JP2011184972A - Steel pipe for temporary scaffold strut and method for manufacturing the same - Google Patents

Steel pipe for temporary scaffold strut and method for manufacturing the same Download PDF

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JP2011184972A
JP2011184972A JP2010052517A JP2010052517A JP2011184972A JP 2011184972 A JP2011184972 A JP 2011184972A JP 2010052517 A JP2010052517 A JP 2010052517A JP 2010052517 A JP2010052517 A JP 2010052517A JP 2011184972 A JP2011184972 A JP 2011184972A
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steel pipe
mold
pushing
processed
matches
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JP5424260B2 (en
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Ryuji Tagami
竜司 田上
Shigeru Morikawa
茂 森川
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Nippon Steel Nisshin Co Ltd
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Nisshin Steel Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a strut steel pipe to be used in a temporarily scaffold constructed by laying a handrail bar or the like between struts by a wedge type connecting method, which is configured so that a receiving fitting for receiving a wedge-shaped engagement fitting can be attached to the steel pipe so that its outer surface is flushed with the outer surface of the steel pipe. <P>SOLUTION: The steel pipe includes a depressed surface provided on an outer surface position opposed to the axis of the steel pipe at a required site of the steel pipe. The depressed surface has a curved surface parallel to the outer surface of the steel pipe at the center and two flat surfaces parallel to the axis of the steel pipe which connect both sides of the curved surface to the outer surface of the steel pipe, and the depth of the curved surface portion at the center of the depressed surface is matched to the plate thickness of a steel plate constituting the receiving fitting. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、建設現場においてクサビ式仮設足場の支柱として用いられる鋼管およびその製造方法に関する。   The present invention relates to a steel pipe used as a support for a wedge-type temporary scaffold at a construction site and a manufacturing method thereof.

建設現場などで作業床や通路などとして使用される仮設足場としては、所定間隔おきに立設された支柱間に、腕木や手摺棒が複数段にそれぞれ架け渡され、その腕木間に作業床や通路などとなる布板を載せた構造の足場が一般に知られている。これら、支柱材や腕木、手摺棒として、アルミニウム合金管も用いられているが、機械的特性や耐久性に優れた鋼管が多用されている。   As temporary scaffolds used as work floors and passages at construction sites, etc., arms and handrail bars are spanned in multiple stages between struts erected at predetermined intervals, and work floors, passages, etc. between the arms A scaffold having a structure on which a cloth board is mounted is generally known. Although aluminum alloy pipes are also used as support materials, braces, and handrail bars, steel pipes having excellent mechanical properties and durability are often used.

前記支柱間に腕木や手摺棒を架け渡す方法として、例えば図1,2に見られるように、支柱1,11の側部に、縦に貫通するクサビ孔が形成された受け金具2,12を固設するとともに、腕木や手摺棒3の端部にクサビ形の係合金具4を当該腕木や手摺棒3の軸方向に対して垂直な方向に突設させ、このクサビ形の係合金具4を前記受け金具2,12のクサビ孔に挿入させる、いわゆるクサビ式連結方法が多用されている(例えば特許文献1,2参照。)。
そして、支柱の側部に受け金具を固設する手段として、通常は、コ字状に曲折された鋼板を支柱の側部に溶接接合している。
For example, as shown in FIGS. 1 and 2, as shown in FIGS. 1 and 2, as a method of bridging arms and handrail rods between the columns, receiving brackets 2 and 12 in which wedge holes penetrating vertically are formed on the sides. The wedge-shaped engagement metal fitting 4 is protruded in the direction perpendicular to the axial direction of the arm or the handrail bar 3 at the end of the arm or the handrail bar 3. A so-called wedge-type connection method is often used in which the metal fittings 2 and 12 are inserted into the wedge holes (see, for example, Patent Documents 1 and 2).
And as a means to fix a receiving metal fitting to the side part of a support | pillar, the steel plate bent by the U shape is usually welded and joined to the side part of a support | pillar.

特開平5−222839号公報Japanese Patent Laid-Open No. 5-2222839 特開2002−276152号公報JP 2002-276152 A

ところで、支柱材や腕木、手摺棒として鋼管を用いようとすると、耐久性の観点からさびの発生が心配される。そこで、亜鉛系めっき鋼管の使用が想定される。
しかしながら、受け金具を亜鉛系めっき鋼管製の支柱側部に固設する手段として、前記したような溶接接合法を用いようとすると、鋼材の溶接時に生じ易い溶融金属脆化割れの発生が懸念される。
By the way, if it is going to use a steel pipe as a support | pillar material, a brace, and a handrail rod, generation | occurrence | production of rust is anxious from a viewpoint of durability. Therefore, the use of galvanized steel pipe is assumed.
However, if the above-described welding method is used as a means for fixing the support metal to the side of the column made of galvanized steel pipe, there is a concern about the occurrence of molten metal embrittlement cracks that are likely to occur during welding of steel. The

