JP3162943U - Scaffolding stairs - Google Patents

Scaffolding stairs Download PDF

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JP3162943U
JP3162943U JP2010004665U JP2010004665U JP3162943U JP 3162943 U JP3162943 U JP 3162943U JP 2010004665 U JP2010004665 U JP 2010004665U JP 2010004665 U JP2010004665 U JP 2010004665U JP 3162943 U JP3162943 U JP 3162943U
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staircase
tread
welded
scaffolding
pair
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内橋 義晴
義晴 内橋
恭一 山村
恭一 山村
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平和技研株式会社
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Abstract

【課題】広い足踏み領域を確保した上で重量増を抑制し、かつ踏板材及び補強板材を形成するための板取り面積を小さくする足場用階段を提供する。【解決手段】横架材に係止可能な係合部を両端に備え対となって平行配置される角パイプ14aと、左右端が角パイプ14aに溶接される複数の踏板材15とを有し、踏板材15は左右幅が角パイプ14aの間隔より狭く、角パイプ14aから側面視して突出した張出板部19を備える足場用階段であって、各踏板材15の前後には踏板材15を折り曲げた折曲げ部21、22を有し、前側の折曲げ部21の左右両側には、下部が角パイプ14aの内側に踏板材15の溶接箇所と距離を有してそれぞれ溶接された左右の補強板材24の上部が溶接され、補強板材24で側面視して角パイプ14aから突出した部分は、平面視して張出板部19内に収まる。【選択図】図3Provided is a staircase for a scaffold that secures a wide stepping area, suppresses an increase in weight, and reduces a boarding area for forming a stepping board material and a reinforcing board material. A square pipe 14a having a pair of engaging portions that can be locked to a horizontal member and arranged in parallel as a pair, and a plurality of tread members 15 whose left and right ends are welded to the square pipe 14a are provided. The footboard material 15 is a staircase for scaffolding that includes a projecting plate portion 19 having a lateral width narrower than the interval between the square pipes 14a and protruding from the side of the square pipe 14a. Folded portions 21 and 22 are formed by bending the material 15, and the lower portions are welded to the left and right sides of the front bent portion 21 at the inner side of the square pipe 14 a with a distance from the welded portion of the tread plate material 15. The upper portions of the left and right reinforcing plate members 24 are welded, and a portion of the reinforcing plate member 24 that protrudes from the square pipe 14a when viewed from the side is accommodated in the projecting plate portion 19 when viewed in plan. [Selection] Figure 3

Description

本考案は、建築現場等で用いられる足場用階段に関する。 The present invention relates to a staircase for a scaffold used in a construction site or the like.

建築現場等では、建築途中の建物の周囲に作業者の作業床等を確保するための仮設足場が設けられ、仮設足場には、作業者が上り下りするのに使用される足場用階段が取り付けられる。足場用階段には、作業者が安全に上り下りできるように足踏み領域を広くしたものがあり、その具体例が特許文献1、2に記載されている。
特許文献1、2の足場用階段は共に踏板材(ステッププレート)が側面視して左右一対のパイプ材(支持材)から突出しており、広い足踏み領域を確保している。また、足場用階段を重ねた際、一の足場用階段の踏板材の突出した部分が他の足場用階段のパイプ材の内側に挟まれて取り外しにくくなるのを防ぐため、踏板材の突出した部分は、左右幅が一対のパイプ材の間隔より狭く形成されている。
In construction sites, etc., temporary scaffolding is provided around the building in the middle of construction to secure the worker's work floor, etc. The temporary scaffolding is attached with stairs for scaffolding used by the workers to go up and down It is done. Some of the staircases for scaffolding have a wide stepping area so that an operator can safely go up and down, and specific examples thereof are described in Patent Documents 1 and 2.
In both of the staircases for scaffolding of Patent Documents 1 and 2, a tread plate material (step plate) projects from a pair of left and right pipe materials (support materials) in a side view, and a wide stepping area is secured. In addition, when the staircase for the scaffolding was piled up, the protruding part of the stepping board material was prevented to prevent the protruding part of the stepping board material of one scaffolding staircase from being sandwiched inside the pipe material of the other scaffolding staircase. The left and right widths of the part are formed narrower than the distance between the pair of pipe members.

