JP2021050490A - Structure of temporary scaffold and connecting metal fitting used therefor - Google Patents

Structure of temporary scaffold and connecting metal fitting used therefor Download PDF

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JP2021050490A
JP2021050490A JP2019172990A JP2019172990A JP2021050490A JP 2021050490 A JP2021050490 A JP 2021050490A JP 2019172990 A JP2019172990 A JP 2019172990A JP 2019172990 A JP2019172990 A JP 2019172990A JP 2021050490 A JP2021050490 A JP 2021050490A
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pipe
metal fitting
strut
temporary scaffold
extension
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JP7194435B2 (en
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幹雄 内橋
Mikio Uchihashi
幹雄 内橋
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Heiwa Giken Co Ltd
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Abstract

To provide a structure of a temporary scaffold capable of constructing another work floor on an upper part by adding a support pipe when necessary without projecting the support pipe upward from the work floor, and a connection metal fitting used for the structure.SOLUTION: In a structure 10 of the temporary scaffold which has a connection fitting 17 connecting a support pipe 12 and an extension support pipe 13 and a horizontal pipe 18 with a wedge mechanism mounted on a hooking fitting 11, the height of the tip of the support pipe 12 is the same as the height of the upper end of the horizontal pipe 18 within an error range of ±2 cm, and insertion parts 14 and 15 of the connection fitting 17 have a lock mechanism 19a provided with projecting pins 21 and 22 oppositely arranged and biased outward by an elastic member 29, respectively; when the insertion parts 14 and 15 are completely mounted on the support pipe 12 and an extension support pipe 13, the projecting pins 21 and 22 are fitted into latching holes 23 and 24 provided to face each other at intermediate positions of the support pipe 12 and the extension support pipe 13.SELECTED DRAWING: Figure 1

Description

本発明は、建築や土木工事の現場に構築する仮設足場(組立足場)を利用した平面ステージの構造及びこれに用いる連結金具に関するものである。 The present invention relates to a structure of a flat stage using a temporary scaffold (assembly scaffold) constructed at a site of construction or civil engineering work, and a connecting metal fitting used for the structure.

建築や土木工事の現場では、図9に示すように、平面視してコ字状の掛止金具80を前後と左右に高さを変えて設けた長尺の支柱パイプ82を必要本数立設する。そして掛止金具80に掛止する金具81を両端部に有する水平パイプ(横架材)83で対向する支柱パイプ82(他方は図示せず)を連結保持し、水平パイプ83の間に水平な足場板(足場部材)を架設して、建築途中の建物の周囲又は内部に作業者の作業床(床、座張り)を有する仮設足場を形成することが行われている。図中、86は楔材を示す。なお、支柱パイプ82と水平パイプ83の連結については、特許文献1、2に詳細に記載されている。 At construction and civil engineering sites, as shown in FIG. 9, the required number of long support pipes 82, which are provided with U-shaped hook metal fittings 80 in different heights in the front-back and left-right directions, are erected. To do. Then, the supporting column pipes 82 (the other is not shown) are connected and held by horizontal pipes (horizontal members) 83 having metal fittings 81 to be hooked on the hooking metal fittings 80 at both ends, and are horizontal between the horizontal pipes 83. Scaffolding boards (scaffolding members) are erected to form temporary scaffolding having a worker's work floor (floor, seating) around or inside a building under construction. In the figure, 86 indicates a wedge material. The connection between the support pipe 82 and the horizontal pipe 83 is described in detail in Patent Documents 1 and 2.

特開2010−222946号公報JP-A-2010-222946 特開2017−53094号公報JP-A-2017-53094

しかしながら、従来の仮設足場の構造においては、以下のような問題があった。
支柱パイプ82として、従来の仮設足場用の部材をそのまま使用しているので、掛止金具80の上に長尺のパイプや差し込み管(支柱を継ぎ足すための連結パイプで支柱パイプに固定されている)が存在し、これが作業床から上方に突出して、作業の邪魔になる。また、この作業床の上に空間を設け、更にその上に作業床を追加する場合があり、このような場合、従来工法では、支柱パイプの交換を行い、交換した支柱パイプの上に、連結金具を介して掛止金具80を有する別の支柱パイプを取り付けていたので、作業に手間がかかるという問題がある。ここで、従来の支柱パイプ82の上に連結金具を介して、別の支柱パイプを取り付けることも可能であるが、支柱パイプ82は単にパイプであるので連結金具が固定され難いという問題がある。
However, the structure of the conventional temporary scaffold has the following problems.
Since the conventional member for temporary scaffolding is used as it is as the support pipe 82, a long pipe or an insertion pipe (a connecting pipe for adding the support is fixed to the support pipe) on the hook 80. There is), which protrudes upward from the work floor and interferes with the work. Further, a space may be provided on the work floor, and a work floor may be added on the work floor. In such a case, in the conventional method, the support pipe is replaced and connected on the replaced support pipe. Since another support column pipe having the hook metal fitting 80 is attached via the metal fitting, there is a problem that the work takes time and effort. Here, it is possible to attach another support pipe on the conventional support pipe 82 via the connecting metal fitting, but there is a problem that the connecting metal fitting is difficult to be fixed because the support pipe 82 is simply a pipe.