そこで、受け金具を支柱側部に固設する手段として、溶接接合法を用いずにネジを用いるネジ接合法の使用が想定される。例えば、図3に示すように、受け金具をネジで支柱側部に固定する方法である。図3(a)のように、鋼管の側壁に、鋼管側壁に沿った湾曲部を有する受け金具をネジで止めても良いし、図3(b)のように、鋼管の端部に段差部を設け、この段差部に側面が平らな受け金具をネジで止めても良い。また、図3(c)のように、鋼管中間部に平坦な押込み部を設け、この押込み部に前記図3(b)と同様な側面が平らな受け金具をネジで止めても良い。
このような接合態様により、受け金具は支柱に強固に固定される。
Therefore, it is assumed that a screw joining method using a screw is used instead of the welding joining method as a means for fixing the support metal to the side of the column. For example, as shown in FIG. 3, it is a method of fixing the receiving bracket to the side of the column with screws. As shown in FIG. 3 (a), a receiving metal fitting having a curved portion along the side wall of the steel pipe may be fixed to the side wall of the steel pipe with a screw, or a stepped portion is formed at the end of the steel pipe as shown in FIG. 3 (b). It is also possible to attach a metal fitting with a flat side surface to the stepped portion with a screw. Further, as shown in FIG. 3 (c), a flat pressing portion may be provided in the middle portion of the steel pipe, and a receiving metal having a flat side surface similar to that of FIG. 3 (b) may be fixed to the pressing portion with a screw.
With such a joining mode, the receiving metal fitting is firmly fixed to the support column.

ところで、支柱間には手摺棒の他に腕木を手摺棒に対して直交する方向に架け渡している。このため、図1,2に示すように、支柱には、その側面四方向に受け金具を必要がある。また、クサビ形の係合金具に所要の強度を持たせるには、ある程度の大きくする必要があるが、大きなクサビ形係合金具を受け入れ可能な大型の受け金具を、四方に同一水平ライン上に形成することは困難となる。
そこで、相対する二個ずつをずらして取り付け形態を採ることになる(図2参照)。
Incidentally, in addition to the handrail bars, arms are bridged between the columns in a direction perpendicular to the handrail bars. For this reason, as shown in FIGS. 1 and 2, the support column needs to have a receiving metal fitting in four directions on its side surface. In addition, in order to give the wedge-shaped engagement bracket the required strength, it is necessary to increase the size to some extent, but a large receiving bracket that can accept a large wedge-shaped engagement bracket is placed on the same horizontal line in all directions. It is difficult to form.
Therefore, the mounting form is adopted by shifting the two facing each other (see FIG. 2).

四つの受け金具を二個ずつずらして取り付け形態を採るには、図3(c)に示すような段差部を近接させて上下二段にわたって設ける必要がある。そして、それぞれの段差部に、手摺棒用受け金具と腕木用受け金具をネジで固設した後、これらの受け金具にクサビ形係合金具を挿入することになる。
段差部に受け金具をネジで固設すると、ネジの頭が突出した形態となり易い。ネジの頭が突出しないほどに深い段差部を設けることも想定されるが、二段にわたっての深い段差部の形成は困難である。
In order to shift the four receiving brackets two by two and adopt the mounting form, it is necessary to provide a stepped portion as shown in FIG. Then, after fixing the handrail bar bracket and the brace bracket with screws to the respective stepped portions, the wedge-shaped engagement brackets are inserted into these brackets.
When the metal fitting is fixed to the stepped portion with a screw, the screw head tends to protrude. Although it is assumed that a deep stepped portion is provided so that the screw head does not protrude, it is difficult to form a deep stepped portion over two steps.

ネジの頭が突出していると、図4(a)に示すようにクサビ形係合金具を受け金具内に挿入する際に邪魔になるばかりでなく、受け金具内に挿入したクサビ形係合金具の固定が不安定となる。ネジの頭が突出しないように段差部を深くした場合でも、係合金具のクサビ形状にもよるが、受け金具内に挿入したクサビ形係合金具が不安定になることがある。
したがって、図4(b)に示すように、二段にわたって取り付けた受け金具の、特に上側の受け金具の外表面が、捩じ込んだネジの頭も含め、支柱の表面と段差がないように取り付けられることが望ましい。
When the head of the screw protrudes, as shown in FIG. 4 (a), the wedge-shaped engagement metal fitting inserted into the reception metal fitting is not only obstructed when the wedge-type engagement metal fitting is inserted into the metal fitting. The fixation of becomes unstable. Even when the stepped portion is deepened so that the head of the screw does not protrude, the wedge-shaped engagement fitting inserted into the receiving fitting may become unstable, depending on the wedge shape of the engagement fitting.
Therefore, as shown in FIG. 4 (b), the outer surface of the bracket mounted in two stages, especially the upper bracket, should not be stepped from the surface of the column, including the screw heads. It is desirable to be attached.

受け金具の取り付け形態が二段にわたるのではなく、一段であっても受け金具の外表面が、捩じ込んだネジの頭も含め、支柱の表面と段差がないように取り付けられることが望ましい。仮設足場に乗って作業する作業者の衣服等が捩じ込んだネジの頭等に引っ掛かることも予測される。
本発明は、このような問題を解消すべく案出されたものであり、支柱間に手摺棒等をクサビ式連結方法で架け渡して構築する仮設足場に用いられる支柱用の鋼管として、クサビ形係合金具を受け入れる受け金具外表面が鋼管の表面に段差なく取り付けることが可能な支柱用鋼管を提供することを目的とする。
It is desirable that the mounting form of the receiving bracket does not extend in two steps, and that the outer surface of the receiving bracket is attached so that there is no step difference from the surface of the support, including the screw heads, even if there is only one stage. It is also predicted that the clothes of an operator who works on the temporary scaffold will be caught by the screw heads that are screwed in.
The present invention has been devised to solve such a problem, as a steel pipe for a column used in a temporary scaffolding constructed by bridging a handrail rod or the like between columns using a wedge type connection method, It is an object of the present invention to provide a steel pipe for a column in which an outer surface of a receiving metal receiving an engaging metal can be attached to the surface of the steel pipe without a step.