特許第4177827号公報Japanese Patent No. 4177827 特開2009−30343号公報JP 2009-30343 A

しかしながら、特許文献1の足場用階段は、踏板材を支持する補強板材(補強プレート)が左右一対のパイプ材の間隔と略同幅の矩形状に形成されているため、補強板材自体にある程度の重量があり、この補強板材を複数設けることにより足場用階段は重くなる。そして、踏板材と補強板材は、一枚の金属製の板体を屈曲して形成しているので、板取りの面積が大きいという問題があった。
また、特許文献2の足場用階段は、踏板材を支持するブラケットをパイプ材に溶接している箇所が、踏板材のパイプ材への溶接箇所に近接しているため、ブラケットに生じる負荷が大きく、強度を確保するためにブラケットを厚くする必要があり、特許文献1と同様に、足場用階段が重くなるという問題があった。
本考案はかかる事情に鑑みてなされたもので、広い足踏み領域を確保した上で足場用階段全体の重量増を抑制し、更に踏板材及び補強板材を形成するための板取り面積を小さくする足場用階段を提供することを目的とする。
However, in the staircase for scaffolding of Patent Document 1, the reinforcing plate material (reinforcing plate) that supports the tread plate material is formed in a rectangular shape that is substantially the same width as the interval between the pair of left and right pipe members, so that the reinforcing plate material itself has a certain amount. There is a weight, and by providing a plurality of reinforcing plate members, the staircase for scaffolding becomes heavy. And since the tread board material and the reinforcing board material are formed by bending a single metal plate body, there is a problem that the area of the plate cutting is large.
Further, in the staircase for scaffolding of Patent Document 2, the place where the bracket that supports the tread material is welded to the pipe material is close to the welded place of the tread material to the pipe material, so the load generated on the bracket is large. In order to ensure the strength, it is necessary to increase the thickness of the bracket, and as in Patent Document 1, there is a problem that the staircase for scaffolding becomes heavy.
The present invention has been made in view of such circumstances, and a scaffold that secures a wide stepping area, suppresses an increase in the weight of the entire staircase for a scaffold, and further reduces a planing area for forming a stepping board material and a reinforcing board material. The purpose is to provide a staircase.

前記目的に沿う本考案に係る足場用階段は、横架材に係止可能な係合部を両端に備え対となって平行配置される金属製の角パイプと、前記対となる角パイプの内側にあって所定間隔で配置され、左右端が前記対となる角パイプに溶接される複数の金属製の踏板材とを有し、前記踏板材は前記対となる角パイプから側面視して外側に突出した張出板部を備え、該張出板部の左右幅が前記対となる角パイプの間隔より狭い足場用階段であって、前記各踏板材の前後には該踏板材を折り曲げて形成した折曲げ部を有し、110〜130度の範囲で折り曲げられた前側の該折曲げ部の左右両側には、下部が前記対となる角パイプの内側に前記踏板材の溶接箇所とは距離を有してそれぞれ溶接された左右の補強板材の上部が溶接され、更に、前記左右の補強板材で側面視して前記対となる角パイプから突出した部分は、平面視して前記張出板部内に収まる。 The staircase for scaffolding according to the present invention that meets the above-mentioned purpose is provided with a metal square pipe arranged in parallel with a pair of engaging portions that can be locked to a horizontal member at both ends, and the pair of square pipes. A plurality of metal tread members that are arranged on the inner side at predetermined intervals and whose left and right ends are welded to the pair of square pipes, and the tread plates are viewed from the side of the pair of square pipes A scaffolding staircase having a projecting plate portion protruding outward, wherein the lateral width of the projecting plate portion is narrower than the interval between the pair of square pipes, and the tread plate material is folded before and after each tread plate material A bent portion formed on the left and right sides of the bent portion on the front side that is bent in a range of 110 to 130 degrees, and a lower portion is welded to the tread plate material on the inside of the paired square pipe. Are welded to the upper portions of the left and right reinforcing plate members, which are welded at a distance, And a side view with a strong plate material projects from square pipe forming the pair portion is fit into the Zhang Deban portion in plan view.