本発明はかかる事情に鑑みてなされたもので、支柱パイプが作業床から上方に突出しないで、しかも必要な場合は、支柱パイプを継ぎ足して更に上部に別の作業床を構築可能な仮設足場の構造及びこれに用いる連結金具を提供することを目的とする。 The present invention has been made in view of such circumstances, and is a temporary scaffolding capable of constructing another work floor on the upper part by adding the support pipes when the support pipes do not protrude upward from the work floor and if necessary. It is an object of the present invention to provide a structure and a connecting metal fitting used for the structure.

前記目的に沿う第1の発明に係る仮設足場の構造は、先側外周面に平面視してコ字状の掛止金具が対向して設けられた仮設足場に使用する支柱パイプと、該支柱パイプの先側に取付けられ前記支柱パイプの直径と同径の延長支柱パイプと、前記支柱パイプの先端部及び前記延長支柱パイプの基端部にそれぞれ嵌入する第1、第2の差し込み部を両側に有し、中間部は前記支柱パイプの直径と同径となった連結金具と、前記掛止金具に装着される楔機構付き水平パイプとを有する仮設足場の構造であって、
前記支柱パイプの先端高さは前記楔機構付きの水平パイプの上端高さと±2cmの誤差範囲で同一となって、前記第1、第2の差し込み部はそれぞれ弾性部材によって外側に付勢される対向配置された突出ピンを備えたロック機構を有し、前記第1、第2の差し込み部を前記支柱パイプ及び前記延長支柱パイプに完全装着した場合には、前記支柱パイプ及び前記延長支柱パイプの途中位置に対向して設けられた掛止孔に前記突出ピンが嵌入し、前記支柱パイプ及び前記延長支柱パイプから、前記第1、第2の差し込み部が抜けないことを特徴としている。
The structure of the temporary scaffold according to the first invention according to the above object is a support pipe used for the temporary scaffold in which a U-shaped hook fitting is provided facing the front outer peripheral surface in a plan view, and the support. Both sides of an extension strut pipe that is attached to the tip side of the pipe and has the same diameter as the strut pipe, and first and second insertion portions that are fitted into the tip end portion of the strut pipe and the base end portion of the extension strut pipe, respectively. The middle part is a temporary scaffold structure having a connecting metal fitting having the same diameter as the support pipe and a horizontal pipe with a wedge mechanism attached to the hooking metal fitting.
The height of the tip of the strut pipe is the same as the height of the upper end of the horizontal pipe with the wedge mechanism within an error range of ± 2 cm, and the first and second insertion portions are respectively urged outward by the elastic member. It has a locking mechanism with protruding pins arranged so as to face each other, and when the first and second insertion portions are completely attached to the support column pipe and the extension support column pipe, the support column pipe and the extension support column pipe The protruding pin is fitted into a hook hole provided so as to face an intermediate position, and the first and second insertion portions are not pulled out from the support column pipe and the extension support column pipe.

第1の発明に係る仮設足場の構造において、前記支柱パイプに設けられた前記掛止孔は、対向して設けられた前記掛止金具の上端位置と下端位置の間で、前記掛止金具を避けて形成されているのが好ましい。 In the structure of the temporary scaffold according to the first invention, the hooking hole provided in the support column pipe holds the hooking metal fitting between the upper end position and the lower end position of the hooking metal fitting provided so as to face each other. It is preferably formed while avoiding it.

また、前記仮設足場の構造において、前記支柱パイプは、前記コ字状の掛止金具が設けられた短尺の補助支柱パイプとその下部に前記連結金具と同一の構造の別の連結金具を介して連結される下部支柱パイプを有している場合もある。なお、補助支柱パイプと下部支柱パイプには、それぞれ前記別の連結金具の弾性部材を有する突出ピンが嵌入する掛止孔が対向して設けられている。 Further, in the structure of the temporary scaffold, the strut pipe is provided via a short auxiliary strut pipe provided with the U-shaped hook fitting and another connecting fitting having the same structure as the connecting fitting under the short auxiliary strut pipe. It may also have a lower strut pipe to be connected. The auxiliary strut pipe and the lower strut pipe are provided with hook holes facing each other into which a protruding pin having an elastic member of the other connecting metal fitting is fitted.

第2の発明に係る連結金具は、第1の発明に係る仮設足場の構造に使用する連結金具であって、前記対向配置された突出ピンは、それぞれ一円周方向に又は両円周方向に傾斜する斜面を有し、前記延長支柱パイプ又は前記連結金具を回動させることにより前記突出ピンが前記掛止孔から外れるようにしている。 The connecting metal fitting according to the second invention is a connecting metal fitting used for the structure of the temporary scaffold according to the first invention, and the protruding pins arranged so as to face each other are in one circumferential direction or both circumferential directions, respectively. It has an inclined slope, and the protruding pin is disengaged from the hook hole by rotating the extension support pipe or the connecting metal fitting.

