A new type of fixed-length telescopic socket-type disc buckle scaffolding processing technology

The adjustable telescopic buckle scaffolding is formed by cutting and welding, which solves the problem of fixed length of horizontal tie rods in the existing technology, realizes flexible adjustment of vertical pole spacing and efficient use of materials, and improves construction efficiency and appearance consistency.

CN116586902BActive Publication Date: 2025-09-09ZHONGRU CONSTR GRP CO LTD +3
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Patent Information

Application Number
CN202310413003.7
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-04-18
Publication Date
2025-09-09
Estimated Expiration
2043-04-18

AI Technical Summary

Technical Problem

The length of the horizontal tie rod of the existing socket-type disc-type steel pipe support cannot be adjusted, resulting in the problem that the actual vertical distance of the frame erected in actual construction does not match the module of the horizontal tie rod of the disc-type support.

Method used

Use a grinding wheel cutter to cut the horizontal rod of the disc buckle frame to form the main rod and the auxiliary rod, and punch holes on the main rod to weld bolts with tail rings. Combined with the telescopic sleeve, by adjusting the length and position of the bolts, an adjustable telescopic pull rod connection is achieved to ensure consistent spacing between the vertical poles.

Benefits of technology

The pole spacing can be adjusted according to the actual situation on site, which improves the utilization rate of construction resources, material utilization rate and appearance consistency, and solves the problem that fixed-length poles cannot adapt to non-standard pole spacing.

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Abstract

The present invention relates to a novel processing technology for a fixed-length telescopic socket-type buckle scaffold, which is characterized by: a specific processing technology is as follows: S1: material preparation; S2: cutting of a horizontal rod of the buckle frame; S3: opening of a hole in the horizontal rod of the buckle frame; S4: nut welding; S5: telescopic sleeve welding; S6: assembly of the telescopic rod; S7: on-site adjustment of the fastening bolts; S8: buckle connection; S10: facade effect inspection; S9: bolt re-tightening inspection; the turnover use of the adjustable horizontal rod is reasonably considered, and the utilization rate of construction resources is improved; when processing the adjustable horizontal rod, the cutting and blanking can be carried out by using local materials according to the actual situation on site and the module requirements, and the operation is convenient; the old steel pipes are fully utilized, and the material utilization rate is improved while meeting the quality requirements, and the energy-saving benefit is achieved; because the connection method between the adjustable horizontal rod and the vertical rod still adopts the original buckle pin, the rod is consistent with the appearance of the overall external frame after installation.
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Description

Technical Field

[0001] The invention relates to the technical field of telescopic socket-and-spigot type disc buckle scaffolds, in particular to a novel processing technology of a fixed-length telescopic socket-and-spigot type disc buckle scaffold. Background Art

[0002] Conventional scaffolding utilizes fixed-length rods with clips at each end and chucks at the transition points. However, for external scaffolding, since the rod lengths are fixed to a fixed module, the spacing between the vertical rods is limited by the standard horizontal tie rod length and can only be multiples of 300mm. However, during actual construction, when the vertical rods are arranged according to the building's external dimensions and shape, there will always be a span in some areas that does not conform to the standard horizontal rod length module. This situation is very common in external scaffolding construction, but there are currently no supporting components for the clip rods, and no relevant specifications clarify the specific construction measures for such locations.

[0003] The length of the horizontal tie rods in existing socket-and-spigot-type, disc-type steel pipe supports cannot be adjusted, resulting in a mismatch between the actual vertical distance of the frame and the modulus of the horizontal tie rods of the disc-type support during construction. To address this issue, we have introduced an improved, adjustable disc-type horizontal tie rod system. Summary of the Invention

[0004] The technical problem to be solved by the present invention is to provide a new type of fixed-length telescopic socket-type buckle scaffolding processing technology, which can solve the construction problem that the actual vertical distance of the general frame is inconsistent with the fixed-length horizontal rod module of the buckle frame.

