JP2008261150A - Bracket for temporary scaffolding - Google Patents

Bracket for temporary scaffolding Download PDF

Info

Publication number
JP2008261150A
JP2008261150A JP2007104504A JP2007104504A JP2008261150A JP 2008261150 A JP2008261150 A JP 2008261150A JP 2007104504 A JP2007104504 A JP 2007104504A JP 2007104504 A JP2007104504 A JP 2007104504A JP 2008261150 A JP2008261150 A JP 2008261150A
Authority
JP
Japan
Prior art keywords
bracket
tenon
pipe
cylinder
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2007104504A
Other languages
Japanese (ja)
Other versions
JP4934483B2 (en
Inventor
Koichi Nishino
宏一 西埜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KRH and Co Ltd
Original Assignee
KRH and Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KRH and Co Ltd filed Critical KRH and Co Ltd
Priority to JP2007104504A priority Critical patent/JP4934483B2/en
Publication of JP2008261150A publication Critical patent/JP2008261150A/en
Application granted granted Critical
Publication of JP4934483B2 publication Critical patent/JP4934483B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a bracket for temporary scaffolding, which is for use in avoiding projection portion, and in which connection holes formed therein for fixing a support pipe thereto, are simplified to improve the workability. <P>SOLUTION: According to the structure of the bracket 20, a cylinder portion 22 is formed at the tip of a horizontal member 21 of the bracket 20, and a movable cylinder 27 is slidably fitted into the cylinder portion 22 in a vertically movable manner. The movable cylinder 27 has a ring 28 formed thereon and the connection holes 29 formed therein for supporting the support pipe, and projections 31 of a lock pin 30 are exposed from the connection holes 29, respectively. On the other hand the cylinder portion 22 has an almost inverted L-shaped guide hole 36 formed in a peripheral surface thereof, and the movable cylinder 27 is guided via a guide pin 37 into the guide hole 36, and moved in the same, to be held either a first rotation location on a lower side or a second rotation location on an upper side. By virtue of this structure, the bracket need not form two types of connection holes different in height unlike in a conventional bracket. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

この発明は、例えばベランダ、軒、庇等のような突出部を有する建物の外壁に沿って仮設足場を構築するとき、この突出部を避けて仮設足場の支柱を上方へ連結するために用いられる仮設足場用のブラケットに関するものである。 The present invention is used to connect a column of a temporary scaffold upward while avoiding the protrusion when a temporary scaffold is constructed along an outer wall of a building having a protrusion such as a veranda, eaves, or a fence. The present invention relates to a bracket for a temporary scaffold.

従来から作業用の仮設足場は、建物の周囲に沿って所定間隔おきに内外二列ずつ立設された支柱と、隣接する支柱の間に架設されたブラケットと、隣接するブラケットの間に架設された踏み板とを基本的な構成とする。仮設足場を構成する支柱は金属パイプよりなる支柱パイプを直列に連結して構成されている。我が国で通常用いられている支柱パイプは180度対向する位置に形成される第1の緊結ホルダーと、同第1の緊結ホルダーと垂直方向に上下幅分ずれるととともに周方向に90度位相がずれた位置に形成される第2の緊結ホルダーとを外周に備えている。また、上下方向の連結のために支柱パイプの一端には連結ほぞが形成されており、複数本を直列に連結する際に上向きに配置された連結ほぞに対してパイプ下端側の挿入部を外嵌させ同連結ほぞ及び挿入部の重複する連結孔間にピンやバネ性のある内蔵ロックピンを横貫させるようにして支柱を構築している。   Conventionally, temporary scaffolds for work are installed between pillars that are erected in two rows inside and outside at predetermined intervals along the periphery of the building, brackets that are built between adjacent pillars, and adjacent brackets. The basic structure is a tread board. The struts constituting the temporary scaffold are configured by connecting strut pipes made of metal pipes in series. The strut pipe normally used in Japan has a first tightening holder formed at a position opposed to 180 degrees, a vertical shift from the first tightening holder in the vertical direction, and a 90-degree phase shift in the circumferential direction. And a second tightening holder formed on the outer periphery. In addition, a connection tenon is formed at one end of the support pipe for vertical connection, and the insertion part on the lower end side of the pipe is removed from the connection tenon arranged upward when connecting a plurality of pipes in series. The strut is constructed so that a pin and a built-in lock pin with spring property are passed through between the connecting tenon and the connecting hole where the connecting portion overlaps.

ところで、上記の仮設足場を構築するとき、建物が例えばベランダ、軒、庇等のようなその外壁上から突出する突出部を有する場合には突出部を避けて支柱を上方へ連結させるため、例えば図7に示すようなブラケット101を取り付けることが考えられる。このブラケット101の水平材102の先端にはほぞ部103が形成され、このほぞ部103に支柱パイプ105の下端側の挿入部106が外嵌されるようになっている。水平材102は基端側でくさび片107が高さの異なる2種類の緊結ホルダー108,109のいずれか一方に係止させられる。このようなブラケット101を用いることで突出部(例えば、庇110)を避けるように支柱パイプ105を外方に移動させて支柱を構築していくことが可能である。
ところが、上記のように支柱パイプ105には周方向に90度位相がずれ、かつ高さの異なる緊結ホルダー108,109が形成されている。そのためくさび片107が係止される緊結ホルダー108,109の違いによってブラケット101の高さが異なってしまい、ほぞ部103の位置が緊結ホルダー108,109によって変わってしまうこととなる。そしてその結果、ほぞ部103に外嵌される支柱パイプ105の高さが一定しないので踏み板の取り付け等に支障を来す可能性があった。
そこで特許文献1のような高さ調整が可能なカラーを装着したブラケットの技術が開示されている。特許文献1のブラケットではカラーを上下2段階の高さに配置することでブラケットに支持させる支柱の下端位置を変更し高さの異なる2種類の緊結ホルダー(特許文献1では連結金具と称する)に対応させるというものである。
特許第3733303号公報
By the way, when constructing the above temporary scaffolding, if the building has a protruding part protruding from its outer wall such as a veranda, eaves, eaves, etc. It is conceivable to attach a bracket 101 as shown in FIG. A tenon portion 103 is formed at the tip of the horizontal member 102 of the bracket 101, and an insertion portion 106 on the lower end side of the support pipe 105 is fitted on the tenon portion 103. In the horizontal member 102, the wedge piece 107 is locked to one of two types of binding holders 108 and 109 having different heights on the base end side. By using such a bracket 101, it is possible to construct the column by moving the column pipe 105 outward so as to avoid the protruding portion (for example, the hook 110).
However, as described above, the support pipes 105 are formed with the fastening holders 108 and 109 which are 90 degrees out of phase in the circumferential direction and have different heights. For this reason, the height of the bracket 101 varies depending on the difference between the fastening holders 108 and 109 to which the wedge pieces 107 are locked, and the position of the tenon portion 103 changes depending on the fastening holders 108 and 109. As a result, since the height of the support pipe 105 fitted to the tenon portion 103 is not constant, there is a possibility of hindering the installation of the footboard.
Thus, a technique of a bracket having a collar capable of height adjustment as disclosed in Patent Document 1 is disclosed. In the bracket of Patent Document 1, the collar is arranged at two levels in the vertical direction to change the lower end position of the column supported by the bracket so that two types of tightening holders having different heights (referred to as connecting brackets in Patent Document 1) are used. It is to make it correspond.
Japanese Patent No. 3733303