第1の発明に係る仮設足場の構造は、支柱パイプの先端高さが楔機構付きの水平パイプの上端高さと同一となっているので、楔機構付きの水平パイプの上に作業床を構築しても、作業者やその他の物の載置、移動に対して支柱パイプが邪魔になることはない。
そして、この支持パイプを延長する場合は、支柱パイプの先端部及び延長支柱パイプの基端部にそれぞれ嵌入する第1、第2の差し込み部を両側に有し、中間部は支柱パイプの直径と同径となった連結金具を用いるが、連結金具の第1、第2の差し込み部はそれぞれ弾性部材によって外側に付勢される対向配置された突出ピンを備え、第1、第2の差し込み部を支柱パイプ及び延長支柱パイプに完全装着した場合には支柱パイプ及び延長支柱パイプの途中位置に対向して設けられた掛止孔に突出ピンが嵌入するので、支柱パイプ及び延長支柱パイプから、連結金具の第1、第2の差し込み部が容易に抜けない。
In the structure of the temporary scaffold according to the first invention, since the height of the tip of the support pipe is the same as the height of the upper end of the horizontal pipe with the wedge mechanism, the work floor is constructed on the horizontal pipe with the wedge mechanism. However, the support pipes do not interfere with the placement and movement of workers and other objects.
When extending this support pipe, it has first and second insertion portions on both sides that are fitted into the tip end of the strut pipe and the base end of the extension strut pipe, respectively, and the intermediate portion is the diameter of the strut pipe. Although connecting fittings having the same diameter are used, the first and second insertion portions of the connecting fitting each have protruding pins arranged to face each other and are urged to the outside by an elastic member, and the first and second insertion portions are provided. When is completely attached to the strut pipe and the extension strut pipe, the protruding pin is fitted into the hook hole provided opposite to the intermediate position of the strut pipe and the extension strut pipe, so that the strut pipe and the extension strut pipe are connected. The first and second insertion parts of the metal fitting cannot be easily removed.

第1の発明に係る仮設足場の構造において、支柱パイプに設けられた掛止孔が、対向して設けられた掛止金具の上端位置と下端位置の間で、掛止金具を避けて形成されている場合は、掛止孔と掛止金具が干渉しないので、設置工事及び解体工事が容易となる。 In the structure of the temporary scaffold according to the first invention, a hook hole provided in the support pipe is formed between the upper end position and the lower end position of the hook metal fittings provided so as to avoid the hook metal fittings. If so, the hooking hole and the hooking metal fitting do not interfere with each other, so that the installation work and the dismantling work are facilitated.

なお、支柱パイプが、コ字状の掛止金具が設けられた補助支柱パイプとその下部に連結金具と同一の構造の別の連結金具を介して連結される下部支柱パイプを有する場合、支柱パイプの長さを調整できる。 If the strut pipe has an auxiliary strut pipe provided with a U-shaped hook and a lower strut pipe connected via another connecting bracket having the same structure as the connecting bracket under the auxiliary strut pipe, the strut pipe You can adjust the length of.

また、第2の発明に係る連結金具は、対向配置された突出ピンが、それぞれ断面円形の掛止孔に対して、一円周方向に又は両円周方向に傾斜する斜面を有しているので、延長支柱パイプ又は連結金具を回動させることにより突出ピンが掛止孔から外れ、連結金具を支柱パイプ及び延長支柱パイプから外すのが容易となる。 Further, the connecting metal fitting according to the second invention has a slope in which the protruding pins arranged to face each other are inclined in one circumferential direction or both circumferential directions with respect to the hook holes having a circular cross section. Therefore, by rotating the extension strut pipe or the connecting metal fitting, the protruding pin is disengaged from the hook hole, and the connecting metal fitting can be easily removed from the strut pipe and the extension strut pipe.

本発明の第1の実施の形態に係る仮設足場の構造の各部品の説明図である。It is explanatory drawing of each part of the structure of a temporary scaffold which concerns on 1st Embodiment of this invention. 同仮設足場の構造を組立てた状態の部分斜視図である。It is a partial perspective view of the state in which the structure of the temporary scaffold is assembled. 同仮設足場の構造を組立てた状態の部分斜視図である。It is a partial perspective view of the state in which the structure of the temporary scaffold is assembled. (A)〜(D)は同仮設足場の構造に使用するロック機構の一部省略説明図である。(A) to (D) are partially omitted explanatory views of the lock mechanism used for the structure of the temporary scaffold. (A)〜(C)は同仮設足場の構造に使用する変形例に係るロック機構の一部省略説明図である。(A) to (C) are partially omitted explanatory views of the lock mechanism according to the modified example used for the structure of the temporary scaffold. 同ロック機構の断面図である。It is sectional drawing of the lock mechanism. 本発明の第2の実施の形態に係る仮設足場の構造の各部品の説明図である。It is explanatory drawing of each part of the structure of a temporary scaffold which concerns on 2nd Embodiment of this invention. 同仮設足場の構造の一部省略説明図である。It is a partially omitted explanatory view of the structure of the temporary scaffolding. 従来の仮設足場の構造の一部省略説明図である。It is a partially omitted explanatory view of the structure of the conventional temporary scaffolding.