本発明の仮設足場支柱用鋼管は、その目的を達成するため、鋼管の所要箇所の当該鋼管の軸に対して対向する外面位置に受け金具を固定するための所定の長さの一対の押込み面を設けた仮設足場支柱用鋼管であって、前記押込み面は、中央部に鋼管の外面と平行な曲面を有するとともに、当該曲面の両側と前記鋼管外面とを繋ぐ、当該鋼管の軸と平行な二つの平面とを有するものであり、前記押込み面の中央部の曲面部分の深さが、前記受け金具を構成する鋼板の板厚に合致する深さであることを特徴とする。
前記押込み面が、鋼管の長手方向の近接する2箇所に互いに直交する方向に合せて二対で一セットとして設けられていることが好ましい。
また、本発明の仮設足場支柱用鋼管は亜鉛系めっき鋼管、特にZn−Al−Mg系の合金めっき鋼管を素材としたものが好ましい。
In order to achieve the object of the steel pipe for a temporary scaffolding column of the present invention, a pair of pushing surfaces having a predetermined length for fixing a receiving metal fitting to an outer surface position opposite to the axis of the steel pipe at a required portion of the steel pipe. The pushing pipe has a curved surface parallel to the outer surface of the steel pipe at the center and connects both sides of the curved surface and the outer surface of the steel pipe, and is parallel to the axis of the steel pipe. The depth of the curved surface portion at the center of the pushing surface is a depth that matches the plate thickness of the steel plate that constitutes the receiving metal fitting.
It is preferable that the pushing surface is provided as a set of two pairs in two directions adjacent to each other in the longitudinal direction of the steel pipe in a direction orthogonal to each other.
Moreover, the steel pipe for temporary scaffolding columns of the present invention is preferably made of a zinc-based plated steel pipe, particularly a Zn-Al-Mg-based alloy plated steel pipe.

本発明の仮設足場支柱用鋼管は、被加工鋼管の外径と同じ内径の円筒面を有し、その途中位置に、中央部が前記円筒面と平行な凹曲面で、その両側に前記円筒面の中心軸と平行な平面を備えた所定長さの突出部が被固定受け金具を構成する鋼板の板厚に合致する高さでそれぞれ設けられた外上金型と外下金型とからなる外金型および支持棒の一端に、被加工鋼管の内径に合致する外径の円柱部を有する後端加工保持部と、当該後端加工保持部の前方に、被加工鋼管の内面と平行で被固定受け金具を構成する鋼板の板厚に合致する深さの凸曲面で構成されるとともに当該凸曲面の両側に平坦面を備え、当該平坦部が被加工鋼管の内径に合致する外径の二つの部分円柱部に繋がる所定長さの窪みを上下二箇所設けた押込み面形成部が固設されるとともに、当該押込み面形成部のさらに前方に、被加工鋼管の内径に合致する外径の二つの部分円柱部と、当該部分円柱部間を結ぶ二つの平面部を有し、当該二つの平面部間が被加工押込み面の間隔と合致する先端加工保持部が前記押込み面形成部に対して90°回転自在に取り付けられた内金型を準備し、前記外上金型と間隔をあけて配置された外下金型上に、被加工鋼管を載置するとともに当該被加工鋼管内に前記内金型を挿入するか、あるいは前記内金型を挿入した被加工鋼管を載置して、内金型の押込み面形成部位置を外下金型の突出部位置に合わせた後、前記内金型の先端加工保持部の部分円柱部の向きが押込み面形成部の部分円柱部の向きと90°ずれるようにセットし、その後に前記外上金型を前記外下金型方向に押圧することにより、被加工鋼管に一対の押込み面を形成し、その後に、外上金型の押圧を解除するとともに前記先端加工保持部のみを90°回転させてその部分円柱部の向きを押込み面形成部の部分円柱部の向きに合わせて前記内金型全体を被加工管から取り出すことにより製造される。   The steel pipe for a temporary scaffolding column of the present invention has a cylindrical surface having the same inner diameter as the outer diameter of the steel pipe to be processed, and a middle portion thereof is a concave curved surface parallel to the cylindrical surface, and the cylindrical surfaces on both sides thereof. The upper and lower molds are each provided with a projection having a predetermined length having a plane parallel to the central axis of the steel plate and at a height corresponding to the thickness of the steel plate constituting the fixed bracket. A rear end processing holding portion having an outer diameter cylindrical portion matching the inner diameter of the steel pipe to be processed at one end of the outer mold and the support rod, and in front of the rear end processing holding portion, in parallel with the inner surface of the steel pipe to be processed. Consists of a convex curved surface with a depth that matches the thickness of the steel plate that constitutes the fixed bracket, and has flat surfaces on both sides of the convex curved surface, and the flat portion has an outer diameter that matches the inner diameter of the steel pipe to be processed. When the pushing surface forming part provided with two depressions at the top and bottom of a predetermined length connected to the two partial cylindrical parts is fixed In addition, in front of the pushing surface forming portion, there are two partial cylindrical portions having an outer diameter that matches the inner diameter of the steel pipe to be processed, and two flat portions connecting the partial cylindrical portions, the two flat surfaces An inner mold is prepared in which a tip processing holding portion whose portion matches the interval of the pressed surface to be processed is rotatably attached to the pressed surface forming portion by 90 °, and is spaced from the outer upper die. Place the steel pipe to be processed on the outer lower mold arranged and insert the inner mold into the steel pipe to be processed, or place the steel pipe to be processed with the inner mold inserted, After aligning the pushing surface forming portion position of the inner mold with the protruding portion position of the outer lower die, the orientation of the partial cylindrical portion of the tip processing holding portion of the inner die is the orientation of the partial cylindrical portion of the pushing surface forming portion. Set so as to be shifted by 90 °, and then press the outer upper die toward the outer lower die. Forming a pair of pushing surfaces on the steel pipe to be processed, and then releasing the pressing of the upper and lower molds and rotating only the tip processing holding portion by 90 ° to change the direction of the partial cylindrical portion to the pushing surface forming portion It is manufactured by taking out the entire inner mold from the tube to be processed in accordance with the direction of the partial cylindrical portion.

