JP2008202213A - Mounting structure of scaffold connector - Google Patents

Mounting structure of scaffold connector Download PDF

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Publication number
JP2008202213A
JP2008202213A JP2007035865A JP2007035865A JP2008202213A JP 2008202213 A JP2008202213 A JP 2008202213A JP 2007035865 A JP2007035865 A JP 2007035865A JP 2007035865 A JP2007035865 A JP 2007035865A JP 2008202213 A JP2008202213 A JP 2008202213A
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alc panel
steel material
base steel
scaffolding
hole
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JP2007035865A
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Japanese (ja)
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Masanori Nakayama
政則 中山
Junji Hironami
純二 広波
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Sumitomo Metal Mining Siporex KK
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Sumitomo Metal Mining Siporex KK
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Priority to JP2007035865A priority Critical patent/JP2008202213A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a mounting structure of a scaffold connector which does not cause breakage in an ALC panel by preventing the inhibition of the free motion of the ALC panel such as rocking and sliding. <P>SOLUTION: This mounting structure of the scaffold connector (7) for an exterior wall which is composed of the ALC panel (1) comprises: a bed steel material (3) for mounting the ALC panel (1) to a building frame (2); a through-hole (3a) which is formed at the vertical plane of the bed steel material (3) in such a manner as to be flush with a horizontal joint portion of the ALC panel (1); and a hexagonal nut (5) which communicates with the through-hole (3a), and is welded to the indoor side of the vertical plane of the bed steel material (3). A male screw (9) which is provided at the tip of an anchor (8) of the scaffold connector (7) is inserted into the through-hole (3a), and screwed into the hexagonal nut (5). <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、ALCパネルからなる外壁用の足場つなぎの取付構造に関する。   The present invention relates to a mounting structure for a scaffolding connection for an outer wall made of an ALC panel.

ALCパネルを用いて、建物の外壁を構築する施工を行う場合、建物の周囲に外部足場を使用するのが一般的である。かかる足場を建物躯体に接続させる場合には、予め単管などを用いて専用のクランプにより取り付けている。しかしながら、壁の施工が進むと、これらの単管を外して、建物躯体に足場つなぎ用の金物を取り付け、足場つなぎを用いて、足場つなぎのアンカー部材を前記金具に螺着して、足場を建物躯体に接続させる必要がある。   When constructing an outer wall of a building using an ALC panel, an external scaffold is generally used around the building. When connecting such a scaffold to a building frame, a single pipe or the like is used to attach the scaffold beforehand. However, as the construction of the wall progresses, these single pipes are removed, the hardware for anchoring the scaffold is attached to the building frame, and the anchor member for anchoring the anchor is screwed onto the bracket using the anchor for anchoring. Must be connected to the building frame.

従来、例えば、図3に示すように、ALCパネル(1)を建物躯体(2)に取り付けるL字アングル(3)などの下地鋼材に、長ナット(4)を溶接し、足場つなぎ(7)のアンカー部(8)の雄ねじ(9)を該長ナット(4)などに螺着させることにより、足場つなぎ(7)を取り付けている。   Conventionally, for example, as shown in FIG. 3, a long nut (4) is welded to a base steel material such as an L-shaped angle (3) for attaching an ALC panel (1) to a building frame (2), and a scaffolding connection (7) The anchor link (7) is attached by screwing the male screw (9) of the anchor portion (8) of the anchor portion (8) onto the long nut (4) or the like.

その他、図4に示す足場つなぎ用の専用金物(10)のほか、特許文献1や特許文献2に示される専用の部材を用いて、足場つなぎを建物躯体に接続させる場合もある。   In addition, in addition to the dedicated hardware (10) for connecting the scaffolds shown in FIG. 4, there is a case where the scaffolding is connected to the building frame using dedicated members shown in Patent Document 1 and Patent Document 2.