ところで特許文献1のブラケットでは支柱パイプを上下2段階の高さで固定させるためにほぞ部材に上下の高さの異なる位置に形成された第1の連結孔と第2の連結孔を設ける必要がある。図8(a)及び(b)は特許文献1の当該部分の説明図である。同図に示すように、カラー122の位置に応じて支柱パイプ123をほぞ部材124に外嵌した状態で支柱パイプ123側の連結孔125をほぞ部材124側の第1又は第2の連結孔120,121のいずれかに照合させ係止部材を横貫させて支柱パイプ123をほぞ部材124に固定させている。
係止部材としては一般にパイプに内装する板バネ式のロックピン126を使用する方式と作業者が外から刺し入れる係止ピン127を使用する方式との2つがあり、現在支柱パイプ120を連結する際に広く用いられているのは作業の容易性からロックピン方式である。
By the way, in the bracket of Patent Document 1, it is necessary to provide a first connection hole and a second connection hole formed at different positions in the upper and lower heights in the tenon member in order to fix the support pipe at two levels in the vertical direction. is there. FIGS. 8A and 8B are explanatory diagrams of the relevant part of Patent Document 1. FIG. As shown in the figure, the connecting hole 125 on the strut pipe 123 side is replaced with the first or second connecting hole 120 on the tenon member 124 side in a state where the strut pipe 123 is externally fitted to the tenon member 124 according to the position of the collar 122. , 121 are collated with each other, and the support pipe 123 is fixed to the tenon member 124 through the locking member.
There are generally two types of locking members: a method using a leaf spring type lock pin 126 built in a pipe and a method using a locking pin 127 inserted by an operator from the outside. The lock pin method is widely used for ease of work.

ところが、同図に示すように支柱パイプ123の構造上の制約から第1及び第2の連結孔120,121の両方にロックピン126を配設するのは無理であるため、この特許文献1のブラケットでは依然として一方の連結孔120,121については係止ピン127を使用せざるを得なかった。そのため、この種の突出部を避けるために使用されるブラケットをセットする際の作業性が悪いものとなっていた。
本発明は、このような従来の技術に存在する問題点に着目してなされたものである。その目的とするところは、突出部を避けるために使用されるブラケットにおいて支柱パイプを固定するための連結孔を単純化して作業性を向上させるようにした仮設足場用のブラケットを提供することにある。
However, as shown in the figure, it is impossible to dispose the lock pins 126 in both the first and second connection holes 120 and 121 due to structural limitations of the support pipe 123. In the bracket, the locking pin 127 must still be used for one of the connection holes 120 and 121. For this reason, workability when setting a bracket used to avoid this kind of protrusion is poor.
The present invention has been made paying attention to such problems existing in the prior art. An object of the present invention is to provide a bracket for a temporary scaffold that improves the workability by simplifying the connecting hole for fixing the column pipe in the bracket used to avoid the protruding portion. .

上記の目的を達成するために請求項1に記載の発明では、180度対向する位置に形成される第1の緊結ホルダーと、同第1の緊結ホルダーと垂直方向に略上下幅分ずれるととともに周方向に90度ずれた位置に形成される第2の緊結ホルダーとを外周に備え、複数本を直列に連結する際に上向きに配置された連結ほぞに対してパイプ下端側の挿入部を外嵌させ同連結ほぞ及び挿入部の重複する連結孔間に係止部材を横貫させるようにして支柱を構築する仮設足場用の支柱パイプであって、同支柱パイプを建物の外壁に沿って上方へ複数本連結する際に建物の外壁よりも外方へ張り出した突出部を避けて同支柱パイプをさらに上方へ連結するために用いられる仮設足場用のブラケットにおいて、前記第1又は第2の緊結ホルダーに対して片持ち梁状に支持される外方に張り出す張り出し材と、同張り出し材に着設される外装筒と、同外装筒内に遊嵌され上下動可能なほぞ部材とを備え、同ほぞ部材の側面にはその上方から前記支柱パイプの挿入部が外嵌される際に外嵌される同支柱パイプを支承する支承部と、前記挿入部側の連結孔と重複する連結孔と、同外装筒に対して同ほぞ部材を下方側の第1の回転位置と上方側の第2の回転位置でそれぞれ保持可能とするための位置保持手段とが設けられ、同第1の回転位置と同第2の回転位置との上下間隔が前記第1又は第2の緊結ホルダーの略上下幅分のずれと一致するとともに同第1の回転位置と同第2の回転位置との位相が90度ずれていることをその要旨とする。   In order to achieve the above object, according to the first aspect of the present invention, there is provided a first fastening holder formed at a position opposed to 180 degrees, and being shifted from the first fastening holder by a substantially vertical width in the vertical direction. A second binding holder formed at a position shifted by 90 degrees in the circumferential direction is provided on the outer periphery, and the insertion portion on the lower end side of the pipe is removed from the connecting tenon arranged upward when connecting a plurality of the holders in series. A strut pipe for a temporary scaffolding that is constructed so that a locking member is made to cross between the connecting tenon and the overlapping connecting hole of the insertion portion, and the strut pipe is moved upward along the outer wall of the building. In the bracket for a temporary scaffold used to connect the support pipe further upward while avoiding the protruding portion projecting outward from the outer wall of the building when connecting a plurality of the above, the first or second fastening holder Cantilever An outwardly projecting material that is supported in a beam shape, an exterior cylinder that is attached to the projecting material, and a tenon member that is loosely fitted in the exterior cylinder and can be moved up and down. A support portion for supporting the column pipe that is externally fitted when the insertion portion of the column pipe is externally fitted from above, a connection hole that overlaps the connection hole on the insertion portion side, and the exterior cylinder. On the other hand, position holding means for enabling the tenon member to be held at the first rotation position on the lower side and the second rotation position on the upper side are provided, and the second rotation position is the same as the first rotation position and the second rotation position. The vertical distance from the rotational position coincides with the substantial vertical width shift of the first or second binding holder, and the phase between the first rotational position and the second rotational position is 90 degrees shifted. Is the gist.

また、請求項2の発明では請求項1に記載の発明の構成に加え、前記ほぞ部材は第1及び第2の回転位置では周方向の回動が規制されていることをその要旨とする。
また、請求項3の発明では請求項1又は2に記載の発明の構成に加え、前記位置保持手段は、プレス加工により前記外装筒の周壁に形成された略逆L字状をなすガイド孔と、該ガイド孔の内側に配置されるようにほぞの周面上に突設されたガイドピンとから構成されていることをその要旨とする。
また、請求項4の発明では請求項1〜3のいずれかに記載の発明の構成に加え、前記支承部は前記ほぞ部材の前記外装筒からの下方への脱落を防止する脱落防止部材を兼ねていることをその要旨とする。
Further, the gist of the invention of claim 2 is that, in addition to the configuration of the invention of claim 1, the tenon member is restricted from rotating in the circumferential direction at the first and second rotational positions.
Further, in the invention of claim 3, in addition to the configuration of the invention of claim 1 or 2, the position holding means includes a guide hole having a substantially inverted L shape formed on the peripheral wall of the outer cylinder by press working. The gist of the present invention is that it is composed of guide pins protruding on the peripheral surface of the tenon so as to be arranged inside the guide hole.
Moreover, in addition to the structure of the invention in any one of Claims 1-3, in the invention of Claim 4, the said support part doubles as the drop-off prevention member which prevents the fall of the tenon member from the said exterior cylinder. The gist of this is