本考案に係る足場用階段において、前記踏板材には、バーリング加工がなされた複数の滑り止め孔が形成されているのが好ましい。 In the staircase for scaffolding according to the present invention, it is preferable that the tread material is formed with a plurality of anti-slip holes subjected to burring.

本考案に係る足場用階段において、前記補強板材はL字状の平面板材であるのが好ましい。 In the staircase for scaffolding according to the present invention, the reinforcing plate is preferably an L-shaped flat plate.

請求項1〜3記載の足場用階段は、踏板材が対となる角パイプから側面視して外側に突出した張出板部を備えるので、足場用階段を上り下りする作業者に広い足踏み領域を確保することができる。
また、踏板材の前側の折曲げ部の左右両側には、下部が対となる角パイプの内側に踏板材の溶接箇所とは距離を有してそれぞれ溶接された左右の補強板材の上部が溶接されているので、1)踏板材は踏板材と同幅の板材を用いることなく支持され、2)補強板材(下部)と角パイプの溶接箇所が、踏板材と角パイプの溶接箇所と近接している場合に比べ、踏板材を支持する補強板材に生じる負荷が小さく、踏板材の厚みを薄くすることができ、足場用階段の軽量化を図ることが可能である。
The staircase for scaffolding according to any one of claims 1 to 3, comprising a projecting plate portion that projects outward from a side view of a square pipe with which a treadboard material is paired, so that a wide stepping area can be provided to an operator who goes up and down the staircase for scaffolding. Can be secured.
In addition, on the left and right sides of the bent part on the front side of the tread material, the upper part of the left and right reinforcement plates welded to the inside of the square pipe with which the lower part is paired is welded with a distance from the welded part of the tread material. 1) The tread material is supported without using the same width as the tread material, and 2) The welded part of the reinforcing plate (lower part) and the square pipe are close to the welded part of the tread material and the square pipe. Compared to the case where the load is generated, the load generated on the reinforcing plate material that supports the tread material is small, the thickness of the tread material can be reduced, and the weight of the staircase for the scaffold can be reduced.

そして、補強板材は踏板材とは別の板材であって、踏板材の折曲げ部の左右両側に溶接される補強板材の上部の幅が踏板材の幅より狭いため、補強板材と踏板材を一枚の板材を屈曲して形成するものに比べ補強板材及び踏板材を形成するための板取り面積を小さくすることができる。
更に、張出板部は左右幅が対となる角パイプの間隔より狭く、かつ左右の補強板材で側面視して角パイプから突出した部分は、平面視して踏板材の張出板部内に収まるので、足場用階段は、一の足場用階段の側面視して角パイプから突出した部位を、他の足場用階段の角パイプに接触させることなく重ね合わすことができ、重ね合わされた足場用階段は摩擦力の発生なしに容易に引き離すことが可能である。
The reinforcing plate material is a plate material different from the tread material, and the width of the upper portion of the reinforcing plate material welded to the left and right sides of the bent portion of the tread material is narrower than the width of the tread material. Compared to the one formed by bending a single plate material, the plate area for forming the reinforcing plate material and the tread plate material can be reduced.
Furthermore, the overhanging plate portion is narrower than the interval between the paired square pipes, and the portion protruding from the square pipe when viewed from the side with the left and right reinforcing plate materials is in the overhanging plate portion of the tread plate material in plan view. Because it fits, the staircase for the scaffold can be overlapped without touching the corner pipe of the other staircase staircase, as seen from the side of the one staircase staircase. The stairs can be easily separated without generating frictional forces.

特に、請求項2記載の足場用階段は、踏板材に、バーリング加工がなされた複数の滑り止め孔が形成されているので、作業者が足を滑らせることなく足場用階段の上り下り可能な環境を提供することができる。 In particular, the scaffold staircase according to claim 2 is provided with a plurality of anti-slip holes formed in the tread plate material so as to be able to ascend and descend the scaffold staircase without sliding the foot. An environment can be provided.

請求項3記載の足場用階段は、補強板材がL字状の平面板材であるので、補強板材は、製造工程において曲げ加工等を要さず、製造コストを低減可能である。 In the staircase for scaffolding according to claim 3, since the reinforcing plate is an L-shaped flat plate, the reinforcing plate does not require bending in the manufacturing process, and the manufacturing cost can be reduced.