これらの長ナットや専用部材の一部は、施工中ないしは施工後に、上下のALCパネルの水平目地部において、ALCパネルの屋内側面よりも屋外側に伸長して存在することになる。挿入筋構法のように、ALCパネルの運動を想定しない場合には、これらが屋外側に突出しても支障はないが、近年ではロッキング構法などのように、ALCパネルの自由な運動を許容する構法が多くなり、ALCパネルの水平目地部に突出し固定されている長ナットなどが、施工中ないしは施工後において、ALCパネルの自由な運動を阻害したり、あるいは、ALCパネルの運動により、ALCパネルを破損させてしまうという問題がある。   Some of these long nuts and dedicated members are present at the horizontal joints of the upper and lower ALC panels, extending from the indoor side of the ALC panel to the outdoor side during or after the construction. When the movement of the ALC panel is not assumed as in the insertion muscle construction method, there is no problem even if they project to the outdoor side, but in recent years, the construction method that allows free movement of the ALC panel, such as the rocking construction method. The long nut that protrudes and is fixed to the horizontal joint of the ALC panel obstructs the free movement of the ALC panel during construction or after construction, or the ALC panel is moved by the movement of the ALC panel. There is a problem of causing damage.

ALCパネルの屋内側面とL字アングルなどの下地鋼材との隙間は、一般的には6mm程度であるため、図5に示すように、かかる隙間に収まるように、高さが該隙間より小さい六角ナットをL字アングルなどの下地鋼材に溶接し、外壁の屋外側から足場つなぎのアンカー部を該六角ナットに固定することが考えられる。しかし、このように薄い六角ナットでは、足場つなぎのアンカー部と六角ナットとのはめあい長さが短く、強度が見込めないことから、安全上の支障があるという問題がある。   Since the gap between the indoor side surface of the ALC panel and the base steel material such as an L-shaped angle is generally about 6 mm, as shown in FIG. 5, the hexagonal height is smaller than the gap so as to fit in the gap. It is conceivable that the nut is welded to a base steel material such as an L-shaped angle, and the anchor portion connecting the scaffolding from the outdoor side of the outer wall is fixed to the hexagon nut. However, such a thin hex nut has a problem that there is a problem in safety because the fitting length between the anchor portion and the hex nut is short and strength cannot be expected.

一方、特許文献3には、建物躯体である梁の垂直面に予め設けられている透孔を利用して、連結ボルトを梁に取り付け、かかる連結ボルトの屋外側に取り付けたナットに足場つなぎを接続することが記載されている。しかし、取付け高さの関係から、ALCパネル間の縦目地を通すことになり、その場合には、ALCパネル間の目地部に孔を空ける必要があるという問題がある。
特開平5−340086号公報 特開平9−67927号公報 特開平9−105230号公報
On the other hand, in Patent Document 3, a connecting bolt is attached to a beam using a through hole provided in advance on a vertical surface of a beam that is a building frame, and a scaffolding link is attached to a nut attached to the outdoor side of the connecting bolt. The connection is described. However, due to the mounting height, vertical joints between the ALC panels are passed, and in that case, there is a problem that it is necessary to make holes in the joints between the ALC panels.
JP-A-5-340086 JP-A-9-67927 JP-A-9-105230

本発明の目的は、施工中および施工後においても、ロッキングやスライドなどのようなALCパネルの自由な運動を妨げず、ALCパネルの破損を生じない足場つなぎの取付構造を提供することである。   An object of the present invention is to provide a scaffolding attachment structure that does not hinder free movement of an ALC panel such as rocking and sliding during construction and after construction and does not cause damage to the ALC panel.

本発明に係る足場つなぎの取付構造は、ALCパネルを建物躯体に取り付けるための下地鋼材と、該下地鋼材の垂直面に、前記ALCパネルの水平目地部と同じ水準で設けられた透孔と、該透孔と連通し、前記下地鋼材の垂直面の屋内側に溶接されたナットを有することを特徴とする。   Scaffolding attachment structure according to the present invention includes a base steel material for attaching an ALC panel to a building frame, and a through-hole provided on the vertical surface of the base steel material at the same level as the horizontal joint of the ALC panel; The nut is communicated with the through hole and welded to the indoor side of the vertical surface of the base steel material.