このような構成では、建築物の突出部を避ける際にブラケットを取り付ける際にまず第1の緊結ホルダーに張り出し材を支持させた場合にはほぞ部材を外装筒に対して下方側の第1の回転位置に配置し、ここに支柱パイプを外嵌させる。一方、第2の緊結ホルダーに張り出し材を支持させた場合にはほぞ部材を外装筒に対して上方側の第2の回転位置に配置し、ここに支柱パイプを外嵌させる。ほぞ部材は第1の回転位置と第2の回転位置においては上下間隔は第1又は第2の緊結ホルダーの略上下幅分のずれと一致するとともに位相が90度ずれている。つまりほぞ部材は支柱パイプの第1及び第2の緊結ホルダーの略上下幅分のずれと周方向のずれに対応した移動量で移動させられることとなっている。この際に、ほぞ部材に外嵌される支柱パイプの挿入部は常に同じ支承部に支承され、挿入部側の連結孔はほぞ部材側の常に同じ連結孔に照合されることとなる。これによって従来のような高さの異なる2種類の連結孔を設ける必要がなくなる。
尚、仮設足場に使用される部材はそれほどの精度が求められていないため比較的公差は大きく、上記文言の「第1又は第2の緊結ホルダーの略上下幅分のずれと一致する」や「第1の回転位置と同第2の回転位置との位相が90度ずれている」という場合における一致や90度の角度については若干の誤差があっても構わない。
In such a configuration, when the bracket is attached to avoid the projecting portion of the building, the first tenon holder firstly supports the overhanging material, so that the tenon member is the first lower side of the outer cylinder. It arrange | positions in a rotation position and a support | pillar pipe is externally fitted here. On the other hand, when the overhanging material is supported by the second binding holder, the tenon member is disposed at the second rotational position on the upper side with respect to the outer cylinder, and the support pipe is externally fitted thereto. The tenon member has a vertical gap of 90 degrees at the first rotational position and the second rotational position, and the phase difference is the same as that of the vertical width of the first or second binding holder. In other words, the tenon member is moved by a movement amount corresponding to the shift in the vertical direction of the first and second binding holders of the support pipe and the shift in the circumferential direction. At this time, the insertion portion of the column pipe that is externally fitted to the tenon member is always supported by the same support portion, and the connection hole on the insertion portion side is always collated with the same connection hole on the tenon member side. This eliminates the need for providing two types of connecting holes having different heights as in the prior art.
In addition, since the member used for the temporary scaffolding is not required to be so accurate, the tolerance is relatively large, and in the above-mentioned wording, “matches the displacement of the first or second binding holder by the substantially vertical width” or “ There may be a slight error with respect to the coincidence in the case where the phase between the first rotational position and the second rotational position is shifted by 90 degrees or an angle of 90 degrees.

また、ほぞ部材は第1及び第2の回転位置では周方向の回動が規制されていることが支柱パイプの取り付け等の作業の上から好ましい。また、位置保持手段は、前記外装筒の周壁に形成された略逆L字状をなすガイド孔と、該ガイド孔の内側に配置されるようにほぞの周面上に突設されたガイドピンとから構成されていることが速やかなほぞ部材の回動と回動規制の点から好ましい。支承部は前記ほぞ部材の前記外装筒からの下方への脱落を防止する脱落防止部材を兼ねていることが好ましい。また、支承部は外装筒よりも外方にはみ出ないか、あるいは大きくははみ出ず、外装筒の外径と略同じ外径形状のリング体であってほぞ部材の第2の回転位置で外装筒の上縁に載置されることが好ましい。   The tenon member is preferably restricted from rotating in the circumferential direction at the first and second rotational positions from the viewpoint of work such as attachment of the support pipe. Further, the position holding means includes a guide hole having a substantially inverted L shape formed on a peripheral wall of the exterior cylinder, and a guide pin projecting on the peripheral surface of the tenon so as to be disposed inside the guide hole. It is preferable from the point of quick rotation of the tenon member and rotation restriction. It is preferable that the support portion also serves as a drop-off preventing member that prevents the tenon member from dropping downward from the outer tube. Further, the support portion does not protrude outward from the outer cylinder or does not protrude larger than the outer cylinder, and is a ring body having an outer diameter substantially the same as the outer diameter of the outer cylinder, and the outer cylinder at the second rotation position of the tenon member. It is preferable to be placed on the upper edge.

上記各請求項の発明では、第1及び第2の緊結ホルダーのいずれにブラケットを取り付けても支柱パイプの挿入部に形成された連結孔は常にほぞ部材の同じ連結孔に照合させることができるため作業性が向上する。   In the invention of each of the above claims, the connection hole formed in the insertion portion of the support pipe can always be collated with the same connection hole of the tenon member regardless of whether the bracket is attached to either the first or second binding holder. Workability is improved.

以下、本発明のブラケットの一実施例について図面に基づいて説明する。
図5に示すように、2点鎖線で示される建物の外壁10周囲には仮設足場11が構築されている。建物の上部位置には突出部としての軒10aが外壁10よりも外方に張り出すように設けられている。図1では特に軒10aの近傍を特化して図示している。仮設足場11は支柱12及び横架材13によって基本骨格が構築されており、特に軒10aと対応する箇所にこれを避けるように実施例のブラケット20が配設される。
Hereinafter, an embodiment of the bracket of the present invention will be described with reference to the drawings.
As shown in FIG. 5, a temporary scaffold 11 is constructed around the outer wall 10 of the building indicated by a two-dot chain line. An eave 10a as a protruding portion is provided at an upper position of the building so as to project outward from the outer wall 10. FIG. 1 specifically shows the vicinity of the eaves 10a. The temporary scaffold 11 is constructed of a basic skeleton by a support column 12 and a horizontal member 13, and the bracket 20 of the embodiment is disposed so as to avoid this particularly at a location corresponding to the eave 10a.

図1〜図3に示すように、ブラケット20は水平方向に配置される金属パイプ製の水平材21と、水平材21の先端部に固着された外装筒としての筒部22を備えている。水平材21は筒部22の側面に直交状に当接させられている。水平材21の基端部にはくさび片23が固着されている。
水平材21の中間部下面には金属板よりなる補強材24が水平材21との連結位置を基部として水平材21の基端部方向に向かって斜め下方に延びるように配設されている。補強材24の先端部には当て板25が固着されている。水平材21と補強材24との間には金属板よりなる間隔保持材26が上下方向に延びるように架設されており、水平材21と補強材24との間隔を一定に保持するようになっている。筒部22、くさび片23、補強材24、当て板25及び間隔保持材26はそれぞれ溶接によって固着されている。
As shown in FIGS. 1 to 3, the bracket 20 includes a horizontal member 21 made of a metal pipe arranged in the horizontal direction, and a cylindrical portion 22 as an outer cylinder fixed to the tip of the horizontal member 21. The horizontal member 21 is brought into contact with the side surface of the cylindrical portion 22 in an orthogonal manner. A wedge piece 23 is fixed to the base end portion of the horizontal member 21.
A reinforcing member 24 made of a metal plate is disposed on the lower surface of the intermediate portion of the horizontal member 21 so as to extend obliquely downward toward the base end portion of the horizontal member 21 with the connecting position with the horizontal member 21 as a base. A backing plate 25 is fixed to the tip of the reinforcing member 24. Between the horizontal member 21 and the reinforcing member 24, an interval holding member 26 made of a metal plate is installed so as to extend in the vertical direction, and the interval between the horizontal member 21 and the reinforcing member 24 is kept constant. ing. The cylindrical portion 22, the wedge piece 23, the reinforcing member 24, the contact plate 25, and the spacing member 26 are fixed by welding.