図1〜図4を参照しながら、本発明の第1の実施の形態に係る仮設足場の構造10について説明する。
図1、図2に示すように、仮設足場の構造10は、先側外周面に平面視してコ字状の掛止金具11が前後及び左右に対向してかつ上下に設けられた仮設足場に使用する支柱パイプ12と、支柱パイプ12の先側に取付けられ支柱パイプ12の直径と同径の延長支柱パイプ13と、支柱パイプ12の先端部及び延長支柱パイプ13の基端部にそれぞれ嵌入する第1、第2の差し込み部14、15を両側に有し、中間部16は支柱パイプ12の直径と同径となった連結金具17と、掛止金具11に装着される楔機構付き水平パイプ18とを有している。
The structure 10 of the temporary scaffold according to the first embodiment of the present invention will be described with reference to FIGS. 1 to 4.
As shown in FIGS. 1 and 2, the structure 10 of the temporary scaffold has a temporary scaffold in which U-shaped hooking metal fittings 11 are provided on the outer peripheral surface on the front side in a plan view, facing the front and back and left and right, and vertically. The strut pipe 12 used for the above, the extension strut pipe 13 attached to the tip side of the strut pipe 12 and having the same diameter as the strut pipe 12, and the tip end portion of the strut pipe 12 and the base end portion of the extension strut pipe 13, respectively. The first and second insertion portions 14 and 15 are provided on both sides, and the intermediate portion 16 has a connecting metal fitting 17 having the same diameter as the support pipe 12 and a horizontal portion with a wedge mechanism attached to the hooking metal fitting 11. It has a pipe 18.

図2、図3に示すように、支柱パイプ12の先端部12aの先端高さは装着した状態の楔機構付きの水平パイプ18の上端高さと同一(±2cmの誤差範囲、好ましくは−12mm〜+12mmの誤差範囲を含む)となっている。なお、18bは楔を示す。そして、両差し込み部14、15はそれぞれ弾性部材(バネ)29を使用したロック機構19aによって丸孔19から外側に付勢される対向配置された突出ピン21、22を前後に備え、差し込み部14、15を支柱パイプ12及び延長支柱パイプ13に完全装着した場合に、支柱パイプ12及び延長支柱パイプ13の途中位置に前後に対向して設けられた掛止孔23、24に突出ピン21、22が嵌入し、支柱パイプ12及び延長支柱パイプ13から、連結金具17の差し込み部14、15が容易に抜けない構造となっている。なお、掛止孔23は支柱パイプ12の対向配置された掛止金具11の高さ方向及び円周方向中間位置(即ち、対向して設けられた掛止金具11の上端位置と下端位置の間で掛止金具11を避けた位置)に形成されている。ここで、図4(A)〜(D)に示すように、ロック機構19aは、先部に突出ピン21、22が形成された操作部材27、28、操作部材27、28を回動自由に連結する連結ピン30、連結ピン30に装着された弾性部材(バネ)29を有している。 As shown in FIGS. 2 and 3, the height of the tip of the tip 12a of the support pipe 12 is the same as the height of the top of the horizontal pipe 18 with the wedge mechanism in the mounted state (error range of ± 2 cm, preferably -12 mm to -12 mm). (Including an error range of +12 mm). Note that 18b indicates a wedge. Both the insertion portions 14 and 15 are provided with front and rear protruding pins 21 and 22 arranged to be urged outward from the round hole 19 by a lock mechanism 19a using an elastic member (spring) 29, respectively, and the insertion portion 14 is provided. , 15 are fully mounted on the strut pipe 12 and the extension strut pipe 13, and the protruding pins 21 and 22 are provided in the hook holes 23 and 24 provided in the middle of the strut pipe 12 and the extension strut pipe 13 so as to face each other in the front-rear direction. The structure is such that the insertion portions 14 and 15 of the connecting metal fitting 17 cannot be easily removed from the support column pipe 12 and the extension support column pipe 13. The hook hole 23 is located at an intermediate position in the height direction and the circumferential direction of the hook metal fittings 11 arranged to face each other of the support pipe 12 (that is, between the upper end position and the lower end position of the hook metal fittings 11 provided facing each other). It is formed at a position avoiding the hook 11). Here, as shown in FIGS. 4A to 4D, the lock mechanism 19a freely rotates the operating members 27, 28 and the operating members 27, 28 having the protruding pins 21 and 22 formed at the tip thereof. It has a connecting pin 30 to be connected and an elastic member (spring) 29 attached to the connecting pin 30.

この実施の形態においては、支柱パイプ12、延長支柱パイプ13、連結金具17の中間部16の直径は同一(例えば、外径48.6mm)となっている。この場合、第1、第2の差し込み部14、15の外径は41.8〜42.7mmとなってその突出長さは、例えば125mmとなって、連結金具17の長さAは365mm、中間部16の長さBは115mmとなっている。 In this embodiment, the diameters of the column pipe 12, the extension column pipe 13, and the intermediate portion 16 of the connecting metal fitting 17 are the same (for example, the outer diameter is 48.6 mm). In this case, the outer diameters of the first and second insertion portions 14 and 15 are 41.8 to 42.7 mm, the protruding length thereof is 125 mm, and the length A of the connecting metal fitting 17 is 365 mm. The length B of the intermediate portion 16 is 115 mm.