鋼管外面に、中央部の曲面部分の深さが、取り付けようとする受け金具の板厚と合致する深さの押込み面を一対に設けることにより、支柱間に手摺棒等をクサビ式連結方法で架け渡して構築する仮設足場に用いられる支柱用の鋼管として、受け金具をその外表面と鋼管表面に段差がないように取り付けることが可能な支柱用鋼管を提供することができる。したがって、クサビ形係合金具を支柱に取り付けた受け金具中に差し込む際の障害がなくなって円滑な足場構築作業が行える。
特に、一対の押込み面を、鋼管の長手方向の近接する2箇所に、互いに直交する方向に、合せて二対設けることにより、手摺棒用の他に腕木用のクサビ形係合金具を互いに直交する向きに支柱に取り付けた受け金具中に差し込むことが可能になって、円滑な足場構築作業が行えるばかりでなく、安定性に優れた仮設足場が構築できる。
By providing a pair of push-in surfaces on the outer surface of the steel pipe with a depth where the depth of the curved portion at the center matches the plate thickness of the receiving metal fitting to be attached, As a steel pipe for a pillar used for a temporary scaffold constructed by bridging, a steel pipe for a pillar capable of attaching a receiving metal fitting so that there is no step between the outer surface and the steel pipe surface can be provided. Therefore, there is no obstacle when inserting the wedge-shaped engagement fitting into the receiving fitting attached to the support column, and a smooth scaffold construction work can be performed.
In particular, by providing two pairs of pushing surfaces in two adjacent positions in the longitudinal direction of the steel pipe in a direction orthogonal to each other, the wedge-shaped engagement fittings for the arms are orthogonal to each other in addition to the handrail bars. It can be inserted into a receiving bracket attached to the support column in the direction to be performed, so that not only a smooth scaffold construction work can be performed, but also a temporary scaffold with excellent stability can be constructed.

足場用支柱に手摺棒を架け渡すクサビ式連結方法の従来例を紹介する図The figure which introduces the conventional example of the wedge type connection method which crosses the handrail rod on the support pillar 受け金具を固定した従来の足場用支柱を紹介する図Figure introducing a conventional scaffolding strut with a fixed bracket 足場用支柱への受け金具固定方法の種々の態様を説明する図The figure explaining the various aspect of the receiving metal fixture fixing method to the support | pillar for scaffolds 受け金具固定時の問題点を紹介する図A diagram that introduces the problems when fixing the bracket 本発明仮設足場支柱用鋼管への受け金具固定形態を説明する斜視図The perspective view explaining the metal fitting fixation form to the steel pipe for temporary scaffold columns of the present invention 仮設足場支柱用鋼管を製造するための内金型の形状を説明する斜視図The perspective view explaining the shape of the inner mold for manufacturing the steel pipe for temporary scaffolding columns 仮設足場支柱用鋼管を製造するための金型の配置状況を説明する斜視図The perspective view explaining the arrangement | positioning condition of the metal mold | die for manufacturing the steel pipe for temporary scaffolding columns 仮設足場支柱用鋼管を製造するための外金型の形状を説明する正面図Front view for explaining the shape of an outer mold for manufacturing a steel pipe for a temporary scaffolding column 本発明仮設足場支柱用鋼管への受け金具固定形態を説明する他の斜視図The other perspective view explaining the metal fitting fixation form to the steel pipe for temporary scaffolding of the present invention

前記した通り、支柱に受け金具をネジ等で取り付けると、ネジの頭が突出した形態となってしまい、クサビ形係合金具を受け金具内に挿入する際に邪魔になるばかりでなく、受け金具内に挿入したクサビ形係合金具の固定が不安定となる。ネジの頭が突出しないように段差部を深くした場合でも、係合金具のクサビ形状にもよるが、受け金具内に挿入したクサビ形係合金具が不安定になることがある。また、ネジの頭が突出していると、仮設足場に乗って作業する作業者の衣服等が引っ掛かることもある。特に、受け金具を二段にわたって取り付ける場合、上側の受け金具の外表面が、捩じ込んだネジの頭も含め、支柱の表面と段差がないように取り付けられることが望ましい。   As described above, when the bracket is attached to the column with a screw or the like, the head of the screw protrudes, which not only interferes with the insertion of the wedge-shaped engagement bracket into the bracket, but also the bracket. Fixing of the wedge-shaped engagement metal fitting inserted therein becomes unstable. Even when the stepped portion is deepened so that the head of the screw does not protrude, the wedge-shaped engagement fitting inserted into the receiving fitting may become unstable, depending on the wedge shape of the engagement fitting. Further, if the head of the screw protrudes, clothes or the like of an operator who works on the temporary scaffold may be caught. In particular, when mounting the receiving bracket in two stages, it is desirable that the outer surface of the upper receiving bracket is mounted so that there is no step difference from the surface of the support, including the screw head that is screwed in.