筒部22内にはほぞ部材としての移動筒27が上下動可能に遊嵌されている。図1に示すように、移動筒27は筒部22よりも一回り小さなサイズの断面円形形状の円筒形状に構成され、上端周面はしぼり加工が施され縮径されている。筒部22の長手方向中央から若干上方に寄った位置には脱落防止部材、支柱パイプ支持手段としてのリング28が固着されている。リング28の外径は筒部22の外径と略一致する。リング28と移動筒27の上端との中間位置であって180度対向する位置には一対の連結孔29が形成されている。移動筒27内部には板バネから構成される係止部材としてのロックピン30が装着されている。ロックピン30は2本の脚部30aと両脚部30aを上端で接続する連結部30bが一体的に連設されて構成されており、移動筒27の上端開口部から内部に導入されるようになっている。脚部30aの下端寄り外方には突起部31が形成されており、ロックピン30が移動筒27内に装着された状態で同突起部31は両連結孔29からそれぞれ露出される。移動筒27のリング28よりも上方部分は後述する支柱パイプ50に収容される挿入部32とされる。   A movable cylinder 27 as a tenon member is loosely fitted in the cylinder portion 22 so as to be movable up and down. As shown in FIG. 1, the movable cylinder 27 is formed in a cylindrical shape having a circular cross section that is slightly smaller than the cylindrical portion 22, and the upper peripheral surface is subjected to a squeezing process to be reduced in diameter. A ring 28 serving as a drop-off prevention member and a support pipe support is fixed to a position slightly above the longitudinal center of the cylindrical portion 22. The outer diameter of the ring 28 substantially matches the outer diameter of the cylindrical portion 22. A pair of connecting holes 29 are formed at a position intermediate between the ring 28 and the upper end of the moving cylinder 27 and facing 180 degrees. Inside the movable cylinder 27, a lock pin 30 as a locking member composed of a leaf spring is mounted. The lock pin 30 is formed by integrally connecting two leg portions 30a and a connecting portion 30b for connecting both the leg portions 30a at the upper end, and is introduced into the inside from the upper end opening of the movable cylinder 27. It has become. A protruding portion 31 is formed on the outer side near the lower end of the leg portion 30 a, and the protruding portion 31 is exposed from both connecting holes 29 in a state where the lock pin 30 is mounted in the movable cylinder 27. A portion above the ring 28 of the movable cylinder 27 is an insertion portion 32 that is accommodated in a support pipe 50 described later.

図1〜図6に示すように、筒部22の周壁には上下方向に延び、かつその上端からさらに周方向に延び、更に周方向に延びた先端から下方にわずかに膨らむ略逆L字状をなす一対のガイド孔36が透設されている。これらガイド孔36はその上下方向の長さが後述する第1又は第2の緊結ホルダー55,56の上下幅のずれ(高さの差)と略同じになるように設定されている。更にガイド孔36はその周方向の長さが筒部22に対する移動筒27の回動量(振幅)が90度になるように設定されている。また、これらガイド孔36は、プレス加工で筒部22の周壁を打ち抜くことにより形成され、筒部22の軸線を中心に互いに点対称の位置関係となるように配置されている。
ガイド孔36の上下方向に延びる孔の下端縁部分と周方向に延びた先端から下方に膨らむ部分はそれぞれ第1及び第2の回動規制部34a,34bとされる。
As shown in FIGS. 1 to 6, the peripheral wall of the cylindrical portion 22 extends in the vertical direction, further extends in the circumferential direction from its upper end, and further expands slightly downward from the tip extending in the circumferential direction. A pair of guide holes 36 are formed. These guide holes 36 are set so that the length in the vertical direction is substantially the same as the vertical width deviation (height difference) of the first or second binding holders 55 and 56 described later. Further, the guide hole 36 has a circumferential length set so that the rotation amount (amplitude) of the movable cylinder 27 with respect to the cylinder portion 22 is 90 degrees. The guide holes 36 are formed by punching the peripheral wall of the cylindrical portion 22 by pressing, and are arranged so as to have a point-symmetrical positional relationship with respect to the axis of the cylindrical portion 22.
The lower end edge portion of the hole extending in the vertical direction of the guide hole 36 and the portion bulging downward from the distal end extending in the circumferential direction are set as first and second rotation restricting portions 34a and 34b, respectively.

図1に示すように、移動筒27の周壁において長手方向略中央位置には180度対向する位置に一対の挿通孔35が貫設されている。両挿通孔35の中心を結ぶ直線は上記両連結孔29の中心を結ぶ直線Pと直交する。この挿通孔35には移動筒27が筒部22に内嵌された状態でガイド孔36を介して外部からガイドピン37の棒状をなす軸部37aが挿通されている。ガイドピン37は軸部37aの一端部に円板状をなす頭部37bを有しており、この頭部37bはガイド孔36の内側に入り込むことなく、筒部22の外周面上に位置するように構成されている。このガイドピン37の軸部37aを挿通孔35に挿通した状態でその他端部に小リング30cをかしめて潰すことによりガイドピン37が筒部22に対して固定されるとともに、移動筒27の筒部22からの抜け出しが規制されている。また、筒部22に固定された状態でガイドピン37の軸部37aは、その両端部が各ガイド孔36の内側にそれぞれ位置するように筒部22の周面上から突出されている。   As shown in FIG. 1, a pair of insertion holes 35 are provided at positions substantially opposed to the longitudinal center of the peripheral wall of the movable cylinder 27 at 180 degrees. A straight line connecting the centers of both insertion holes 35 is orthogonal to a straight line P connecting the centers of the two connection holes 29. A shaft portion 37 a that forms a rod shape of the guide pin 37 is inserted through the insertion hole 35 from the outside through the guide hole 36 in a state where the movable cylinder 27 is fitted in the cylinder portion 22. The guide pin 37 has a disc-shaped head portion 37b at one end portion of the shaft portion 37a. The head portion 37b does not enter the inside of the guide hole 36 and is positioned on the outer peripheral surface of the cylindrical portion 22. It is configured as follows. The guide pin 37 is fixed to the cylindrical portion 22 by caulking and crushing the small ring 30c at the other end in a state where the shaft portion 37a of the guide pin 37 is inserted into the insertion hole 35. Exit from the portion 22 is restricted. Further, the shaft portion 37 a of the guide pin 37 in a state of being fixed to the cylindrical portion 22 protrudes from the peripheral surface of the cylindrical portion 22 so that both end portions thereof are located inside the respective guide holes 36.