(A)、(B)はそれぞれ、本考案の一実施の形態に係る足場用階段の部分平面図及び部分正面図である。(A) and (B) are respectively a partial plan view and a partial front view of a staircase for scaffolding according to an embodiment of the present invention. 同足場用階段の側面図である。It is a side view of the staircase for scaffolding. 同足場用階段の部分側面図である。It is a partial side view of the staircase for the scaffolding.

続いて、添付した図面を参照しつつ、本考案を具体化した実施の形態につき説明し、本考案の理解に供する。
図1〜図3に示すように、本考案の一実施の形態に係る足場用階段10は、横架材11、11aに係止可能な係合部12、13を両端に備え対となって平行配置される金属製の角パイプ14、14aと、対となる角パイプ14、14aの内側にあって所定間隔で配置され、左右端が対となる角パイプ14、14aに溶接される複数の金属製の踏板材15とを有している。
なお、横架材11、11aは、仮設足場において手すり等を形成する水平配置された丸パイプであり、横架材11は横架材11aより高い位置に設けられている。
Next, embodiments of the present invention will be described with reference to the accompanying drawings for understanding of the present invention.
As shown in FIG. 1 to FIG. 3, a staircase 10 for a scaffold according to an embodiment of the present invention is provided with engaging portions 12 and 13 that can be locked to horizontal members 11 and 11 a at both ends. A plurality of metal square pipes 14, 14 a arranged in parallel and a plurality of square pipes 14, 14 a that are arranged inside the pair of square pipes 14, 14 a at a predetermined interval and are welded to the pair of square pipes 14, 14 a. And a metal tread material 15.
The horizontal members 11 and 11a are horizontally arranged round pipes that form handrails or the like in the temporary scaffolding, and the horizontal member 11 is provided at a position higher than the horizontal member 11a.

図1(A)、(B)、図2に示すように、角パイプ14、14aは、2〜3mの長さを有し、厚みが1.5〜1.8mmで、断面は、長辺が40〜60mmで短辺が15〜30mmの矩形である。また、角パイプ14、14aは表面に錆防止のためのメッキ処理がなされている。
係合部12、13は、角パイプ14(角パイプ14aについても同じ)の一側端部及び他側端部にそれぞれ設けられている。足場用階段10は、係合部12、13を横架材11、11aにそれぞれ係止することによって、角パイプ14、14aが斜めとなった状態で横架材11、11aに固定される。
As shown in FIGS. 1A, 1B, and 2, the square pipes 14 and 14a have a length of 2 to 3 m, a thickness of 1.5 to 1.8 mm, and a cross section of a long side. Is a rectangle with a short side of 15 to 30 mm. The square pipes 14 and 14a are plated on the surfaces to prevent rust.
The engaging portions 12 and 13 are provided at one end and the other end of the square pipe 14 (the same applies to the square pipe 14a). The staircase 10 for scaffolding is fixed to the horizontal members 11 and 11a in a state where the square pipes 14 and 14a are inclined by locking the engaging portions 12 and 13 to the horizontal members 11 and 11a, respectively.

係合部12は、角パイプ14に周知のねじ部材によって固定されたC字状の平面板材16を備え、その平面板材16によって横架材11の外周の上側半分を含む略3/4の領域を囲むようにして、横架材11に係止される。また、係合部12は角パイプ14に対する取付け角度が変更可能であり、平面板材16は係合部12、13を係止する横架材の位置関係に応じて、その向きが調整される。
係合部13はU字状の平面板材17を備え、そのU字状の平面板材17の内周領域を斜め上側から横架材11aに当接して、横架材11aに係止される。
以下、係合部12、13が横架材11、11aにそれぞれ掛止されているときの足場用階段10の姿勢(図2に示すように、角パイプ14、14aが傾斜配置された状態)を基準にして足場用階段10を構成している各部材等の位置を記載する。
The engaging portion 12 includes a C-shaped flat plate member 16 fixed to the square pipe 14 by a known screw member, and the flat plate member 16 includes a substantially 3/4 region including the upper half of the outer periphery of the horizontal member 11. Is secured to the horizontal member 11. In addition, the engagement angle of the engaging portion 12 with respect to the square pipe 14 can be changed, and the orientation of the flat plate member 16 is adjusted according to the positional relationship of the horizontal member that locks the engaging portions 12 and 13.
The engaging portion 13 includes a U-shaped flat plate member 17, and an inner peripheral region of the U-shaped flat plate member 17 is brought into contact with the horizontal member 11 a obliquely from the upper side and is locked to the horizontal member 11 a.
Hereinafter, the posture of the staircase 10 for scaffolding when the engaging portions 12 and 13 are respectively hooked on the horizontal members 11 and 11a (the state where the square pipes 14 and 14a are inclined as shown in FIG. 2). The position of each member etc. which comprises the staircase 10 for scaffolds on the basis of is described.