前記した突出ピン21、22は、図4に示すように、弾性部材29で直径外方向に常時付勢され、連結金具17を支柱パイプ12及び延長支柱パイプ13に装着した状態で、第1、第2の差し込み部14、15に形成された丸孔19並びに支柱パイプ12及び延長支柱パイプ13に形成された掛止孔23、24に貫通する。これによって、支柱パイプ12、延長支柱パイプ13が、連結金具17から容易に分解しないようになっている。 As shown in FIG. 4, the protruding pins 21 and 22 are always urged outward in diameter by the elastic member 29, and the connecting metal fitting 17 is attached to the support pipe 12 and the extension support pipe 13. It penetrates through the round holes 19 formed in the second insertion portions 14 and 15 and the hook holes 23 and 24 formed in the strut pipe 12 and the extension strut pipe 13. As a result, the strut pipe 12 and the extension strut pipe 13 are not easily disassembled from the connecting metal fitting 17.

突出ピン21、22の先側は平面視して三角形状となって円周方向一側に斜面(滑り面)25、26を有し、支柱パイプ12、延長支柱パイプ13又は連結金具17を回すと、突出ピン21、22が掛止孔23、24から抜ける構造(ロック機構19a)となっている。この実施の形態においては、突出ピン21、22の先側に、一円周方向にのみ傾斜する斜面25、26を設けたが、円周方向両側に傾斜する斜面を設けることもできる。また、図4において突出ピン21、22の上側にも外方向に下る傾斜面(滑り面)が設けられて、引っ込んだ突出ピン21、22が掛止孔23、24から容易に抜けるようにすることもできる。
第1、第2の差し込み部14、15の差し込み端部は絞り加工によって、略円錐台状に縮径し、円滑に支柱パイプ12、又は延長支柱パイプ13に挿入でき、縮径部の内側に操作部材27、28の端部が当接している。
なお、これらのロック機構の基本的構造については、出願人が先に開示した特開2010−261296号公報に詳細に記載されている。
The front side of the protruding pins 21 and 22 has a triangular shape in a plan view and has slopes (sliding surfaces) 25 and 26 on one side in the circumferential direction, and the support pipe 12, the extension support pipe 13 or the connecting metal fitting 17 is rotated. The protruding pins 21 and 22 come out of the hook holes 23 and 24 (lock mechanism 19a). In this embodiment, slopes 25 and 26 that are inclined only in the circumferential direction are provided on the front side of the protruding pins 21 and 22, but slopes that are inclined on both sides in the circumferential direction can also be provided. Further, in FIG. 4, an inclined surface (sliding surface) that descends outward is also provided on the upper side of the protruding pins 21 and 22, so that the retracted protruding pins 21 and 22 can be easily pulled out from the hook holes 23 and 24. You can also do it.
The insertion ends of the first and second insertion portions 14 and 15 are reduced in diameter to a substantially truncated cone shape by drawing, and can be smoothly inserted into the support pipe 12 or the extension support pipe 13 inside the reduced diameter portion. The ends of the operating members 27 and 28 are in contact with each other.
The basic structure of these locking mechanisms is described in detail in Japanese Patent Application Laid-Open No. 2010-261296 previously disclosed by the applicant.

次に、図5(A)、(B)、(C)を参照しながら、変形例に係るロック機構35について説明する。
この、ロック機構35は、帯状板材36を折り曲げて形成され、第1のパイプ(例えば、支柱パイプ12)と第1のパイプ内に装着した第2のパイプ(例えば、第1の差し込み部14)を、第1のパイプ及び第2のパイプの180度位置に設けられた貫通孔(掛止孔23、丸孔19)を突出片36a、36b(突出ピン21、22に対応)を介して連結するパイプ連結具である。
Next, the locking mechanism 35 according to the modified example will be described with reference to FIGS. 5A, 5B, and 5C.
The lock mechanism 35 is formed by bending a strip-shaped plate member 36, and is formed by bending a first pipe (for example, a support pipe 12) and a second pipe (for example, a first insertion portion 14) mounted in the first pipe. The through holes (hanging holes 23, round holes 19) provided at 180 degree positions of the first pipe and the second pipe are connected via the protruding pieces 36a and 36b (corresponding to the protruding pins 21 and 22). It is a pipe connecting tool.