図6(a)〜(d)に示すように、移動筒27はガイド孔36及びガイドピン37に案内されながら、筒部22に対して回動及び上下動することができるように構成されている。筒部22に対する移動筒27の相対的位置関係は図2〜図4(a)及び(b)に示すようにガイドピン37がガイド孔36の第1の回動規制部34aにおいて保持されている場合、つまり移動筒27のリング28が筒部22の上端に載置されている状態が最も移動筒27が下がった状態である。また、ガイドピン37がガイド孔36の第2の回動規制部34bにおいて保持されている場合が最も上がった状態である。この上下移動をする際には移動筒27は筒部22に対して90度回動することとなる。ガイドピン37が第1の回動規制部34aに保持されている位置が第1の回転位置に相当し、第2の回動規制部34bに保持されている位置が第2の回転位置に相当する。また、上記ガイド孔36、第1及び第2の回動規制部34a,34b、挿通穴35、ガイドピン37等により位置保持手段が構成されている。この位置保持手段により移動筒27は筒部22内で回動及び上下動させたとき、第1の回転位置及び第2の回転位置で位置保持されることとなる。   As shown in FIGS. 6A to 6D, the movable cylinder 27 is configured to be able to rotate and move up and down with respect to the cylinder portion 22 while being guided by the guide hole 36 and the guide pin 37. Yes. As shown in FIGS. 2 to 4A and 4B, the relative position relationship of the movable cylinder 27 with respect to the cylinder portion 22 is such that the guide pin 37 is held in the first rotation restricting portion 34 a of the guide hole 36. In other words, the state in which the ring 28 of the moving cylinder 27 is placed on the upper end of the cylinder portion 22 is the state in which the moving cylinder 27 is lowered most. The case where the guide pin 37 is held in the second rotation restricting portion 34b of the guide hole 36 is the highest state. When moving up and down, the movable cylinder 27 is rotated 90 degrees with respect to the cylindrical portion 22. The position where the guide pin 37 is held by the first rotation restricting portion 34a corresponds to the first rotation position, and the position where the guide pin 37 is held by the second rotation restricting portion 34b corresponds to the second rotation position. To do. The guide hole 36, the first and second rotation restricting portions 34a and 34b, the insertion hole 35, the guide pin 37 and the like constitute position holding means. When the movable cylinder 27 is rotated and moved up and down in the cylinder portion 22 by this position holding means, the position is held at the first rotation position and the second rotation position.

次に、上記のブラケット20の取り付け方法及び作用について説明する。
まず、ブラケット20が装着される支柱パイプ50について概略を説明する。支柱パイプ50は直列に接続されることで支柱12を構成する。本実施例では支柱パイプ50を上方に継ぎ足していった場合に図5のように支柱パイプ50の上端が軒10aに達し(あるいは非常に接近する)、これ以上は支柱パイプ50を上方へ連結することができなくなったとき、軒10aを避けるために支柱パイプ50の第1又は第2の緊結ホルダー51,52にブラケット20を連結させることとなる。
支柱パイプ50は合金製のパイプ部材であって、パイプ本体51の上端部に同パイプ本体51よりも一回り小さなサイズの連結ほぞ52が嵌挿固定されている。連結ほぞ52の断面形状は上記移動筒27の断面形状と略一致する。パイプ本体51の外周には所定間隔毎に緊結ポジション53が設けられている。緊結ポジション53は180度対向して同じ高さに配置された一対の第1の緊結ホルダー55と、両第1の緊結ホルダー55と垂直方向に上下幅分がずれるとともに両第1の緊結ホルダー55と90度周方向にずれて180度対向して同じ高さに配置される一対の第2の緊結ホルダー56とから構成されている。第1の緊結ホルダー55と第2の緊結ホルダー56との上下幅のずれは例えば本実施例では約4.5cmとされている。本実施例では上側に配置されるホルダーを第1の緊結ホルダー55とする。パイプ本体51と連結ほぞ52にはそれぞれ端部から等距離に連結孔57が形成されている。連結ほぞ52内部には上記で説明したロックピン30が内蔵されており、ロックピン30の突起部31は連結ほぞ52から露出されている。
つまり、支柱12は隣接する支柱パイプ50のパイプ本体51と連結ほぞ52とを接合させ連結孔57を照合させた状態でロックピン30によって両者を固定させながら構築していくようになっている。このとき連結ほぞ52が挿入されるパイプ本体51の先端寄り部分が挿入部とされる。支柱パイプ50における連結ほぞ52先端から連結孔57までの長さは上記移動筒27先端から連結孔29までの長さと略一致する。また、連結ほぞ52の長さは上記移動筒27先端からリング28の上面までの長さと略一致する。
Next, the mounting method and operation of the bracket 20 will be described.
First, an outline of the support pipe 50 to which the bracket 20 is attached will be described. The support pipes 50 are connected in series to form the support 12. In this embodiment, when the support pipe 50 is added upward, the upper end of the support pipe 50 reaches the eave 10a (or very close) as shown in FIG. When this becomes impossible, the bracket 20 is connected to the first or second binding holders 51 and 52 of the support pipe 50 in order to avoid the eaves 10a.
The support pipe 50 is an alloy pipe member, and a connecting tenon 52 having a size slightly smaller than the pipe main body 51 is fitted and fixed to the upper end portion of the pipe main body 51. The cross-sectional shape of the connecting tenon 52 substantially matches the cross-sectional shape of the moving cylinder 27. On the outer periphery of the pipe body 51, tightening positions 53 are provided at predetermined intervals. The tightening position 53 is a pair of first tightening holders 55 disposed at the same height so as to face each other at 180 degrees, and the first tightening holders 55 are vertically shifted from both the first tightening holders 55 while being vertically displaced. And a pair of second tightening holders 56 arranged at the same height so as to be shifted by 90 degrees in the circumferential direction and opposed to each other by 180 degrees. In this embodiment, for example, the vertical displacement between the first binding holder 55 and the second binding holder 56 is about 4.5 cm. In the present embodiment, the holder disposed on the upper side is a first binding holder 55. In the pipe body 51 and the connection tenon 52, connection holes 57 are formed at equal distances from the end portions. The lock pin 30 described above is built in the connection tenon 52, and the protrusion 31 of the lock pin 30 is exposed from the connection tenon 52.
That is, the column 12 is constructed while the pipe body 51 and the connection tenon 52 of the adjacent column pipe 50 are joined and the connection hole 57 is collated, and the both are fixed by the lock pin 30. At this time, a portion closer to the tip of the pipe body 51 into which the connecting tenon 52 is inserted is used as an insertion portion. The length from the tip of the connection tenon 52 to the connection hole 57 in the support pipe 50 is substantially the same as the length from the tip of the movable cylinder 27 to the connection hole 29. Further, the length of the connecting tenon 52 substantially matches the length from the tip of the movable cylinder 27 to the upper surface of the ring 28.

このように構成される支柱パイプ50にブラケット20を連結する場合には、まず補強材24の当て板24を支柱パイプ50(支柱12)の周面に当接させながら、水平材21のくさび片23を第1又は第2の緊結ホルダー55,56に係合し、支柱パイプ50に対して水平材21を仮固定する。その後、ハンマー等を用いてくさび片23を第1又は第2の緊結ホルダー55,56に緊結させることにより、水平材21が支柱パイプ50に対してくさび片23、補強材24及び間隔保持材25を介して支持され、ブラケット20が1本の支柱パイプ50に連結されることとなる。この状態で、ブラケット20先端の移動筒27に新たな支柱パイプ50を連結することが可能となる。   When the bracket 20 is connected to the column pipe 50 configured in this way, first, the wedge piece of the horizontal member 21 is brought into contact with the peripheral surface of the column pipe 50 (column 12) while the contact plate 24 of the reinforcing member 24 is brought into contact with the peripheral surface of the column pipe 50 (column 12). 23 is engaged with the first or second binding holders 55 and 56, and the horizontal member 21 is temporarily fixed to the support pipe 50. Thereafter, the wedge piece 23 is fastened to the first or second fastening holders 55, 56 using a hammer or the like, so that the horizontal member 21 is against the support pipe 50, the wedge piece 23, the reinforcing member 24, and the spacing member 25. The bracket 20 is connected to one support pipe 50. In this state, a new support pipe 50 can be connected to the movable cylinder 27 at the tip of the bracket 20.