対となる角パイプ14、14aの内側には、複数(本実施の形態では7つ)の踏板材15が等間隔で配置されている。
踏板材15は、図1(A)、(B)、図3に示すように、基側が角パイプ14、14aに溶接され、溶接された部分より先側に、側面視して角パイプ14、14aから外側に突出した張出板部19を有し、この張出板部19によって、足場用階段10を上り下りする作業者の足踏み領域に一定以上の広さ(例えば、踏板材15の横幅は300〜400mm、奥行きは170〜200mmで51000〜80000mmの面積を有する)を確保している。
張出板部19は矩形であり、左右幅が角パイプ14、14aの間隔より狭くなるように形成され、平面視して張出板部19と角パイプ14の間、及び張出板部19と角パイプ14aの間にはそれぞれ8〜15mmの隙間が設けられている。
Inside the pair of square pipes 14 and 14a, a plurality of (seven in this embodiment) tread members 15 are arranged at equal intervals.
As shown in FIGS. 1 (A), 1 (B), and 3, the tread material 15 is welded to the square pipes 14, 14 a on the base side, and the square pipe 14, as viewed from the side, in front of the welded portion. The projecting plate portion 19 protrudes outward from 14a, and the projecting plate portion 19 allows the worker to go up and down the scaffolding stairs 10 to have a certain area (for example, the width of the tread plate material 15). Is 300 to 400 mm, the depth is 170 to 200 mm, and the area is 51000 to 80000 mm 2 ).
The overhanging plate portion 19 is rectangular, and is formed such that the left and right width is narrower than the interval between the square pipes 14 and 14a, and between the overhanging plate portion 19 and the square pipe 14 in plan view, and the overhanging plate portion 19. A gap of 8 to 15 mm is provided between the square pipe 14a and the square pipe 14a.

踏板材15は、張出板部19を含む全体に、周縁がバーリング加工によって踏板材15の表面側(上方)に突出した複数の滑り止め孔20が形成されている。
踏板材15の前後には、踏板材15を折り曲げて形成した折曲げ部21、22がそれぞれ設けられ、踏板材15はこの折曲げ部21、22によって強度が保たれている。
前側の折曲げ部21は、踏板材18をθ1(110°≦θ1≦130°)折り曲げて形成され、後側の折曲げ部22は、踏板材18をθ2(80°≦θ2≦100°)折り曲げて形成されている。
踏板材15は、張出板部19より基側にある部位(後側の折曲げ部22を含む)の左端及び右端が、角パイプ14、14aにそれぞれ溶接されている。
A plurality of anti-slip holes 20 whose peripheral edges protrude to the surface side (upward) of the tread board material 15 by burring are formed on the entire tread board material 15 including the overhanging plate portion 19.
Bending portions 21 and 22 formed by bending the tread plate material 15 are provided before and after the tread plate material 15, respectively, and the strength of the tread plate material 15 is maintained by the bent portions 21 and 22.
The front bent portion 21 is formed by bending the tread material 18 by θ1 (110 ° ≦ θ1 ≦ 130 °), and the rear bent portion 22 is formed by θ2 (80 ° ≦ θ2 ≦ 100 °) of the tread material 18. It is formed by bending.
In the tread plate material 15, the left end and the right end of the portion (including the rear bent portion 22) on the base side from the overhang plate portion 19 are welded to the square pipes 14 and 14 a, respectively.