[0005] In order to solve the above technical problems, the technical solution of the present invention is: a new type of fixed-length telescopic socket-type disc buckle scaffolding processing technology, the innovation of which lies in: the specific processing technology is as follows:

[0006] S1: Material preparation: Materials include horizontal rods for the buckle rack, steel pipes, bolts with tail rings, nuts, welding rods, welding machines, abrasive cutting machines, bench drills, and drill bits;

[0007] S2: Cutting of the horizontal rod of the buckle frame: Use a grinding wheel cutter to cut the horizontal rod of the buckle frame on site. The cut should be 80mm away from the end of the rod. When cutting, keep the cut perpendicular to the axis of the rod and the cut surface flat. After cutting, the horizontal rod of the buckle frame is divided into a main rod and a secondary rod. The length of the main rod is greater than that of the secondary rod.

[0008] S3: Drilling holes for the horizontal rod of the disc-shaped rack: On the main rod of the disc-shaped rack, drill two φ25 circular holes at 50mm and 80mm away from the cut position respectively using a bench drill. The two circular holes are vertically distributed along the cross-section center of the main rod;

[0009] S4: Nut welding: Tighten the bolt with the tail ring until the end protrudes 10mm from the nut. Insert the bolt into the round hole drilled on the main rod. Adjust the bolt to the center of the round hole by moving it horizontally, and make the nut close to the outer wall of the main rod. After confirming that the screw is in the correct position, spot weld the nut and the main rod to initially fix it. Rotate the screw again to ensure that the thread rotates smoothly and there is no biting with the hole wall. After confirming that everything is correct, remove the bolt and continue welding along the circumference of the nut to completely fix the nut on the main rod.

[0010] S5: Telescopic sleeve welding: Insert the steel pipe into the auxiliary rod cutout by 15-20mm, and keep the sleeve and auxiliary rod axial positions parallel. Apply spot welding at the gap between the two pipes for preliminary fixation. Check again whether the axial positions of the two pipes are coaxial by plane rolling or angle ruler measurement, and make corrections. After confirmation, weld the entire circumference of the gap between the two pipes. When welding, weld in four sections along the annular symmetrical position to prevent thermal stress from causing deformation of the pipe fittings and dislocation of coaxiality. After welding is completed, remove the welding slag in time and check the fullness of the weld.

[0011] S6: Assembly of the telescopic rod: First, screw the bolt with the tail ring into the welding nut of the main rod, and check whether the bolt rotates smoothly. If there is any thread jamming, the screw should be withdrawn, and iron filings, welding slag and other debris in the thread should be cleared. Try to tighten the bolt again. If there is still thread jamming, drip lubricating oil into the thread, insert a short pry bar into the bolt tail ring, gently tighten the bolt about half a thread, and then return it to its original position. Repeat this process until the thread rotates completely and smoothly; fully insert the auxiliary rod with the steel pipe welded into the main rod, and rotate the bolt so that the end of the bolt presses against the outer wall of the steel pipe on the auxiliary rod to ensure that the steel pipe cannot slide freely;

[0012] S7: On-site adjustment of fastening bolts: When using on-site, first use a set of adjustment rods to pre-adjust the length of the telescopic rod according to the actual size of the non-standard vertical pole spacing on site, and after trial installation on the first step of the buckle frame, use a short pry bar to tighten the tail ring bolts, remove the buckle pins at both ends, remove the adjustable rod as a basis for batch adjustment, and adjust the length of other rods to the same standard length for standby use;

[0013] S8: Buckle connection: Connect the adjustable tie rods with pre-adjusted lengths by buckling and latching them in the normal operation mode of the buckle scaffolding; then use a short pry bar to insert the tail ring to check the tightness of the bolts one by one to ensure that there is no loose thread slippage;

[0014] S9: Bolt re-tightening inspection: After the adjustable tie rod is connected to the pankou scaffolding, a short pry bar should be inserted into the tail ring to check the tightness of the bolts one by one to ensure that there is no looseness or thread slippage;

[0015] S10: Facade effect inspection: Observe with the naked eye from a distance or use a theodolite to observe whether the distance between the vertical poles is vertical and equidistant. If there is an obvious error, remove the adjustment rod, adjust the length of the telescopic rod, tighten the bolts and reinstall it until the vertical poles are vertical and the distance between them is consistent.