図2に示すように、上側の第1の緊結ホルダー55に対してブラケット20を連結した場合には同図及び図4(a)に示すように移動筒27が最も下がった位置、つまりガイドピン37をガイド孔36の第1の回動規制部34aに配置させるようにする。このとき、図4(a)に示すように連結孔29の向き(直線P(図1参照))はブラケット20の水平材21の長手方向の向きと一致する。
このような配置状態の移動筒27に対して新たな支柱パイプ50を外嵌させる。するとパイプ本体51の下端がリング28の上面にちょうど当接され挿入部32全体がパイプ本体51の先端寄り(挿入部)に収納される。その状態で支柱パイプ50を周方向において移動調整し両者の連結孔29,57を照合させる。すると支柱パイプ50側の連結孔57に移動筒27側の連結孔29から露出する突起部31が係合して支柱パイプ50は固定される。このような配置状態の移動筒27に対して外嵌された新たな支柱パイプ50の水平位置はこのように迂回させなかった場合に継ぎ足される図2の仮想線で示す隣接する支柱パイプ50の水平位置と一致することとなる。
As shown in FIG. 2, when the bracket 20 is connected to the upper first binding holder 55, as shown in FIG. 4 and FIG. 37 is arranged in the first rotation restricting portion 34 a of the guide hole 36. At this time, as shown in FIG. 4A, the direction of the connecting hole 29 (straight line P (see FIG. 1)) coincides with the longitudinal direction of the horizontal member 21 of the bracket 20.
A new support pipe 50 is externally fitted to the movable cylinder 27 in such an arrangement state. Then, the lower end of the pipe body 51 is just brought into contact with the upper surface of the ring 28, and the entire insertion portion 32 is stored near the tip (insertion portion) of the pipe body 51. In this state, the strut pipe 50 is moved and adjusted in the circumferential direction, and the connecting holes 29 and 57 of both are collated. Then, the protrusion 31 exposed from the connection hole 29 on the movable cylinder 27 side engages with the connection hole 57 on the support pipe 50 side, and the support pipe 50 is fixed. The horizontal position of the new support pipe 50 that is externally fitted to the movable cylinder 27 in such an arrangement state is added to the horizontal position of the adjacent support pipe 50 shown by the phantom line in FIG. It will match the position.

一方、図3に示すように、下側の第2の緊結ホルダー56に対してブラケット20を連結した場合には同図及び図4(b)に示すように移動筒27が最も上がった位置、つまりガイド孔36の第2の回動規制部34bに配置させるようにする。この時移動筒27が図6(a)のような最も下がった状態にあるならば次のような操作で最も上がった状態に移動させる。まずガイドピン37を図6(a)の状態から図6(b)のように上方に移動させ(移動筒27をまっすぐ上昇させ)ついで図6(c)のように90度回動させ、図6(d)のようにガイド孔36の第2の回動規制部34b内に移動筒27の自重で落とし込むように配置させる。この状態で図4(b)に示すように連結孔29の向き(直線P(図1参照))はブラケット20の水平材21の長手方向の向きと直交する。
このような配置状態の移動筒27に対して新たな支柱パイプ50を外嵌させる。すると支柱パイプ50の下端がリング28の上面にちょうど当接され挿入部32全体が支柱パイプ50のパイプ本体51の先端寄り(挿入部)に収納されることは上記とまったく同様である。但し、パイプ本体51の筒部22に対する周方向の位置は上記とは90度位相がずれている。このような配置状態の移動筒27に対して外嵌された新たな支柱パイプ50の水平位置はこのように迂回させなかった場合に継ぎ足される図3の仮想線で示す隣接する支柱パイプ50の水平位置と一致することとなる。
以上のように図2に示す上側の第1の緊結ホルダー55に対してブラケット20を連結した場合でも、図3に示す下側の第2の緊結ホルダー56に対してブラケット20を連結した場合でもいずれの場合でも迂回させて新たに継ぎ足される支柱パイプ50は隣接する支柱パイプ50と水平位置を一致させることが可能となっている。従って、常に隣接する支柱パイプ50間に横架材13を水平に架設させることが可能となる。
On the other hand, as shown in FIG. 3, when the bracket 20 is connected to the lower second binding holder 56, the movable cylinder 27 is at the highest position as shown in FIG. 4 and FIG. That is, the guide hole 36 is disposed in the second rotation restricting portion 34b. At this time, if the moving cylinder 27 is in the lowest position as shown in FIG. 6A, it is moved to the highest position by the following operation. First, the guide pin 37 is moved upward as shown in FIG. 6B from the state of FIG. 6A (the moving cylinder 27 is lifted straight), and then rotated 90 degrees as shown in FIG. As shown in FIG. 6 (d), the movable cylinder 27 is disposed so as to drop into the second rotation restricting portion 34 b of the guide hole 36. In this state, as shown in FIG. 4B, the direction of the connecting hole 29 (straight line P (see FIG. 1)) is orthogonal to the longitudinal direction of the horizontal member 21 of the bracket 20.
A new support pipe 50 is externally fitted to the movable cylinder 27 in such an arrangement state. Then, the lower end of the support pipe 50 is just brought into contact with the upper surface of the ring 28, and the entire insertion portion 32 is housed near the tip of the pipe body 51 of the support pipe 50 (insertion portion). However, the circumferential position of the pipe body 51 with respect to the cylindrical portion 22 is 90 degrees out of phase with the above. The horizontal position of the new strut pipe 50 that is externally fitted to the movable cylinder 27 in such an arrangement state is added to the horizontal position of the adjacent strut pipe 50 shown by the phantom line in FIG. It will match the position.
As described above, even when the bracket 20 is connected to the upper first fastening holder 55 shown in FIG. 2 or when the bracket 20 is connected to the lower second fastening holder 56 shown in FIG. In any case, it is possible to make the horizontal position of the column pipe 50 newly added by bypassing the adjacent column pipe 50 equal. Therefore, the horizontal member 13 can be installed horizontally between the adjacent support pipes 50 at all times.