前側の折曲げ部21は矩形の板状であり、折曲げ部21の左側及び右側(両側)には、踏板材15を下から支持する補強板材23、24がそれぞれ固定されている。
補強板材23、24はそれぞれ、厚みが2.5〜3.5mmのL字状の平面板材である。補強板材23、24は、上部が折曲げ部21の左側及び右側にそれぞれ溶接され、下部が角パイプ14の内側面及び角パイプ14aの内側面にそれぞれ溶接されている。
補強板材23(補強板材24についても同じ)の上部は、折曲げ部21に重合している。また、補強板材23の下部は、踏板材15を角パイプ14に溶接している箇所(即ち踏板材15の基側)とは、例えば130〜170mmの距離を有して角パイプ14に溶接され、踏板材15を支持するにあたって補強板材23の上部及び下部の溶接箇所、ならびに補強板材23にそれぞれ生じる負荷を抑制している。
The front bent portion 21 has a rectangular plate shape, and reinforcing plate members 23 and 24 that support the tread plate material 15 from below are fixed to the left and right sides (both sides) of the bent portion 21, respectively.
The reinforcing plate members 23 and 24 are L-shaped flat plate materials each having a thickness of 2.5 to 3.5 mm. The reinforcing plate members 23 and 24 are welded to the left and right sides of the bent portion 21 at the upper part and to the inner side face of the square pipe 14 and the inner side face of the square pipe 14a, respectively.
The upper part of the reinforcing plate member 23 (the same applies to the reinforcing plate member 24) is superposed on the bent portion 21. Further, the lower part of the reinforcing plate member 23 is welded to the square pipe 14 at a distance of, for example, 130 to 170 mm from a portion where the step plate member 15 is welded to the square pipe 14 (that is, the base side of the step plate member 15). When supporting the tread plate material 15, the load generated in the upper and lower welded portions of the reinforcing plate material 23 and the reinforcing plate material 23 are suppressed.

補強板材23は、側面視して角パイプ14、14aから突出し、上側が折曲げ部21に溶接されている矩形の長辺部25と、長辺部25の下端に連続して形成され、角パイプ14、14aに溶接される左右方向に張出した短辺部26によって構成されている。
長辺部25は、平面視して張出板部19内に収まる位置に配置されており、足場用階段10の側面視して角パイプ14、14aから突出する部位(即ち張出板部19及び長辺部25)は、平面視して角パイプ14、14aの内側に配置されていることになる。
従って、図3に示すように、複数の足場用階段10を重ね合わせる際、足場用階段10は、一の足場用階段10(仮想線で示す)の角パイプ14、14aの間に、他の足場用階段10(実線で示す)の張出板部19及び長辺部25(即ち、側面視して角パイプ14、14aから突出した部分)が嵌入して、上下の足場用階段10の角パイプ14、14aが重なる。これによって、一の足場用階段10の角パイプ14、14aが、他の足場用階段10の張出板部19又は長辺部25を挟んだ状態にはならず、重ね合わされた足場用階段10を引き離すのが困難になるのを回避することができる。
The reinforcing plate member 23 is formed continuously from a rectangular long side portion 25 that protrudes from the square pipes 14 and 14 a in a side view and is welded to the bent portion 21 on the upper side, and a lower end of the long side portion 25. It is comprised by the short side part 26 protruded in the left-right direction welded to the pipes 14 and 14a.
The long side portion 25 is disposed at a position where the long side portion 25 is accommodated in the overhang plate portion 19 in a plan view, and a portion protruding from the square pipes 14 and 14a in a side view of the scaffolding staircase 10 (that is, the overhang plate portion 19). And the long side part 25) is arrange | positioned inside the square pipes 14 and 14a by planar view.
Therefore, as shown in FIG. 3, when a plurality of scaffolding stairs 10 are overlapped, the scaffolding stairs 10 is placed between the other square pipes 14 and 14a of one scaffolding stairs 10 (shown in phantom lines). The overhanging plate part 19 and the long side part 25 (that is, the part protruding from the square pipes 14 and 14a in a side view) of the scaffolding staircase 10 (shown by a solid line) are fitted, and the corners of the upper and lower scaffolding staircases 10 are inserted. The pipes 14 and 14a overlap. As a result, the square pipes 14 and 14a of one scaffolding staircase 10 do not sandwich the overhanging plate part 19 or the long side part 25 of the other scaffolding staircase 10, and the scaffolding staircases 10 are overlapped. It can be avoided that it becomes difficult to separate the two.