そこで、本発明者等は、図5に示すように、支柱となる鋼管の中間部に、受け金具の板厚分だけ段下げした加工部を形成し、この段下げ部に受け金具をタッピングネジで固定することとした。このような受け金具取り付け構造を採用すれば、鋼管外面と受け金具およびタッピングネジの頭部との間に段差がなく、上記の問題点が解消できる。
本発明は、上記受け金具取り付け構造の採用が可能な支柱用鋼管を得ようとするものである。以下にその詳細を説明する。
Therefore, as shown in FIG. 5, the present inventors form a processed portion that is stepped down by an amount corresponding to the plate thickness of the receiving metal fitting in the middle portion of the steel pipe that becomes the support column, and attach the receiving metal fitting to the stepped down portion by the tapping screw. It was decided to fix with. If such a receiving metal attachment structure is adopted, there is no step between the outer surface of the steel pipe and the receiving metal and the head of the tapping screw, so that the above problem can be solved.
The present invention seeks to obtain a steel pipe for a column that can employ the above-described receiving metal fitting mounting structure. Details will be described below.

まず、本発明の仮設足場支柱用鋼管を製造することが可能な金型について説明する。その金型の最も特徴とする点は、内金型の構造・機能にある。
すなわち、図6に示すように、内金型20は、支持棒21の一端に、被加工鋼管の内径に合致する外径の円柱部を有する後端加工保持部22を備えている。そしてその後端加工保持部22の前方に、被加工鋼管の内面と平行で被固定受け金具を構成する鋼板の板厚に合致する深さの凸曲面で構成されるとともに当該凸曲面の両側に平坦面を備え、当該平坦部が被加工鋼管の内径に合致する外径の二つの部分円柱部23aに繋がる所定長さの窪み23bを上下二箇所設けた押込み面形成部23が固設されている。さらにその押込み面形成部23の前方に、二つの部分円柱部24aと、当該部分円柱部間を結ぶ二つの平面部24bを有し、当該二つの平面部間が被加工押込み面の間隔と合致する先端加工保持部24が取り付けられている。この先端加工保持部24は、図示は省略するが、支持棒21を貫通する中心棒に繋がれて前記後端加工保持部22および前記押込み面形成部23に対して90°回転自在に取り付けられている。
First, the metal mold | die which can manufacture the steel pipe for temporary scaffolding pillars of this invention is demonstrated. The most characteristic point of the mold is the structure and function of the inner mold.
That is, as shown in FIG. 6, the inner mold 20 includes a rear end processing holding portion 22 having a cylindrical portion having an outer diameter matching the inner diameter of the steel pipe to be processed at one end of the support bar 21. And it is formed in front of the rear end processing holding part 22 with a convex curved surface having a depth that is parallel to the inner surface of the steel pipe to be processed and that matches the plate thickness of the steel plate constituting the fixed bracket, and is flat on both sides of the convex curved surface. A pressing surface forming portion 23 having a surface and having two indentations 23b of a predetermined length connected to the two partial cylindrical portions 23a having an outer diameter matching the inner diameter of the steel pipe to be processed is fixed. . Furthermore, in front of the pushing surface forming portion 23, there are two partial cylindrical portions 24a and two flat portions 24b connecting the partial cylindrical portions, and the space between the two flat portions matches the interval of the working pushing surface. A tip processing holding portion 24 is attached. Although not shown in the drawings, the front end processing holding portion 24 is connected to a center bar penetrating the support rod 21 and is attached to the rear end processing holding portion 22 and the pushing surface forming portion 23 so as to be rotatable by 90 °. ing.

外金型は、被加工鋼管の外径と同じ内径の円筒面を有し、その途中位置に、中央部が前記円筒面と平行な凹曲面で、その両側に前記円筒面の中心軸と平行な平面を備えた所定長さの突出部33が被固定受け金具を構成する鋼板の板厚に合致する高さでそれぞれ設けられた外上金型31と外下金型32とから構成されている(図7、8参照)。
そして、その外金型31,32内に、被加工鋼管(図示せず)および内金型20が挿入され、被加工鋼管の所要箇所に押込み部が形成される。
次に、その形成工程を順に説明する。
The outer mold has a cylindrical surface having the same inner diameter as the outer diameter of the steel pipe to be processed, and a central portion is a concave curved surface parallel to the cylindrical surface at the middle position, and parallel to the central axis of the cylindrical surface on both sides thereof. The protrusion 33 having a predetermined length with a flat surface is composed of an outer upper mold 31 and an outer lower mold 32 provided at heights that match the plate thickness of the steel plate constituting the fixed bracket. (See FIGS. 7 and 8).
Then, a steel pipe to be processed (not shown) and the inner mold 20 are inserted into the outer dies 31 and 32, and a pushing portion is formed at a required portion of the steel pipe to be processed.
Next, the formation process will be described in order.