帯状板材36は、略立設状態にある2つの側片37、38と2つの側片37、38の上部に連続する水平片39を有する形状に折り曲げられ、両側片37、38の先端部又は両側片37、38の先端部より中央部寄りに、それぞれ帯状板材36の幅方向両外側に形成された突出板片40、41を、外側に折り曲げて突出片36a、36bが形成されている。突出片36a、36bは、使用時に貫通孔に挿通し、外側に対となって対称に傾斜して先細となった傾斜面と、その上部が外側に向いて下降する傾斜辺を有している。これによって、第1のパイプに対して第2のパイプを相対的に回動させると貫通孔の端部に傾斜面及び傾斜辺が当たって突出片36a、36bが押し込まれ掛止状態が解除される。なお、突出片36a、36bを外側に付勢する弾性部材は、2つの側片37、38とその上部に連結された水平片39自身によって形成される。 The strip-shaped plate material 36 is bent into a shape having two side pieces 37, 38 in a substantially upright state and a continuous horizontal piece 39 on the upper part of the two side pieces 37, 38, and the tips of the side pieces 37, 38 or the tips of the side pieces 37, 38. The projecting pieces 36a and 36b are formed by bending the projecting plate pieces 40 and 41 formed on both outer sides of the strip-shaped plate member 36 in the width direction toward the center from the tip portions of the side pieces 37 and 38, respectively. The projecting pieces 36a and 36b have an inclined surface that is inserted into the through hole at the time of use and is symmetrically inclined and tapered to the outside, and an inclined side whose upper portion descends toward the outside. .. As a result, when the second pipe is rotated relative to the first pipe, the inclined surface and the inclined side come into contact with the end of the through hole, and the protruding pieces 36a and 36b are pushed in to release the hooked state. To. The elastic member that urges the protruding pieces 36a and 36b to the outside is formed by the two side pieces 37 and 38 and the horizontal piece 39 itself connected to the upper portion thereof.

このロック機構35を使用する場合は、図6に示すように、先が絞り加工された連結金具44の差し込み部45にロック機構35を装着する。この場合、突出片36a、36bが差し込み部45の180度位置に対向して設けられた丸孔48に外側に飛び出た状態で嵌入するようになっている。なお、46a、46b、47は補強リブを示す。また、このロック機構35については出願人が先に出願して公開された特開2019−60103号公報に詳細に記載されている。 When this lock mechanism 35 is used, as shown in FIG. 6, the lock mechanism 35 is attached to the insertion portion 45 of the connecting metal fitting 44 whose tip has been drawn. In this case, the protruding pieces 36a and 36b are fitted into the round holes 48 provided so as to face the 180-degree position of the insertion portion 45 in a state of protruding outward. In addition, 46a, 46b, 47 indicate a reinforcing rib. Further, the locking mechanism 35 is described in detail in Japanese Patent Application Laid-Open No. 2019-60103, which the applicant has previously applied for and published.

続いて、図1〜図4を参照しながら本発明の一実施の形態に係る平面ステージを形成する仮設足場の構造10について説明する。
この実施の形態においては、支柱パイプ12、その上に接合される連結金具17、及び更にその上に連接される延長支柱パイプ13を備えている。支柱パイプ12の上位置には、前後左右にそれぞれ対となる掛止金具11が上下に設けられて、楔機構付き水平パイプ18が連結されている。この支柱パイプ12の先端部12aの(上端)高さ位置は水平パイプ18の上端高さと±2cm以内(好ましくは±1cm)の誤差範囲で一致している。
Subsequently, the structure 10 of the temporary scaffold forming the plane stage according to the embodiment of the present invention will be described with reference to FIGS. 1 to 4.
In this embodiment, a strut pipe 12, a connecting metal fitting 17 joined onto the strut pipe 12, and an extension strut pipe 13 connected to the strut pipe 12 are provided. At the upper position of the support pipe 12, paired hook metal fittings 11 are provided up and down on the front, back, left and right sides, and the horizontal pipe 18 with a wedge mechanism is connected. The (upper end) height position of the tip end portion 12a of the strut pipe 12 coincides with the upper end height of the horizontal pipe 18 within an error range of ± 2 cm (preferably ± 1 cm).

この支柱パイプ12の先端部12aには連結金具17の第1の差し込み部14が嵌入し、差し込み部14の180度位置に対向して設けられた丸孔19から突出する突出ピン21、22が、支柱パイプ12に設けられた掛止孔23から突出し、そのままの状態では、連結金具17が支柱パイプ12から抜けないようになっている。なお、連結金具17を支柱パイプ12から外す場合は、支柱パイプ12を固定して連結金具17を回すか、対向する突出ピン21、22を外側から内側に押し込んで連結金具17を回すことになる。 The first insertion portion 14 of the connecting metal fitting 17 is fitted into the tip end portion 12a of the support pipe 12, and the protruding pins 21 and 22 protruding from the round hole 19 provided so as to face the 180 degree position of the insertion portion 14 are provided. , The connecting metal fitting 17 is prevented from coming out of the support pipe 12 in the state of being projected from the hook hole 23 provided in the support pipe 12. When removing the connecting metal fitting 17 from the support pipe 12, the support pipe 12 is fixed and the connecting metal fitting 17 is turned, or the opposing protruding pins 21 and 22 are pushed inward from the outside to turn the connecting metal fitting 17. ..