以上、本考案の実施の形態を説明したが、本考案は、上記した形態に限定されるものでなく、要旨を逸脱しない条件の変更等は全て本考案の適用範囲である。
例えば、角パイプ等の足場用階段を構成する部材、部品は、前述した大きさに限定されず、足場用階段を用いる仮設足場に合わせて適当な大きさにすることができる。
Although the embodiment of the present invention has been described above, the present invention is not limited to the above-described form, and all changes in conditions and the like that do not depart from the gist are within the scope of application of the present invention.
For example, the members and parts constituting the staircase for scaffolding such as a square pipe are not limited to the above-described size, and can be appropriately sized according to the temporary scaffold using the staircase for scaffolding.

10:足場用階段、11、11a:横架材、12、13:係合部、14、14a:角パイプ、15:踏板材、16、17:平面板材、19:張出板部、20:滑り止め孔、21、22:折曲げ部、23、24:補強板材、25:長辺部、26:短辺部 10: Staircase for scaffolding 11, 11a: Horizontal member, 12, 13: Engagement part, 14, 14a: Square pipe, 15: Tread plate member, 16, 17: Planar plate member, 19: Overhang plate member, 20: Anti-slip holes, 21 and 22: bent portion, 23 and 24: reinforcing plate material, 25: long side portion, 26: short side portion

Claims (3)

横架材に係止可能な係合部を両端に備え対となって平行配置される金属製の角パイプと、前記対となる角パイプの内側にあって所定間隔で配置され、左右端が前記対となる角パイプに溶接される複数の金属製の踏板材とを有し、前記踏板材は前記対となる角パイプから側面視して外側に突出した張出板部を備え、該張出板部の左右幅が前記対となる角パイプの間隔より狭い足場用階段であって、
前記各踏板材の前後には該踏板材を折り曲げて形成した折曲げ部を有し、110〜130度の範囲で折り曲げられた前側の該折曲げ部の左右両側には、下部が前記対となる角パイプの内側に前記踏板材の溶接箇所とは距離を有してそれぞれ溶接された左右の補強板材の上部が溶接され、更に、前記左右の補強板材で側面視して前記対となる角パイプから突出した部分は、平面視して前記張出板部内に収まることを特徴とする足場用階段。
Metal square pipes arranged in parallel with a pair of engaging portions that can be locked to a horizontal member at both ends, and arranged at predetermined intervals inside the pair of square pipes, A plurality of metal tread plates that are welded to the pair of square pipes, and the tread plate material includes a projecting plate portion that protrudes outward in a side view from the pair of square pipes. A staircase for scaffolding in which the left and right width of the exit plate part is narrower than the interval between the pair of square pipes,
Before and after each tread material, there is a bent portion formed by bending the tread material, and the lower part is paired with the pair on the left and right sides of the front bent portion bent in the range of 110 to 130 degrees. The upper portions of the left and right reinforcing plate members that are welded at a distance from the welded portion of the tread plate material are welded to the inner side of the square pipe, and the paired corners are seen in side view with the left and right reinforcing plate members. The staircase for scaffolding, wherein a portion protruding from the pipe is accommodated in the projecting plate portion in plan view.
請求項1記載の足場用階段において、前記踏板材には、バーリング加工がなされた複数の滑り止め孔が形成されていることを特徴とする足場用階段。 The staircase for scaffolding according to claim 1, wherein the tread material is formed with a plurality of anti-slip holes that are subjected to burring. 請求項1又は2記載の足場用階段において、前記補強板材はL字状の平面板材であることを特徴とする足場用階段。 The staircase for scaffolding according to claim 1 or 2, wherein the reinforcing plate member is an L-shaped flat plate member.
JP2010004665U 2010-07-09 2010-07-09 Scaffolding stairs Expired - Lifetime JP3162943U (en)

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