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JP-3255771-U - Scaffolding plank structure

JP3255771UJP 3255771 UJP3255771 UJP 3255771UJP-3255771-U

Abstract

[Problem] To provide a scaffolding board structure that reduces the time and effort required for setting up and dismantling scaffolding, as well as the costs required for transporting scaffolding components to and from the site by truck. [Solution] The scaffolding 1 is provided with a group of support columns 9, which consists of a pair of support columns 6, 6 spaced apart in the beam direction and multiple sets of these pairs of support columns 6, 6 spaced apart at predetermined intervals in the girder direction; brackets 15 installed between each pair of support columns 6, 6 of the group of support columns 9 so as to face the beam direction; handrails 17 installed between adjacent support columns 6, 6 of the group of support columns 9 so as to face the girder direction; scaffolding boards 20 installed between adjacent brackets 15, 15 in the girder direction; and toeboards 30 installed at both ends of the width direction of each scaffolding board 20 so as to follow the length direction of each scaffolding board 20, with the scaffolding boards 20 and toeboards 30 integrated. [Selection Diagram] Figure 3

Inventors

  • 磯部 航

Assignees

  • 株式会社I.K-ステップ

Dates

Publication Date
20260508
Application Date
20260306

Claims (6)

  1. The structure of scaffolding planks used in construction work such as building new construction, renovation, and demolition, A group of support columns is provided, consisting of a pair of support columns placed at predetermined intervals in the beam direction of the building, and multiple sets of the pair of support columns placed at predetermined intervals in the girder direction of the building. A bracket is erected between each pair of support columns of the aforementioned support group so as to face the direction of the beam, A handrail is installed between adjacent support columns in the longitudinal direction of the aforementioned group of support columns, so as to face the longitudinal direction. Scaffolding boards are erected between adjacent brackets in the longitudinal direction, The scaffolding is provided with toeboards provided at both ends in the width direction of each scaffolding board and along the length direction of each scaffolding board, A scaffolding plank structure characterized by integrating the scaffolding plank and the baseboard.
  2. The scaffolding board comprises a reinforcing frame formed by framing rectangular board-shaped members on all four sides, a rectangular board-shaped scaffolding board body integrally provided inside the reinforcing frame, and a pair of hooks integrally provided at both ends in the longitudinal direction of the reinforcing frame and attached to the brackets. The scaffolding board structure for scaffolding according to claim 1, characterized in that the baseboard is integrally provided at both ends in the width direction of the scaffolding board body, or at the portion of the reinforcing frame that is along both ends in the width direction of the scaffolding board body.
  3. The scaffolding board structure according to claim 2 is characterized in that the scaffolding board body is formed by bending both ends in the width direction and both ends in the length direction of a rectangular board material toward the back surface, thereby forming a beam-intersection side edge of a predetermined width at both ends in the width direction and a girder-direction side edge at both ends in the length direction, the beam-intersection side edge and the girder-direction side edge are integrally connected to the reinforcing frame side, and the baseboard is integrally provided on the portion of the beam-intersection side edge at both ends in the width direction of the scaffolding board body along the beam-intersection side edge.
  4. The scaffolding board structure for scaffolding according to claim 3, characterized in that the scaffolding board body is made of a mesh-like board material.
  5. The scaffolding board structure for scaffolding according to any one of claims 2 to 4, characterized in that the baseboard is formed from an L-shaped plate, its base end is integrally connected to the upper part of the scaffolding board body by means of welding, screwing, or other means, and the upright portion protrudes upward from the upper surface of the scaffolding board body.
  6. The scaffolding board structure for scaffolding according to any one of claims 2 to 4, characterized in that the baseboard is formed from an I-shaped plate material, and its base end is integrally connected to the upper part of the reinforcing frame or the upper part of the scaffolding board body by means of welding, screwing, or other means.

Description

This invention relates to the structure of scaffolding planks used in construction work such as building construction, renovation, and demolition, and more particularly to a scaffolding plank structure that can improve the efficiency of transporting the planks to and from the site, installing them on site, and dismantling them. When constructing, renovating, or demolishing buildings such as houses and office buildings, various types of scaffolding are erected around the building to ensure the safety of workers working at heights and to prevent accidents caused by falling materials, tools, etc. An example of this type of scaffolding is described in Patent Document 1. This scaffolding is constructed by arranging a pair of support columns at predetermined intervals in the beam direction (towards the building), arranging multiple sets of these pairs of columns at predetermined intervals in the girder direction (along the building), supporting each pair of columns in each set to the ground with jacks, erecting horizontal members in the beam direction between each pair of columns, erecting vertical members between adjacent outer and inner columns in the girder direction, erecting treads between adjacent horizontal members in the girder direction, and attaching toeboards facing the girder direction to both ends of each tread in the beam direction. In scaffolding of this configuration, the toeboard consists of a rectangular toeboard body with a large aspect ratio and locking fittings attached to both ends of the toeboard body in the longitudinal direction. The locking portions of the pair of fittings are secured to a pair of horizontal members in the longitudinal direction, thereby attaching the toeboards to both ends of the tread in the beam direction. Furthermore, both ends of the toeboard in the width direction are bent in the same direction to form flanges, which increase the bending strength of the toeboard. Patent Document 2 describes another example of scaffolding. This scaffolding is constructed by bending both ends of the scaffolding board body in the width direction downwards into a U-shape, forming U-shaped left and right plates at both ends in the width direction, each consisting of an outer upright plate, a downward curved side plate, and an inner upright plate. Furthermore, U-shaped covers are attached to both ends of the scaffolding board body in the longitudinal direction, and multiple stiffening members are attached to the underside of the scaffolding body at predetermined intervals in the longitudinal direction. By using scaffolding planks with this configuration, the rigidity of the planks can be increased, and it is possible to prevent workers from being injured by the ends of the planks during the transportation of scaffolding components to and from the site, installation, and dismantling, thereby ensuring worker safety. Japanese Patent Publication No. 2017-201097Utility Model Registration No. 3220072 Publication The drawings illustrate specific embodiments of the present invention relating to this disclosure, including not only essential components of the invention but also optional and preferred embodiments. This is an explanatory diagram showing the assembly procedure of scaffolding to which the scaffolding board structure according to the present invention is applied, and is an explanatory diagram showing the first procedure. This is an explanatory diagram showing the second step. This is an explanatory diagram showing the third step. This is a plan view showing the relationship between scaffolding planks and baseboards. This is a cross-sectional view along line A-A in Figure 4. Figure 4 is a front view. This is a schematic diagram of the base. This is a plan view of Figure 7. This is a schematic diagram of another example of the base. This is a plan view of Figure 9. This is a schematic diagram of the support structure. This is a schematic diagram of a crossarm. This is a schematic diagram of the handrail. This is a schematic diagram of the diagonal bracing. This is a schematic diagram of a jack. The scaffolding plank structure of this invention is applicable to various types of scaffolding used in construction, renovation, and demolition work on buildings such as houses and office buildings, to ensure the safety of workers working at heights and to prevent accidents caused by falling materials and tools. In this embodiment, it is applied to wedge-type scaffolding (hereinafter referred to as "scaffolding") used in construction work on low-rise to medium-rise buildings. The scaffolding plank structure 2 of the scaffolding 1 in this embodiment, as shown in Figures 1 to 3, comprises the scaffolding 1, which is composed of members such as jacks 10, bases 3, support columns 6, brackets 15, handrails 17, scaffolding planks 20, toe boards 30, and braces 35. The scaffolding planks 20 and toe boards 30 of this scaffolding 1 are integrated into a single structure. As shown in Figures 1 to 3 and Figu