[0016] Furthermore, in S6, the external welded portion of the pipe is locally rust-proofed using anti-rust paint and silver paint; and the finished product is stored for later use.

[0017] Furthermore, in order to ensure that the spacing between non-standard vertical poles is consistent in S7, when using the adjustable pull rods, it is not possible to connect the buckles one by one and then tighten the bolts. Be sure to pre-adjust and tighten the telescopic sleeve according to the above steps to make the lengths of all adjustable pull rods in the same part consistent.

[0018] The advantages of the present invention are:

[0019] 1) The present invention reasonably considers the turnover use of the adjustable horizontal rod, thereby improving the utilization rate of construction resources; when processing the adjustable horizontal rod, it can be cut and cut by locally sourced materials according to the actual situation on site and the module requirements, which is convenient to operate; it makes full use of old steel pipes, improves the material utilization rate while meeting the quality requirements, and has good energy-saving benefits; since the connection method between the adjustable horizontal rod and the vertical rod still adopts the original buckle pin, the rod remains consistent with the overall appearance of the external frame after installation. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0021] Figure 1 The present invention is a new type of fixed-length telescopic socket-type disc buckle scaffolding processing process flow chart.

[0022] Figure 2 This is a finished product diagram of the processing technology of a new type of fixed-length telescopic socket-type disc buckle scaffolding according to the present invention. Implementation Method

[0023] To make the objectives, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions of the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings herein can be arranged and designed in various different configurations.

[0024] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but rather merely represents selected embodiments of the present invention. All other embodiments derived by persons of ordinary skill in the art based on the embodiments of the present invention without creative effort shall fall within the scope of protection of the present invention.

[0025] like Figure 1 Figure 2The processing technology of a new type of fixed-length telescopic socket-type disc buckle scaffold shown in the figure is as follows:

[0026] S1: Material preparation: Materials include horizontal rods for the buckle rack, steel pipes, bolts with tail rings, nuts, welding rods, welding machines, abrasive cutting machines, bench drills, and drill bits;

[0027] S2: Cutting of the horizontal rod of the buckle frame: Use a grinding wheel cutter to cut the horizontal rod of the buckle frame on site. The cut should be 80mm away from the end of the rod. When cutting, keep the cut perpendicular to the axis of the rod and the cut surface flat. After cutting, the horizontal rod of the buckle frame is divided into a main rod and a secondary rod. The length of the main rod is greater than that of the secondary rod.

[0028] S3: Drilling holes for the horizontal rod of the disc-shaped rack: On the main rod of the disc-shaped rack, drill two φ25 circular holes at 50mm and 80mm away from the cut position respectively using a bench drill. The two circular holes are vertically distributed along the cross-section center of the main rod;

[0029] S4: Nut welding: Tighten the bolt with the tail ring until the end protrudes 10mm from the nut. Insert the bolt into the round hole drilled on the main rod. Adjust the bolt to the center of the round hole by moving it horizontally, and make the nut close to the outer wall of the main rod. After confirming that the screw is in the correct position, spot weld the nut and the main rod to initially fix it. Rotate the screw again to ensure that the thread rotates smoothly and there is no biting with the hole wall. After confirming that everything is correct, remove the bolt and continue welding along the circumference of the nut to completely fix the nut on the main rod.

[0030] S5: Telescopic sleeve welding: Insert the steel pipe into the auxiliary rod cutout by 15-20mm, and keep the sleeve and auxiliary rod axial positions parallel. Apply spot welding at the gap between the two pipes for preliminary fixation. Check again whether the axial positions of the two pipes are coaxial by plane rolling or angle ruler measurement, and make corrections. After confirmation, weld the entire circumference of the gap between the two pipes. When welding, weld in four sections along the annular symmetrical position to prevent thermal stress from causing deformation of the pipe fittings and dislocation of coaxiality. After welding is completed, remove the welding slag in time and check the fullness of the weld.