前記外上金型と間隔をあけて配置された外下金型上に被加工鋼管を載置し、載置された被加工鋼管内に前記内金型20を挿入する。あるいは別の場所で前記内金型20を挿入した被加工鋼管を外下金型上に載置する。そして、内金型の押込み面形成部23の位置を外下金型の突出部位置に合わせる。そして、前記内金型の先端加工保持部24の部分円柱部24aの向きが押込み面形成部23の部分円柱部23aの向きと90°ずれるようにセットする。なお、被加工鋼管内に内金型20を挿入する前に、前記内金型の先端加工保持部24の部分円柱部24aの向きが押込み面形成部23の部分円柱部23aの向きと90°ずれるように合わせておくことが好ましい。   A steel pipe to be processed is placed on an outer lower mold that is spaced apart from the outer upper mold, and the inner mold 20 is inserted into the placed steel pipe to be processed. Or the to-be-processed steel pipe which inserted the said inner metal mold | die 20 in another place is mounted on an outer lower metal mold | die. Then, the position of the pushing surface forming portion 23 of the inner mold is matched with the protruding portion position of the outer lower mold. And it sets so that the direction of the partial cylinder part 24a of the front-end | tip process holding | maintenance part 24 of the said inner metal mold | die will shift | deviate 90 degrees with the direction of the partial cylinder part 23a of the pushing surface formation part 23. Before the inner mold 20 is inserted into the steel pipe to be processed, the orientation of the partial cylindrical portion 24a of the tip working holding portion 24 of the inner mold is 90 ° with respect to the orientation of the partial cylindrical portion 23a of the pushing surface forming portion 23. It is preferable to adjust so as to shift.

その後に前記外上金型を前記外下金型方向に押圧することにより、被加工鋼管に一対の押込み面を形成する。押込み面を形成した後、外上金型の押圧を解除する。その後、前記先端加工保持部24のみを90°回転し、その部分円柱部24a向きを押込み面形成部23の部分円柱部23aの向きに合わせる。その後に、前記内金型全体を被加工管から取り出す。この一連の工程により、中央部に鋼管の外面と平行な曲面を有するとともに、この曲面の両側と前記鋼管外面とを繋ぐ、当該鋼管の軸と平行な二つの平面を有する押込み面が、被加工鋼管の軸に対して対向する外面位置に一対で形成される。   Thereafter, the outer upper mold is pressed in the direction of the outer lower mold to form a pair of pressing surfaces on the steel pipe to be processed. After the pressing surface is formed, the pressing of the outer upper mold is released. Thereafter, only the tip processing holding part 24 is rotated by 90 °, and the direction of the partial cylindrical part 24 a is matched with the direction of the partial cylindrical part 23 a of the pushing surface forming part 23. Thereafter, the entire inner mold is taken out from the work tube. By this series of steps, a pushing surface having two planes parallel to the axis of the steel pipe, which has a curved surface parallel to the outer surface of the steel pipe at the center portion and connects both sides of the curved surface and the outer surface of the steel pipe, is processed. A pair of outer surface positions are formed opposite to the axis of the steel pipe.

前記したように、手摺棒用受け金具と腕木用受け金具を、水平位置を変えて支柱に取り付けるには、前記一対の押込み面を近接箇所に二対、互いに直交するように形成することが好ましい。
そこで、次に二対の押込み面を形成する手順について説明する。
一対目の押込み面の形成は前記の通りである。一対目の押込み面を形成した後、外上金型の押圧を解除するとともに前記先端加工保持部24のみを90°回転させてその部分円柱部24aの向きを押込み面形成部23の部分円柱部23bの向きに合わせる。この状態で、形成された押込み面の長さと先端加工保持部24の長さを足し合わせた長さ以上被加工鋼管を押込みかつ周方向に90°回転させる。この状態で、先端加工保持部24を被加工鋼管とともに押込み面形成部23および後端加工保持部22に対して90°回転させ、その後に前記外上金型を再び前記外下金型方向に押圧する。この工程により、被加工鋼管に二対目の押込み面が形成される。その後、前記外上金型の押圧を解除するとともに前記先端加工保持部24のみを90°回転させてその部分円柱部24aの向きを押込み面形成部23の部分円柱部23aの向きに合わせて前記内金型全体を被加工管から取り出すことにより、鋼管の長手方向の近接する2箇所に、互いに直交する方向に、合せて二対の押込み面が形成された支柱用鋼管が得られる。
As described above, in order to attach the bracket for the handrail bar and the bracket for the arm to the support column while changing the horizontal position, it is preferable to form the pair of pushing surfaces at two adjacent positions so as to be orthogonal to each other. .
Therefore, a procedure for forming two pairs of pushing surfaces will be described next.
The formation of the first pushing surface is as described above. After forming the first pressing surface, the pressing of the outer upper mold is released and only the tip processing holding portion 24 is rotated by 90 ° so that the direction of the partial cylindrical portion 24a is changed to the partial cylindrical portion of the pressing surface forming portion 23. Align with the direction of 23b. In this state, the steel pipe to be machined is pushed and rotated by 90 ° in the circumferential direction by a length equal to or greater than the length of the formed pushing surface and the length of the tip machining holding portion 24. In this state, the front end working holding part 24 is rotated 90 ° with respect to the pushing surface forming part 23 and the rear end working holding part 22 together with the steel pipe to be processed. Press. By this step, a second pair of pushing surfaces are formed on the work pipe. Thereafter, the pressing of the outer upper mold is released and only the tip processing holding part 24 is rotated by 90 ° so that the direction of the partial cylindrical part 24a matches the direction of the partial cylindrical part 23a of the pushing surface forming part 23. By taking out the entire inner die from the work tube, a steel tube for a column in which two pairs of pushing surfaces are formed in two directions adjacent to each other in the longitudinal direction of the steel tube in a direction orthogonal to each other is obtained.