次に、延長支柱パイプ13を連結金具17を介して支持パイプ12に継ぎ足す場合は、下部所定位置に対向する掛止孔24が形成された延長支柱パイプ13に第2の差し込み部15を差し込んで、突出ピン21、22を延長支柱パイプ13の掛止孔24に嵌入させる。これによって支柱パイプ12、連結金具17及び延長支柱パイプ13の連結が完了し、延長支柱パイプ13が不要な場合は連結金具17及び延長支柱パイプ13を取り外すことになる。これらを取り外せば、楔機構付き水平パイプ18の上端位置にある作業床(座張り)48aの高さ位置に支柱パイプ12の先端部12aを合わせることができ、支柱パイプ12が障害とはならない。 Next, when the extension support pipe 13 is added to the support pipe 12 via the connecting metal fitting 17, the second insertion portion 15 is inserted into the extension support pipe 13 having the hook hole 24 facing the lower predetermined position. Then, the protruding pins 21 and 22 are fitted into the hook holes 24 of the extension support pipe 13. As a result, the connection of the strut pipe 12, the connecting metal fitting 17, and the extension strut pipe 13 is completed, and when the extension strut pipe 13 is unnecessary, the connecting metal fitting 17 and the extension strut pipe 13 are removed. If these are removed, the tip portion 12a of the strut pipe 12 can be aligned with the height position of the work floor (seat) 48a at the upper end position of the horizontal pipe 18 with a wedge mechanism, and the strut pipe 12 does not become an obstacle.

続いて、図7、図8を参照しながら、本発明の第2の実施の形態に係る平面ステージを形成する仮設足場の構造50について説明するが、第1の実施の形態と同一の構成要素は同一の番号を付して詳しい説明を省略する。この仮設足場の構造50において、支柱パイプ51は、コ字状の掛止金具11が設けられた短尺の補助支柱パイプ52と、その下部に連結金具17と同一の構造の別の連結金具53を介して連結される下部支柱パイプ54を有している。なお、補助支柱パイプ52と下部支柱パイプ54には、連結金具53に設けられ、弾性部材を有して半径方向外側に付勢された突出ピン21、22が嵌入する丸孔(掛止孔の一例)23a、23bを有する。この突出ピン21、22が丸孔23a、23bに嵌入することによって補助支柱パイプ52と下部支柱パイプ54との連結を行っている。 Subsequently, the structure 50 of the temporary scaffold forming the plane stage according to the second embodiment of the present invention will be described with reference to FIGS. 7 and 8, but the same components as those of the first embodiment will be described. Will be assigned the same number and detailed description will be omitted. In the structure 50 of the temporary scaffold, the strut pipe 51 includes a short auxiliary strut pipe 52 provided with a U-shaped hook 11 and another connecting fitting 53 having the same structure as the connecting fitting 17 under the short auxiliary strut pipe 52. It has a lower strut pipe 54 connected via the pipe. It should be noted that the auxiliary strut pipe 52 and the lower strut pipe 54 are round holes (hook holes) in which the protruding pins 21 and 22 provided in the connecting metal fitting 53 and having elastic members and urged outward in the radial direction are fitted. Example) It has 23a and 23b. The protruding pins 21 and 22 are fitted into the round holes 23a and 23b to connect the auxiliary strut pipe 52 and the lower strut pipe 54.

なお。図1、図7で示される丸孔56は溶接栓のための貫通孔であって、内側の差し込み部を形成するパイプと外側の中間部を形成するパイプを溶接固定している。
前記第1、第2の実施の形態においては、パイプのロック機構に図4に示す機械的機構を使用したが、図5、図6に示すように板状のロック機構を使用することもできる。
In addition. The round hole 56 shown in FIGS. 1 and 7 is a through hole for a welding plug, and a pipe forming an inner insertion portion and a pipe forming an outer intermediate portion are welded and fixed.
In the first and second embodiments, the mechanical mechanism shown in FIG. 4 is used for the pipe locking mechanism, but a plate-shaped locking mechanism can also be used as shown in FIGS. 5 and 6. ..

10:仮設足場の構造、11:掛止金具、12:支柱パイプ、12a:先端部、13:延長支柱パイプ、14:第1の差し込み部、15:第2の差し込み部、16:中間部、17:連結金具、18:楔機構付き水平パイプ、18b:楔、19:丸孔、19a:ロック機構、21、22:突出ピン、23、24:掛止孔、23a、23b:丸孔、25、26:斜面、27、28:操作部材、29:弾性部材(バネ)、30:連結ピン、35:ロック機構、36:帯状板材、36a、36b:突出片、37、38:側片、39:水平片、40、41:突出板片、44:連結金具、45:差し込み部、46a、46b、47:補強リブ、48:丸孔、48a:作業床、50:仮設足場の構造、51:支柱パイプ、52:補助支柱パイプ、53:連結金具、54:下部支柱パイプ、56:丸孔 10: Temporary scaffolding structure, 11: Hanging bracket, 12: Strut pipe, 12a: Tip, 13: Extension strut pipe, 14: First insertion part, 15: Second insertion part, 16: Intermediate part, 17: Connecting bracket, 18: Horizontal pipe with wedge mechanism, 18b: Wedge, 19: Round hole, 19a: Lock mechanism, 21, 22: Protruding pin, 23, 24: Hook hole, 23a, 23b: Round hole, 25 , 26: Slope, 27, 28: Operating member, 29: Elastic member (spring), 30: Connecting pin, 35: Lock mechanism, 36: Strip plate material, 36a, 36b: Projecting piece, 37, 38: Side piece, 39 : Horizontal piece, 40, 41: Protruding plate piece, 44: Connecting metal fitting, 45: Insertion part, 46a, 46b, 47: Reinforcing rib, 48: Round hole, 48a: Work floor, 50: Temporary scaffolding structure, 51: Strut pipe, 52: Auxiliary strut pipe, 53: Connecting bracket, 54: Lower strut pipe, 56: Round hole