[0031] S6: Assembly of the telescopic rod: First, screw the bolt with the tail ring into the welding nut of the main rod, and check whether the bolt rotates smoothly. If there is any thread jamming, the screw should be withdrawn, and iron filings, welding slag and other debris in the thread should be cleared. Try to tighten the bolt again. If there is still thread jamming, drip lubricating oil into the thread, insert a short pry bar into the bolt tail ring, gently tighten the bolt about half a thread, and then return it to its original position. Repeat this process until the thread rotates completely and smoothly; fully insert the auxiliary rod with the steel pipe welded into the main rod, and rotate the bolt so that the end of the bolt presses against the outer wall of the steel pipe on the auxiliary rod to ensure that the steel pipe cannot slide freely;

[0032] S7: On-site adjustment of fastening bolts: When using on-site, first use a set of adjustment rods to pre-adjust the length of the telescopic rod according to the actual size of the non-standard vertical pole spacing on site, and after trial installation on the first step of the buckle frame, use a short pry bar to tighten the tail ring bolts, remove the buckle pins at both ends, remove the adjustable rod as a basis for batch adjustment, and adjust the length of other rods to the same standard length for standby use;

[0033] S8: Buckle connection: Connect the adjustable tie rods with pre-adjusted lengths by buckling and latching them in the normal operation mode of the buckle scaffolding; then use a short pry bar to insert the tail ring to check the tightness of the bolts one by one to ensure that there is no loose thread slippage;

[0034] S9: Bolt re-tightening inspection: After the adjustable tie rod is connected to the pankou scaffolding, a short pry bar should be inserted into the tail ring to check the tightness of the bolts one by one to ensure that there is no looseness or thread slippage;

[0035] S10: Facade effect inspection: Observe with the naked eye from a distance or use a theodolite to observe whether the distance between the vertical poles is vertical and equidistant. If there is an obvious error, remove the adjustment rod, adjust the length of the telescopic rod, tighten the bolts and reinstall it until the vertical poles are vertical and the distance between them is consistent.

[0036] In S6, anti-rust paint and silver powder paint are used to carry out local anti-rust treatment on the welding parts outside the pipe fittings; the finished products are collected and put into storage for use.

[0037] In S7, to ensure that the spacing between non-standard uprights is consistent, when using adjustable tie rods, do not connect the buckles one by one and then tighten the bolts. Be sure to pre-adjust and tighten the telescopic sleeve according to the above steps to make all adjustable tie rods in the same position the same length.