足場つなぎのアンカー部を当該透孔に挿通し、前記ナットに螺着固定することにより、足場つなぎを建物躯体に接続固定することができる。   The anchor joint can be connected and fixed to the building frame by inserting the anchor portion of the scaffold joint into the through hole and screwing and fixing it to the nut.

この場合、前記下地鋼材の垂直面の屋外側に溶接され、前記ALCパネルと前記下地鋼材の隙間幅よりも小さい高さを有するナットをさらに有することが好ましい。   In this case, it is preferable to further include a nut welded to the outdoor side of the vertical surface of the base steel material and having a height smaller than the gap width between the ALC panel and the base steel material.

また、本発明の別態様にかかる足場つなぎの取付構造は、該足場つなぎがALCパネルの水平目地部に挿入され、かつ、先端に雄ねじ部を有するアンカー部を有し、前記ALCパネルを建物躯体に取り付けるための下地鋼材の垂直面に、前記ALCパネルの水平目地部と同じ水準で透孔が設けられており、前記雄ねじ部が該透孔に挿通され、該雄ねじ部に前記下地鋼材の屋内側よりナットを螺合し、かつ、前記下地鋼材の屋外側より、前記ALCパネルと前記下地鋼材の隙間幅よりも小さい高さを有するナットを螺合し、両ナットが前記下地鋼材の垂直面を挟持することにより、前記足場つなぎを前記下地鋼材に固定していることを特徴とする。なお、かかる場合には、点溶接などにより、両ナットを前記下地鋼材に取り外し可能に固定することが好ましい。   In addition, the attachment structure of the scaffolding connection according to another aspect of the present invention includes an anchor part that is inserted into a horizontal joint part of the ALC panel and has an external thread part at the tip, and the ALC panel is attached to the building frame. A through hole is provided on the vertical surface of the base steel material to be attached to the ALC panel at the same level as the horizontal joint portion of the ALC panel, the male screw portion is inserted into the through hole, and the base steel member is inserted into the male screw portion. A nut is screwed from the inside, and a nut having a height smaller than the gap width between the ALC panel and the base steel material is screwed from the outdoor side of the base steel material, and both nuts are vertical surfaces of the base steel material. The scaffold tether is fixed to the base steel material by sandwiching. In such a case, it is preferable that both nuts are detachably fixed to the base steel material by spot welding or the like.

本発明の足場つなぎの取付構造により、ロッキングやスライドなどのようなALCパネルの自由な運動を妨げないため、施工中および施工後において、ALCパネルの破損を生ずることなく、足場つなぎを用いて、外部足場を建物躯体に接続することができる。   The attachment structure of the scaffolding connection of the present invention does not hinder the free movement of the ALC panel such as rocking or sliding, so that the scaffolding connection is used without causing damage to the ALC panel during and after construction. External scaffolding can be connected to the building frame.

本発明の一実施例について、図面を参照して説明する。   An embodiment of the present invention will be described with reference to the drawings.

図1は、本発明の足場つなぎの取付構造の一実施例を示す斜視図である。上段のALCパネルは、説明のために、図示を省略している。   FIG. 1 is a perspective view showing an embodiment of a scaffolding attachment structure of the present invention. The upper ALC panel is not shown for explanation.

本発明の足場つなぎの取付構造は、ALCパネル(1)を建物躯体である梁(2)に取り付けるための下地鋼材であるL字アングル(3)と、L字アングル(3)の垂直面に、ALCパネル(1)の水平目地部と同じ水準で設けられた透孔(3a)と、該透孔(3a)と連通し、L字アングル(3)の垂直面の屋内側に溶接された六角ナット(5)を有する。   The attachment structure of the scaffolding tie of the present invention has an L-shaped angle (3) which is a base steel material for attaching the ALC panel (1) to a beam (2) which is a building frame, and a vertical surface of the L-shaped angle (3). , A through hole (3a) provided at the same level as the horizontal joint of the ALC panel (1), communicated with the through hole (3a), and welded to the indoor side of the vertical surface of the L-shaped angle (3) Has a hex nut (5).