Claims (4)

先側外周面に平面視してコ字状の掛止金具が対向して設けられた仮設足場に使用する支柱パイプと、該支柱パイプの先側に取付けられ前記支柱パイプの直径と同径の延長支柱パイプと、前記支柱パイプの先端部及び前記延長支柱パイプの基端部にそれぞれ嵌入する第1、第2の差し込み部を両側に有し、中間部は前記支柱パイプの直径と同径となった連結金具と、前記掛止金具に装着される楔機構付き水平パイプとを有する仮設足場の構造であって、
前記支柱パイプの先端高さは前記楔機構付きの水平パイプの上端高さと±2cmの誤差範囲で同一となって、前記第1、第2の差し込み部はそれぞれ弾性部材によって外側に付勢される対向配置された突出ピンを備えたロック機構を有し、前記第1、第2の差し込み部を前記支柱パイプ及び前記延長支柱パイプに完全装着した場合には、前記支柱パイプ及び前記延長支柱パイプの途中位置に対向して設けられた掛止孔に前記突出ピンが嵌入し、前記支柱パイプ及び前記延長支柱パイプから、前記第1、第2の差し込み部が抜けないことを特徴とする仮設足場の構造。
A strut pipe used for a temporary scaffold in which a U-shaped clasp is provided facing the outer peripheral surface on the front side in a plan view, and a strut pipe attached to the tip side of the strut pipe and having the same diameter as the strut pipe. It has an extension strut pipe and first and second insertion portions to be fitted into the tip end portion of the strut pipe and the base end portion of the extension strut pipe, respectively, and the intermediate portion has the same diameter as the diameter of the strut pipe. It is a structure of a temporary scaffold having a connecting metal fitting and a horizontal pipe with a wedge mechanism attached to the hooking metal fitting.
The height of the tip of the pillar pipe is the same as the height of the upper end of the horizontal pipe with the wedge mechanism within an error range of ± 2 cm, and the first and second insertion portions are respectively urged outward by the elastic member. It has a locking mechanism with protruding pins arranged so as to face each other, and when the first and second insertion portions are completely attached to the support column pipe and the extension support column pipe, the support column pipe and the extension support column pipe The temporary scaffolding is characterized in that the protruding pin is fitted into a hook hole provided so as to face an intermediate position, and the first and second insertion portions are not pulled out from the support column pipe and the extension support column pipe. Construction.
請求項1記載の仮設足場の構造において、前記支柱パイプに設けられた前記掛止孔は、対向して設けられた前記掛止金具の上端位置と下端位置の間で、前記掛止金具を避けて形成されていることを特徴とする仮設足場の構造。 In the structure of the temporary scaffold according to claim 1, the hook hole provided in the support column pipe avoids the hook metal fitting between the upper end position and the lower end position of the hook metal fitting provided so as to face each other. The structure of the temporary scaffold, which is characterized by being formed in the same way. 請求項1又は2記載の仮設足場の構造において、前記支柱パイプは、前記コ字状の掛止金具が設けられた短尺の補助支柱パイプとその下部に前記連結金具と同一構造の別の連結金具を介して連結される下部支柱パイプを有していることを特徴とする仮設足場の構造。 In the structure of the temporary scaffold according to claim 1 or 2, the strut pipe is a short auxiliary strut pipe provided with the U-shaped hook fitting and another connecting fitting having the same structure as the connecting fitting below the short auxiliary strut pipe. The structure of the temporary scaffold, which is characterized by having a lower strut pipe connected via. 請求項1〜3のいずれか1記載の仮設足場の構造に使用する連結金具であって、前記対向配置された突出ピンは、それぞれ一円周方向に又は両円周方向に傾斜する斜面を有し、前記延長支柱パイプ又は前記連結金具を回動させることにより前記突出ピンが前記掛止孔から外れることを特徴とする連結金具。 The connecting metal fitting used for the structure of the temporary scaffold according to any one of claims 1 to 3, wherein the protruding pins arranged so as to face each other have a slope inclined in one circumferential direction or both circumferential directions. A connecting metal fitting characterized in that the protruding pin is disengaged from the hook hole by rotating the extension support pipe or the connecting metal fitting.
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JP2017106274A (en) * 2015-12-11 2017-06-15 東日本旅客鉄道株式会社 Temporary scaffold in traffic facility
JP2017203375A (en) * 2017-07-19 2017-11-16 晃輝 平山 Strut for wedge-tight scaffold and strut structure using the same

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JP2002242427A (en) * 2001-02-13 2002-08-28 S R G Takamiya Kk Pipe joint
JP2009287304A (en) * 2008-05-30 2009-12-10 Alinco Inc Scaffold beam frame
JP2014105572A (en) * 2012-11-23 2014-06-09 Yukio Yamane Foothold and brace steel pipe for supporting
JP2017106274A (en) * 2015-12-11 2017-06-15 東日本旅客鉄道株式会社 Temporary scaffold in traffic facility
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