[0038] Those skilled in the art will appreciate that the present invention is not limited to the foregoing embodiments. The foregoing embodiments and descriptions are merely illustrative of the principles of the present invention. Various changes and modifications may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and modifications are intended to fall within the scope of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A new type of fixed-length telescopic socket-type disc buckle scaffolding processing technology, characterized by: The specific processing technology is as follows: S1: Material preparation: Materials include horizontal rods for the buckle rack, steel pipes, bolts with tail rings, nuts, welding rods, welding machines, abrasive cutting machines, bench drills, and drill bits; S2: Cutting of the horizontal rod of the buckle frame: Use a grinding wheel cutter to cut the horizontal rod of the buckle frame on site. The cut should be 80mm away from the end of the rod. When cutting, keep the cut perpendicular to the axis of the rod and the cut surface flat. After cutting, the horizontal rod of the buckle frame is divided into a main rod and a secondary rod. The length of the main rod is greater than that of the secondary rod. S3: Drilling holes for the horizontal rod of the disc-shaped rack: On the main rod of the disc-shaped rack, drill two φ25 circular holes at 50mm and 80mm away from the cut position respectively using a bench drill. The two circular holes are vertically distributed along the cross-section center of the main rod; S4: Nut welding: Tighten the bolt with the tail ring until the end protrudes 10mm from the nut. Insert the bolt into the round hole drilled on the main rod. Adjust the bolt to the center of the round hole by moving it horizontally, and make the nut close to the outer wall of the main rod. After confirming that the screw is in the correct position, spot weld the nut and the main rod to initially fix it. Rotate the screw again to ensure that the thread rotates smoothly and there is no biting with the hole wall. After confirming that everything is correct, remove the bolt and continue welding along the circumference of the nut to completely fix the nut on the main rod. S5: Telescopic sleeve welding: Insert the steel pipe into the auxiliary rod cutout by 15-20mm, and keep the sleeve and auxiliary rod axial positions parallel. Apply spot welding at the gap between the two pipes for preliminary fixation. Check again whether the axial positions of the two pipes are coaxial by plane rolling or angle ruler measurement, and make corrections. After confirmation, weld the entire circumference of the gap between the two pipes. When welding, weld in four sections along the annular symmetrical position to prevent thermal stress from causing deformation of the pipe fittings and dislocation of coaxiality. After welding is completed, remove the welding slag in time and check the fullness of the weld. S6: Assembly of the telescopic rod: First, screw the bolt with the tail ring into the welding nut of the main rod, and check whether the bolt rotates smoothly. If there is any thread jamming, remove the screw, clean out the iron filings, welding slag and other debris in the thread, and try to tighten the bolt again. If there is still thread jamming, drip lubricating oil into the thread, insert a short pry bar into the bolt tail ring, gently tighten the bolt about half a thread, and then return it to its original position. Repeat this process until the thread rotates completely and smoothly; fully insert the auxiliary rod welded with the steel pipe into the main rod, rotate the bolt so that the end of the bolt presses against the outer wall of the steel pipe on the auxiliary rod to ensure that the steel pipe cannot slide freely; S7: On-site adjustment of fastening bolts: When using on-site, first use a set of adjustment rods to pre-adjust the length of the telescopic rod according to the actual size of the non-standard vertical pole spacing on site, and after trial installation on the first step of the buckle frame, use a short pry bar to tighten the tail ring bolts, remove the buckle pins at both ends, remove the adjustable rod as a basis for batch adjustment, and adjust the length of other rods to the same standard length for standby use; S8: Buckle connection: Connect the adjustable tie rods with pre-adjusted lengths by buckling and latching them in the normal operation mode of the buckle scaffolding; then use a short pry bar to insert the tail ring to check the tightness of the bolts one by one to ensure that there is no loose thread slippage; S9: Bolt re-tightening inspection: After the adjustable tie rod is connected to the pankou scaffolding, a short pry bar should be inserted into the tail ring to check the tightness of the bolts one by one to ensure that there is no looseness or thread slippage; S10: Facade effect inspection: Observe with the naked eye from a distance or use a theodolite to observe whether the distance between the vertical poles is vertical and equidistant. If there is an obvious error, remove the adjustment rod, adjust the length of the telescopic rod, tighten the bolts and reinstall it until the vertical poles are vertical and the distance between them is consistent.

2. The novel fixed-length telescopic socket-and-hook scaffolding processing technology according to claim 1 is characterized by: In S6, the external welded parts of the pipes are locally treated with anti-rust paint and silver paint; and the finished products are stored for later use.

3. The novel fixed-length telescopic socket-and-hook scaffolding processing technology according to claim 1 is characterized by: In order to ensure that the spacing between non-standard vertical poles is consistent in S7, when using the adjustable pull rods, it is not possible to connect the buckles one by one and then tighten the bolts. Be sure to pre-adjust and tighten the telescopic sleeve according to the above steps to make the lengths of all adjustable pull rods in the same position consistent.

Citation Information

Patent Citations

  • Plate buckle supporting system with large vertical rod spacing and construction method thereof

    CN114991441A

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