当該透孔(3a)は、ALCパネル(1)の水平目地部と同じ水準に設けられればよく、一般的にはL字アングル(3)などの下地鋼材に設ける。透孔(3a)の大きさは、足場つなぎ(7)のアンカー部(8)が挿通可能であり、かつ、六角ナット(5)を該透孔の周囲に溶接により固定しうる大きさであればよい。また、六角ナット(5)は足場つなぎ(7)を下地鋼材に確実に固定しうる高さ(軸方向の長さ)を備えていればよく、高さは10mm以上あることが好ましい。また、長ナットや袋ナットを用いてもよい。   The said through-hole (3a) should just be provided in the same level as the horizontal joint part of ALC panel (1), and is generally provided in base steel materials, such as L-shaped angle (3). The size of the through hole (3a) is such that the anchor portion (8) of the scaffolding joint (7) can be inserted and the hexagon nut (5) can be fixed around the through hole by welding. That's fine. Moreover, the hexagon nut (5) should just be provided with the height (length of an axial direction) which can fix a scaffolding joint (7) to base steel material reliably, and it is preferable that height is 10 mm or more. Long nuts and cap nuts may also be used.

足場つなぎ(7)のアンカー部(8)の雄ねじ部(9)を透孔(3a)に挿通させ、さらに該雄ねじ部(9)を六角ナット(5)に螺着させることにより、足場つなぎ(7)をL字アングル(3)に固定することができる。   By inserting the male screw part (9) of the anchor part (8) of the scaffolding joint (7) through the through hole (3a) and screwing the male screw part (9) to the hexagon nut (5), 7) can be fixed to the L-shaped angle (3).

図2は、本発明の足場つなぎの取付構造の異なる実施例を示す斜視図である。上段のALCパネルは、説明のために、図示を省略している。   FIG. 2 is a perspective view showing another embodiment of the attachment structure of the scaffolding connection according to the present invention. The upper ALC panel is not shown for explanation.

図2に示した一実施例は、六角ナットに代えて、袋ナット(6)を使用したことと、足場つなぎ(7)のアンカー部(8)の先端の雄ねじ部(9)に、屋外側からL字アングル(3)に固定する六角ナット(5)を有すること以外は、図1に示した実施例と同様である。なお、かかる場合、該六角ナット(5)の高さは、ALCパネル(1)とL字アングル(3)との隙間幅よりも小さくする必要がある。   In the embodiment shown in FIG. 2, the cap nut (6) is used in place of the hexagon nut, and the male threaded portion (9) at the tip of the anchor portion (8) of the scaffolding joint (7) 1 except that it has a hex nut (5) to be fixed to the L-shaped angle (3). In such a case, the height of the hexagon nut (5) needs to be smaller than the gap width between the ALC panel (1) and the L-shaped angle (3).

なお、場合によっては、六角ナット(5)と袋ナット(6)をL字アングル(3)に溶接により完全に固定することなく、六角ナット(5)と袋ナット(6)を屋内側と屋外側の両方から、L字アングル(3)の垂直面を挟み込むようにして、足場つなぎ(7)のアンカー部(8)をL字アングル(3)に対して固定してもよい。さらに、この場合、六角ナット(5)と袋ナット(6)を点溶接などの手段により、L字アングル(3)に接合させることが望ましい。   In some cases, the hex nut (5) and the cap nut (6) are not fixed to the L-shaped angle (3) by welding. The anchor portion (8) of the scaffolding joint (7) may be fixed to the L-shaped angle (3) by sandwiching the vertical surface of the L-shaped angle (3) from both outside. Further, in this case, it is desirable to join the hexagon nut (5) and the cap nut (6) to the L-shaped angle (3) by means such as spot welding.

以下に、本発明の足場つなぎを取り付ける方法について、図2を参照にして説明する。   Hereinafter, a method of attaching the scaffolding of the present invention will be described with reference to FIG.