ところで、支柱材や腕木、手摺棒として鋼管を用いようとすると、耐久性の観点からこれらの鋼管としては耐食性に優れたものが好ましい。
したがって、本発明の仮設足場支柱用鋼管としても、Zn系めっきが施された鋼管を素材としたものが好ましい。特に、Al:4.0〜10.0質量%、Mg:1.0〜4.0質量%を含み、残部がZnからなるもの、さらに微量のTiやBを含むもの、あるいはさらにSiを含むZn−Al−Mg系合金めっきが施された鋼管を素材としたものが好ましい。
By the way, when it is going to use a steel pipe as a support | pillar material, a brace | limb, and a handrail bar | burr, what was excellent in corrosion resistance as these steel pipes from a durable viewpoint is preferable.
Therefore, the steel pipe for the temporary scaffold column of the present invention is preferably made of a steel pipe to which Zn-based plating is applied. In particular, Al: 4.0 to 10.0% by mass, Mg: 1.0 to 4.0% by mass, the balance being made of Zn, further containing a trace amount of Ti or B, or further containing Si What made the raw material the steel pipe in which the Zn-Al-Mg type alloy plating was given is preferable.

最後に、本発明で提供される仮設足場支柱用鋼管の好ましい使用形態を説明する。
図4(b)や図5に示すように、捩じ込んだネジの頭も含め、取り付けられた受け金具の外表面が、支柱の表面と段差がないように取り付けられることが望ましい。そのために、本発明の仮設足場支柱用鋼管にあっては、形成された押込み面の中央部の曲面部分の深さが、前記受け金具を構成する鋼板の板厚に合致するような深さとされている。
したがって、図9に示すように、受け金具の側端部を支柱用鋼管に形成した押込み面上に重ね、タッピングネジを捩じ込んで固定することにより、取り付けられた受け金具の外表面は支柱用鋼管の表面と段差なく連続的な表面となる。タッピングネジの捩じ込みに替えてセルフピアシングリベット加工法等を採用した受け金具の接続形態であってもよい。
Finally, the preferable usage form of the steel pipe for temporary scaffolding supports provided by this invention is demonstrated.
As shown in FIG. 4B and FIG. 5, it is desirable that the outer surface of the attached metal fittings including the head of the screw that is screwed in is attached so that there is no step difference from the surface of the column. Therefore, in the steel pipe for a temporary scaffolding column of the present invention, the depth of the curved surface portion at the center of the formed pushing surface is set to a depth that matches the plate thickness of the steel plate constituting the receiving metal fitting. ing.
Therefore, as shown in FIG. 9, the outer surface of the attached metal fitting is attached to the column by overlapping the side end portion of the metal fitting on the pushing surface formed on the steel pipe for the column and screwing in and fixing the tapping screw. The surface is continuous with the surface of the steel pipe. Instead of screwing in the tapping screw, a connection form of a receiving metal fitting using a self-piercing rivet method or the like may be used.

受け金具は、図1,2で示したようにクサビ形の係合金具を受け入れられるような断面形状とされることが好ましい。例えば図9に示すように、その端部切断線が斜めになるようにカットされた所定の幅を有する板材からなるものであって、単に所定サイズで折り曲げただけの金具を、前記斜めの切断線が支柱用鋼管の軸線に合致するように取り付けて固着すれば、断面クサビ形の係合金具が容易に入る受け金具が取り付けられることになる。   As shown in FIGS. 1 and 2, it is preferable that the receiving metal has a cross-sectional shape that can receive a wedge-shaped engaging metal. For example, as shown in FIG. 9, a metal fitting that is made of a plate material having a predetermined width that is cut so that an end cutting line thereof is slanted and that is simply bent at a predetermined size is cut into the slanted cut. If the wire is attached and fixed so as to coincide with the axis of the steel pipe for the column, the receiving metal fitting into which the hook-shaped engagement metal fitting can be easily attached is attached.

Claims (4)

