characterized in that, The initial reinforcement fixture includes an outer reinforcement and an inner reinforcement, which are symmetrically arranged on the outer side of the two ear plates of the pin connection node; the inner reinforcement has a through hole (7) in the middle, and the through hole (7) is greater than or equal to the diameter of the end plate of the pin; the inner reinforcement is fixed to the back side of the outer reinforcement; the outer reinforcement also has bolt holes (8) at both ends that penetrate the outer reinforcement and the inner reinforcement, and the distance between the bolt holes (8) at both ends is greater than the overlap width of the two ear plates, and the bolt holes (8) are used to install reinforcement bolts (9); Follow these steps: First, fabricate a pin reinforcement fixture: Step 1: Take a short section of channel steel (5) with a length greater than or equal to the width of the root of the ear plate of the pin connection node and a steel plate as the back plate (6). Step 2: A through hole (7) is made in the middle of the back plate (6). The diameter of the through hole (7) is equal to the diameter of the end plate of the pin shaft. The through hole (7) can be fitted onto the outside of the pin shaft. According to the overlap width of the ear plates of the pin shaft connection node, a bolt hole (8) is made at both ends of the back plate (6). Step 3: According to the overlap width of the ear plates of the pin connection node, make a bolt hole (8) at each end of the web plate. Step 4: Align the back plate (6) with the center of the small channel steel (5), and align the back plate (6) with the bolt holes (8) on the small channel steel (5). Weld the back plate (6) to the back of the web of the small channel steel (5) with fillet welds on one side. The weld height is 6mm. Make two reinforcement clamps in total, and make two as a set. Then, reinforce the installation: Step 5: After aligning the column ear plate (2) with the main body ear plate (4), insert the pin and tighten it; Step 6: Take two reinforcing clamps made in step 4 and set them on the outer surfaces of the two plates respectively, with their through holes (7) fitted onto the surface of the sealing plate; Step 7: Take two reinforcing bolts (9), pass them through the bolt holes (8) at both ends of the reinforcing fixture, and tighten the double nuts of the reinforcing bolts (9) left and right. Roughen the threads at the ends of the reinforcing bolts (9).

2. The reinforcement construction method for the decorative column pin connection node according to claim 1, characterized in that: The outer reinforcement is a 300mm long section of channel steel (5), and the bolt holes (8) on its surface are located 40mm from the end of the section of channel steel (5) and have a diameter of 18mm.

3. The reinforcement construction method for the decorative column pin connection node according to claim 1, characterized in that: The inner reinforcement is a steel plate with a thickness of 10mm, a length of 290mm and a width of 70mm. Its through hole (7) has a diameter of 60mm, and the bolt holes (8) at both ends are 35mm from the end of the back plate (6).

4. The reinforcement construction method for the decorative column pin connection node according to claim 2, characterized in that: The reinforcing bolt (9) is a 4.8 grade M16·100 galvanized bolt.

Citation Information

Patent Citations

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    CN113529947A