上記のように構成することにより本実施例のブラケット20は次のような効果が奏される。
(1) 上記実施例のブラケット20によれば、高さの異なる第1又は第2の緊結ホルダー55,56に装着する際に移動筒27を下方側の第1の回転位置と上方側の第2の回転位置で切り替えながら保持させることができるので、迂回させて新たに継ぎ足される支柱パイプ50の高さを架設足場11を構築している支柱パイプ50の向きに応じて適切に変更することが簡単にできる。
(2)回させて新たに継ぎ足される支柱パイプ50の高さ位置は変わっても常に支柱パイプ50は移動筒27に対して下端がリング28の上面にちょうど当接され挿入部32全体がパイプ本体51の先端寄り(挿入部)に収納されるように外嵌されることとなっている。つまり、係止部材としてのロックピン30は支柱パイプ50の高さ位置が変わってもいつも同じ連結孔57に係合して支柱パイプ50を固定することができるため、従来のような高さの異なる2種類の連結孔を設ける必要がなくなる。
(3)筒部22には略逆L字状のガイド孔36が形成されており、このガイド孔36とガイドピン37の案内により移動筒27を速やかかつ正確に上下動及び回動させることができ、作業が迅速化する。また、一旦第1及び第2の回動規制部34a,34bにガイドピン37が配置されると移動筒27は筒部22に対して相対回動が不能とされるため作業中にむやみに移動筒27が周方向に移動してしまうことがない。
(4)リング28とガイドピン37の両方によって移動筒27の筒部22に対する下方への落下が確実に防止されている。
By configuring as described above, the bracket 20 of the present embodiment has the following effects.
(1) According to the bracket 20 of the above-described embodiment, when the movable cylinder 27 is mounted on the first or second binding holders 55 and 56 having different heights, the movable cylinder 27 is moved to the lower first rotation position and the upper first rotation position. Therefore, it is possible to appropriately change the height of the column pipe 50 that is detoured and newly added according to the direction of the column pipe 50 that constructs the construction scaffold 11. Easy to do.
(2) Even if the height position of the column pipe 50 to be newly added by turning is changed, the column pipe 50 is always in contact with the upper surface of the ring 28 with respect to the movable cylinder 27 so that the entire insertion portion 32 is entirely connected to the pipe body. It is to be fitted so as to be housed near the tip of 51 (insertion portion). That is, the lock pin 30 as the locking member can always engage with the same connecting hole 57 and fix the support pipe 50 even if the height position of the support pipe 50 is changed. There is no need to provide two different types of connecting holes.
(3) A substantially inverted L-shaped guide hole 36 is formed in the cylindrical portion 22, and the movable cylinder 27 can be moved up and down and rotated quickly and accurately by the guide hole 36 and the guide pin 37. It can be done quickly. In addition, once the guide pin 37 is disposed in the first and second rotation restricting portions 34a and 34b, the movable cylinder 27 cannot be relatively rotated with respect to the cylinder portion 22, and thus moves unnecessarily during the operation. The cylinder 27 does not move in the circumferential direction.
(4) Both the ring 28 and the guide pin 37 reliably prevent the moving cylinder 27 from dropping downward with respect to the cylinder portion 22.

尚、この発明は、次のように変更して具体化することも可能である。
・上記実施例の形状のガイド孔36に限定されることはない。
・上記では係止部材としてロックピン30を使用したが従来例にあるような係止ピン127を使用することも自由である。
・リング28の形状は上記に限定されるものではない。
・ブラケット20を構成する水平材21やくさび片23等の形状は上記に限定されるものではない。
・その他、本発明の趣旨を逸脱しない態様で実施することは自由である。
It should be noted that the present invention can be modified and embodied as follows.
-It is not limited to the guide hole 36 of the shape of the said Example.
In the above description, the lock pin 30 is used as the locking member, but it is also possible to use the locking pin 127 as in the conventional example.
-The shape of the ring 28 is not limited to the above.
-The shape of the horizontal member 21 and the wedge piece 23 which comprise the bracket 20 is not limited to the above.
-Besides, it is free to implement in a mode that does not depart from the gist of the present invention.

本発明の実施例のブラケットの分解斜視図。The disassembled perspective view of the bracket of the Example of this invention. 同じ実施例のブラケットを上側の緊結ホルダーに装着した状態の仮設足場の側面図。The side view of the temporary scaffold of the state which mounted | wore the upper binding holder with the bracket of the same Example. 同じ実施例のブラケットを下側の緊結ホルダーに装着した状態の仮設足場の側面図。The side view of the temporary scaffold of the state which mounted | wore the lower binding holder with the bracket of the same Example. (a)は移動筒が最も低い位置に配置された状態の正面図、(b)は移動筒が最も高い位置に配置された状態の正面図。(A) is a front view of a state in which the movable cylinder is disposed at the lowest position, and (b) is a front view of a state in which the movable cylinder is disposed at the highest position. 同じ実施例のブラケットが取り付けられた仮設足場の斜視図。The perspective view of the temporary scaffold with which the bracket of the same Example was attached. (a)は移動筒が下部位置に切り換えられた状態を示す側面図、(b)は(a)の状態から移動筒を上動させた状態を示す側面図、(c)は(b)の状態から移動筒を回動させた状態を示す側面図、(d)は(c)の状態から移動筒を下動させた状態を示す側面図。(A) is a side view showing a state where the moving cylinder is switched to the lower position, (b) is a side view showing a state where the moving cylinder is moved up from the state of (a), and (c) is a state of (b). The side view which shows the state which rotated the movable cylinder from the state, (d) is a side view which shows the state which moved the movable cylinder downward from the state of (c). 従来のブラケットが取り付けられた仮設足場周辺の側面図。The side view of the temporary scaffold periphery to which the conventional bracket was attached. (a)及び(b)は従来のブラケットにおける支柱パイプの外嵌方法を説明する説明図。(A) And (b) is explanatory drawing explaining the external fitting method of the support | pillar pipe in the conventional bracket.

符号の説明Explanation of symbols

11…仮設足場、13…鋼管本体としての手すりパイプ、14…蓋部材としての補強キャップ、21…張り出し材としての水平材、22…外装筒としての筒部、27…ほぞ部材としての移動筒、28…支承部としてのリング、50…支柱パイプ、52…連結ほぞ、55…第1の緊結ホルダー、56…第2の緊結ホルダー、29,57…連結孔   DESCRIPTION OF SYMBOLS 11 ... Temporary scaffolding, 13 ... Handrail pipe as a steel pipe main body, 14 ... Reinforcement cap as a lid member, 21 ... Horizontal material as a projecting material, 22 ... Tube part as an exterior cylinder, 27 ... Moving cylinder as a tenon member, 28 ... Ring as a support part, 50 ... Post pipe, 52 ... Connection tenon, 55 ... First tightening holder, 56 ... Second tightening holder, 29, 57 ... Connection hole

Claims (4)