鋼管の所要箇所の当該鋼管の軸に対して対向する外面位置に受け金具を固定するための所定の長さの一対の押込み面を設けた仮設足場支柱用鋼管であって、前記押込み面は、中央部に鋼管の外面と平行な曲面を有するとともに、当該曲面の両側と前記鋼管外面とを繋ぐ、当該鋼管の軸と平行な二つの平面とを有するものであり、前記押込み面の中央部の曲面部分の深さが、前記受け金具を構成する鋼板の板厚に合致する深さであることを特徴とする仮設足場支柱用鋼管。   A steel pipe for a temporary scaffolding strut provided with a pair of pushing surfaces of a predetermined length for fixing a receiving metal fitting to an outer surface position of the required portion of the steel pipe facing the axis of the steel pipe, wherein the pushing surface is The central portion has a curved surface parallel to the outer surface of the steel pipe, and has two planes parallel to the axis of the steel pipe that connect both sides of the curved surface and the outer surface of the steel pipe. A steel pipe for a temporary scaffolding column, characterized in that the depth of the curved surface part is a depth that matches the thickness of the steel plate constituting the receiving metal fitting. 前記押込み面が、鋼管の長手方向の近接する2箇所に互いに直交する方向に合せて二対で一セットとして設けられている請求項1に記載の仮設足場支柱用鋼管。   The steel pipe for temporary scaffolding columns according to claim 1, wherein the pushing surface is provided in two pairs as one set in accordance with directions orthogonal to each other at two adjacent positions in the longitudinal direction of the steel pipe. 鋼管が亜鉛系めっき鋼管である請求項1または2に記載の仮設足場支柱用鋼管。   The steel pipe for temporary scaffolding columns according to claim 1 or 2, wherein the steel pipe is a zinc-based plated steel pipe. 被加工鋼管の外径と同じ内径の円筒面を有し、その途中位置に、中央部が前記円筒面と平行な凹曲面で、その両側に前記円筒面の中心軸と平行な平面を備えた所定長さの突出部が被固定受け金具を構成する鋼板の板厚に合致する高さでそれぞれ設けられた外上金型と外下金型とからなる外金型および支持棒の一端に、被加工鋼管の内径に合致する外径の円柱部を有する後端加工保持部と、当該後端加工保持部の前方に、被加工鋼管の内面と平行で被固定受け金具を構成する鋼板の板厚に合致する深さの凸曲面で構成されるとともに当該凸曲面の両側に平坦面を備え、当該平坦部が被加工鋼管の内径に合致する外径の二つの部分円柱部に繋がる所定長さの窪みを上下二箇所設けた押込み面形成部が固設されるとともに、当該押込み面形成部のさらに前方に、被加工鋼管の内径に合致する外径の二つの部分円柱部と、当該部分円柱部間を結ぶ二つの平面部を有し、当該二つの平面部間が被加工押込み面の間隔と合致する先端加工保持部が前記押込み面形成部に対して90°回転自在に取り付けられた内金型を準備し、前記外上金型と間隔をあけて配置された外下金型上に、被加工鋼管を載置するとともに当該被加工鋼管内に前記内金型を挿入するか、あるいは前記内金型を挿入した被加工鋼管を載置して、内金型の押込み面形成部位置を外下金型の突出部位置に合わせた後、前記内金型の先端加工保持部の部分円柱部の向きが押込み面形成部の部分円柱部の向きと90°ずれるようにセットし、その後に前記外上金型を前記外下金型方向に押圧することにより、被加工鋼管に一対の押込み面を形成し、その後に、外上金型の押圧を解除するとともに前記先端加工保持部のみを90°回転させてその部分円柱部の向きを押込み面形成部の部分円柱部の向きに合わせて前記内金型全体を被加工管から取り出すことを特徴とする仮設足場支柱用鋼管の製造方法。   It has a cylindrical surface with the same inner diameter as the outer diameter of the steel pipe to be processed, and has a concave surface that is parallel to the cylindrical surface at the middle position and a plane that is parallel to the central axis of the cylindrical surface on both sides. At one end of an outer mold and a support bar each consisting of an outer upper mold and an outer lower mold provided with a height corresponding to the thickness of the steel plate that constitutes the fixed bracket, the protruding portion of a predetermined length, A rear end processing holding portion having a cylindrical portion having an outer diameter that matches the inner diameter of the steel pipe to be processed, and a plate of a steel plate that forms a fixed bracket in front of the rear end processing holding portion and parallel to the inner surface of the processing steel pipe A predetermined length composed of a convex curved surface with a depth matching the thickness and provided with flat surfaces on both sides of the convex curved surface, and the flat portion is connected to two partial cylindrical portions having an outer diameter that matches the inner diameter of the steel pipe to be processed The pressing surface forming part provided with two depressions at the top and bottom is fixed and the pressing surface forming part is The two partial cylindrical portions having an outer diameter that matches the inner diameter of the steel pipe to be processed, and two flat portions connecting the partial cylindrical portions, and the distance between the two pressing portions between the two flat portions. An inner mold in which a tip processing holding portion that matches with the pressing surface forming portion is rotatably attached to the pushing surface forming portion is prepared, and the inner die is arranged on the outer lower die that is spaced from the outer upper die. The steel pipe is placed and the inner die is inserted into the steel pipe to be processed, or the steel pipe into which the inner die is inserted is placed, and the pushing surface forming portion position of the inner die is placed. Is set so that the direction of the partial cylindrical part of the tip processing holding part of the inner mold is shifted by 90 ° from the direction of the partial cylindrical part of the pushing surface forming part, By pressing the outer upper mold in the direction of the outer lower mold, After that, the pressing of the outer upper mold is released and only the tip processing holding part is rotated by 90 ° so that the direction of the partial cylindrical part matches the direction of the partial cylindrical part of the pushing surface forming part. A method for producing a steel pipe for a temporary scaffolding column, wherein the entire inner mold is taken out from the work pipe.
JP2010052517A 2010-03-10 2010-03-10 Steel pipe for temporary scaffolding column and manufacturing method thereof Expired - Fee Related JP5424260B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011202394A (en) * 2010-03-25 2011-10-13 Nisshin Steel Co Ltd Side face crushed steel pipe and method for manufacturing the same
JP5753620B1 (en) * 2014-09-11 2015-07-22 竜也 近藤 Construction of temporary scaffold for construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242330A (en) * 1996-03-05 1997-09-16 Tec Birudo Kk Scaffolding assembling metal fitting
JP2006097413A (en) * 2004-09-30 2006-04-13 Nikkeikin Aluminium Core Technology Co Ltd Installation strucutre of scaffolding for detached house

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242330A (en) * 1996-03-05 1997-09-16 Tec Birudo Kk Scaffolding assembling metal fitting
JP2006097413A (en) * 2004-09-30 2006-04-13 Nikkeikin Aluminium Core Technology Co Ltd Installation strucutre of scaffolding for detached house

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011202394A (en) * 2010-03-25 2011-10-13 Nisshin Steel Co Ltd Side face crushed steel pipe and method for manufacturing the same
JP5753620B1 (en) * 2014-09-11 2015-07-22 竜也 近藤 Construction of temporary scaffold for construction
JP2016056621A (en) * 2014-09-11 2016-04-21 竜也 近藤 Temporary scaffold formation for construction

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