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Disc buckle type scaffold connecting structure

A technology for connecting structures and scaffolding, which is applied in the direction of scaffolding connection, building structure support, building structure support, etc. It can solve problems that affect the life safety of construction personnel, affect the overall safety of scaffolding, and it is difficult to determine the amount of subsidence with the naked eye. Achieve the effects of lower inspection threshold, low cost, and convenient production

Pending Publication Date: 2022-08-05
THE THIRD CONSTR OF CHINA CONSTR EIGHTH ENG BUREAU
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the specification puts forward clear inspection standards, it is difficult for operators and managers to determine the exact amount of subsidence with naked eyes in actual implementation.
If the sinking amount of the bolt does not meet the standard, it will cause the instability of the rod connection, which will not only affect the overall safety of the scaffold and lead to collapse accidents, but also seriously affect the life safety of construction personnel

Method used

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  • Disc buckle type scaffold connecting structure
  • Disc buckle type scaffold connecting structure
  • Disc buckle type scaffold connecting structure

Examples

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Embodiment Construction

[0027] The present invention will be further described below with reference to the embodiments and the accompanying drawings.

[0028] like figure 1 and figure 2 As shown, a buckle-type scaffolding connection structure includes a vertical rod 1 and a cross rod 2, wherein a disk 1a is welded on the vertical rod 1, and a connecting hole 1b is distributed on the disk 1a for connecting the cross rod 2; The end of the transverse rod 2 is welded with a transverse rod casting head 2a, the middle part of the transverse rod casting head 2a is provided with a fitting notch 2c suitable for the thickness of the disc 1a, and the transverse rod casting head 2a is provided with a locking channel 2b, the The locking channel 2b overlaps with the connecting hole 1b and runs through the height direction of the crossbar casting head 2a; the locking channel 2b is provided with a wedge-shaped pin 3, please refer to Figure 4 , at least one side plane of the wedge-shaped latch 3 is provided with ...

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PUM

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Abstract

The invention discloses a disc buckle type scaffold connecting structure which comprises a vertical rod and a transverse rod, a disc is arranged on the vertical rod, connecting holes are distributed in the disc, the transverse rod is assembled on the connecting holes of the disc, a transverse rod casting head is arranged at the end of the transverse rod, and an assembling notch matched with the thickness of the disc is formed in the middle of the transverse rod casting head. A connecting hole is formed in the cross rod casting head, a locking channel coinciding with the connecting hole is formed in the cross rod casting head and penetrates through the height direction of the cross rod casting head, a wedge-shaped bolt is embedded in the locking channel, visual scales are arranged on the side wall of the wedge-shaped bolt, and the visual scales comprise a plurality of main scale lines distributed in an array mode in the height direction of the visual scales; the distance between any two adjacent main scale lines is 3 mm. The visual scale has the advantages that operators and managers can simply and efficiently recognize the sinkage of the plug pin by means of regular arrangement of the scale lines and end digital marking, the check threshold is lowered, the working efficiency is improved, the reliability of connection of the rod pieces of the disc buckle frame is improved, and the overall quality of the frame body is guaranteed.

Description

technical field [0001] The invention relates to the technical field of construction engineering, in particular to a buckle type scaffold connection structure. Background technique [0002] Buckle type scaffolding is a new type of scaffolding. The connection method between the vertical rod, the horizontal rod and the inclined rod is to use the bolts at both ends of the horizontal rod, the inclined rod and the connecting plate of the vertical rod to connect. When installing, just align the joints of the crossbar and the inclined rod with the position of the connecting plate, then insert the bolt into the hole of the connecting plate by hand and pass through the bottom of the joint, and then hit the top of the bolt with a hammer to make the crossbar and inclined rod. The arc surface on the joint is closely combined with the vertical rod, and the tightness of the bolt is directly related to the reliability of the rod connection and thus affects the overall stability of the scaff...

Claims

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Application Information

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IPC IPC(8): E04G7/34
CPCE04G7/34Y02A40/25
Inventor 胡铁议李晓亮乔亚伟蔡昌红蒋传通
Owner THE THIRD CONSTR OF CHINA CONSTR EIGHTH ENG BUREAU
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