180度対向する位置に形成される第1の緊結ホルダーと、同第1の緊結ホルダーと垂直方向に略上下幅分ずれるととともに周方向に90度ずれた位置に形成される第2の緊結ホルダーとを外周に備え、複数本を直列に連結する際に上向きに配置された連結ほぞに対してパイプ下端側の挿入部を外嵌させ同連結ほぞ及び挿入部の重複する連結孔間に係止部材を横貫させるようにして支柱を構築する仮設足場用の支柱パイプであって、同支柱パイプを建物の外壁に沿って上方へ複数本連結する際に建物の外壁よりも外方へ張り出した突出部を避けて同支柱パイプをさらに上方へ連結するために用いられる仮設足場用のブラケットにおいて、
前記第1又は第2の緊結ホルダーに対して片持ち梁状に支持される外方に張り出す張り出し材と、同張り出し材に着設される外装筒と、同外装筒内に遊嵌され上下動可能なほぞ部材とを備え、
同ほぞ部材の側面にはその上方から前記支柱パイプの挿入部が外嵌される際に外嵌される同支柱パイプを支承する支承部と、前記挿入部側の連結孔と重複する連結孔と、同外装筒に対して同ほぞ部材を下方側の第1の回転位置と上方側の第2の回転位置でそれぞれ保持可能とするための位置保持手段とが設けられ、同第1の回転位置と同第2の回転位置との上下間隔が前記第1又は第2の緊結ホルダーの略上下幅分のずれと一致するとともに同第1の回転位置と同第2の回転位置との位相が90度ずれていることを特徴とする仮設足場用のブラケット。
A first binding holder formed at a position opposed to 180 degrees, and a second binding holder formed at a position shifted by 90 degrees in the circumferential direction while being shifted by substantially the vertical width of the first binding holder in the vertical direction. The outer end of the pipe is externally fitted to a connecting tenon arranged upward when connecting a plurality of pipes in series, and locked between the connecting tenon and the overlapping connecting hole of the inserting part. A support pipe for a temporary scaffold that builds up a support so as to pass through the members, and protrudes outward from the outer wall of the building when connecting a plurality of the support pipes upward along the outer wall of the building In the bracket for temporary scaffolding used to connect the support pipe further upward avoiding the part,
An outwardly projecting material that is supported in a cantilevered manner with respect to the first or second binding holder, an outer tube that is attached to the projecting material, and a loosely fitted upper and lower portion within the outer tube A movable tenon member,
On the side surface of the tenon member, a support part that supports the support pipe that is externally fitted when the insertion part of the support pipe is externally fitted from above, a connection hole that overlaps the connection hole on the insertion part side, And a position holding means for allowing the tenon member to be held at the lower first rotation position and the upper second rotation position, respectively, with respect to the outer cylinder. And the second rotational position coincide with the deviation of the vertical width of the first or second binding holder, and the phase between the first rotational position and the second rotational position is 90. Bracket for temporary scaffolding, characterized by being misaligned.
前記ほぞ部材は第1及び第2の回転位置では周方向の回動が規制されていることを特徴とする請求項1に記載の仮設足場用のブラケット。 The bracket for a temporary scaffold according to claim 1, wherein the tenon member is restricted from rotating in the circumferential direction at the first and second rotational positions. 前記位置保持手段は、前記外装筒の周壁に形成された略逆L字状をなすガイド孔と、該ガイド孔の内側に配置されるようにほぞの周面上に突設されたガイドピンとから構成されていることを特徴とする請求項1又は2に記載の仮設足場用のブラケット。 The position holding means includes a substantially inverted L-shaped guide hole formed in the peripheral wall of the exterior cylinder, and a guide pin protruding on the peripheral surface of the tenon so as to be disposed inside the guide hole. It is comprised, The bracket for temporary scaffolds of Claim 1 or 2 characterized by the above-mentioned. 前記支承部は前記ほぞ部材の前記外装筒からの下方への脱落を防止する脱落防止部材を兼ねていることを特徴とする請求項1〜3のいずれかに記載の仮設足場用のブラケット。 The bracket for a temporary scaffold according to any one of claims 1 to 3, wherein the support portion also serves as a drop-off preventing member that prevents the tenon member from dropping off from the exterior cylinder.
JP2007104504A 2007-04-12 2007-04-12 Bracket for temporary scaffold Active JP4934483B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007104504A JP4934483B2 (en) 2007-04-12 2007-04-12 Bracket for temporary scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007104504A JP4934483B2 (en) 2007-04-12 2007-04-12 Bracket for temporary scaffold

Publications (2)

Publication Number Publication Date
JP2008261150A true JP2008261150A (en) 2008-10-30
JP4934483B2 JP4934483B2 (en) 2012-05-16

Family

ID=39983828

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007104504A Active JP4934483B2 (en) 2007-04-12 2007-04-12 Bracket for temporary scaffold

Country Status (1)

Country Link
JP (1) JP4934483B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011236616A (en) * 2010-05-10 2011-11-24 Heiwa Giken Co Ltd Bracket for temporary scaffold
JP2012036634A (en) * 2010-08-06 2012-02-23 Krh Kk Bracing for temporary scaffolding
JP2016069953A (en) * 2014-09-30 2016-05-09 大和ハウス工業株式会社 Temporary scaffold
JP2017048602A (en) * 2015-09-02 2017-03-09 信和株式会社 Support structure of scaffold horizontal member and scaffold
JP2018145712A (en) * 2017-03-07 2018-09-20 日建リース工業株式会社 Scaffold beam frame

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56129462A (en) * 1980-03-14 1981-10-09 Tech Res & Dev Inst Of Japan Def Agency Synchronizing method in demodulation for frequency pattern modulation wave
JPS59147846A (en) * 1983-02-10 1984-08-24 Toyota Motor Corp Control of idling speed of internal-combustion engine
JP3733303B2 (en) * 2001-08-01 2006-01-11 信和株式会社 Bracket for temporary scaffold

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56129462A (en) * 1980-03-14 1981-10-09 Tech Res & Dev Inst Of Japan Def Agency Synchronizing method in demodulation for frequency pattern modulation wave
JPS59147846A (en) * 1983-02-10 1984-08-24 Toyota Motor Corp Control of idling speed of internal-combustion engine
JP3733303B2 (en) * 2001-08-01 2006-01-11 信和株式会社 Bracket for temporary scaffold

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011236616A (en) * 2010-05-10 2011-11-24 Heiwa Giken Co Ltd Bracket for temporary scaffold
JP2012036634A (en) * 2010-08-06 2012-02-23 Krh Kk Bracing for temporary scaffolding
JP2016069953A (en) * 2014-09-30 2016-05-09 大和ハウス工業株式会社 Temporary scaffold
JP2017048602A (en) * 2015-09-02 2017-03-09 信和株式会社 Support structure of scaffold horizontal member and scaffold
JP2018145712A (en) * 2017-03-07 2018-09-20 日建リース工業株式会社 Scaffold beam frame

Also Published As

Publication number Publication date
JP4934483B2 (en) 2012-05-16

Similar Documents

Publication Publication Date Title
JP4934483B2 (en) Bracket for temporary scaffold
JP6105893B2 (en) Scaffolding handrail
JP6403281B2 (en) Support structure and scaffold of horizontal member in scaffold
JP2013064321A (en) Erection member for temporary structure
JP2010144374A (en) Erection member for temporary structure
JP3851105B2 (en) Construction method of temporary structure and handrail braiding used for this
JP2019194425A (en) Temporary scaffold connection structure
JP2012215033A (en) Presetting handrail
JP2018009350A (en) Preceding handrail
JP2019157531A (en) Support frame and installation method of receiving stage
JP6188287B2 (en) Telescopic tube fixing device
JP2010174557A (en) Assembly structure of reinforcing bars and method of assembly of the same
JP3733303B2 (en) Bracket for temporary scaffold
JP3201716U (en) Temporary scaffolding materials
JP2010127014A (en) Post member for temporary scaffold
JP2019027107A (en) Connection structure of bar and temporary scaffold using connection structure
KR200428160Y1 (en) Column connection support
JP2009185582A (en) Unit and method for mounting pile head reinforcement
JP5308182B2 (en) Tsubaki support device
JP2014031633A (en) Support post structure
JP4944500B2 (en) Column member
KR101779063B1 (en) Clamp for form
JP5128445B2 (en) Column member for temporary scaffold
JP2016156258A (en) Foundation for support
JP2007063805A (en) Positioning fixture and positioning device for column reinforcement

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20091120

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120130

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120203

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120220

R150 Certificate of patent or registration of utility model

Ref document number: 4934483

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150224

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250