ALCパネル(1)の施工前に、下段のALCパネル(1)の上面であり、水平目地部となる所定の位置に、図示しないパンチャーなどの工具を用いて、足場つなぎ(7)のアンカー部(8)の先端にある雄ねじ部(9)よりもやや大きめの透穴(3a)を開け、L字アングル(3)の屋内側に、袋ナット(6)を溶接する。その後、上段のALCパネル(1)を、L字アングル(3)に取り付けられた図示しない自重受け金具などに載せる。   Prior to the construction of the ALC panel (1), the anchor part of the scaffolding joint (7) on the upper surface of the lower ALC panel (1) and using a tool such as a puncher (not shown) at a predetermined position serving as a horizontal joint. A through hole (3a) slightly larger than the male screw portion (9) at the tip of (8) is opened, and a cap nut (6) is welded to the indoor side of the L-shaped angle (3). Thereafter, the upper ALC panel (1) is placed on a weight receiving metal fitting (not shown) attached to the L-shaped angle (3).

その後、水平目地部にあたる上下のALCパネル(1)の間隙を通して、屋外側から足場つなぎ(7)の先端の雄ネジ(9)を挿入し、六角ナット(5)を回し入れた後、袋ナット(6)に回し入れて、足場つなぎ(7)の軸方向寸法を調整してから、六角ナット(5)を締めて、固定する。   Then, through the gap between the upper and lower ALC panels (1) corresponding to the horizontal joint, insert the male screw (9) at the tip of the scaffolding joint (7) from the outside, turn the hexagon nut (5), and then turn the cap nut Turn it into (6) and adjust the axial dimension of the scaffolding joint (7), then tighten and fix the hexagon nut (5).

足場つなぎ(7)が不要になった時点で、屋外側から足場つなぎ(7)を反対方向に回して、六角ナット(5)および袋ナット(6)から足場つなぎ(7)を外して撤去する。   When the scaffolding joint (7) is no longer needed, turn the scaffolding joint (7) in the opposite direction from the outside to remove the scaffolding joint (7) from the hexagon nut (5) and cap nut (6) and remove. .

足場つなぎを除去した後には、パネル間目地に打設されたシーリング材に孔が空いた状態となり、防水上、好ましくなく、既に打設されたシーリング材と同じ材質のシーリング材で孔を塞ぎ、また、必要に応じて仕上げ塗材を塗る。   After removing the scaffolding, the sealing material placed in the joint between the panels has a hole in the hole, which is not preferable for waterproofing, and is closed with a sealing material of the same material as the already placed sealing material, If necessary, apply a finish coating material.

以上のように、本発明により、容易に取り付けることができ、かつ、容易に取り外すことができ、施工中ないし施工後においても、ALCパネルの自由な運動を妨げることのない足場つなぎの取付構造が得られる。   As described above, according to the present invention, there is provided a structure for attaching a scaffolding that can be easily attached and can be easily removed, and that does not prevent free movement of the ALC panel even during or after construction. can get.

本発明の足場つなぎの取付構造の一実施例を示す斜視図である。It is a perspective view which shows one Example of the attachment structure of the scaffold connection of this invention. 本発明の足場つなぎの取付構造の異なる実施例を示す斜視図である。It is a perspective view which shows the Example from which the attachment structure of the scaffolding connection of this invention differs. 従来の足場つなぎの取付構造を示す斜視図である。It is a perspective view which shows the attachment structure of the conventional scaffold connection. 従来の足場つなぎ用の専用金物を示す斜視図である。It is a perspective view which shows the exclusive hardware for the conventional scaffold connection. 従来の足場つなぎの取付構造を示す斜視図である。It is a perspective view which shows the attachment structure of the conventional scaffold connection.

符号の説明Explanation of symbols

1 ALCパネル
2 建築物躯体
3 鋼材
3a 透孔
4 長ナット
5 六角ナット
6 袋ナット
7 足場つなぎ
8 アンカー部
9 雄ねじ
10 専用金物
DESCRIPTION OF SYMBOLS 1 ALC panel 2 Building frame 3 Steel 3a Through-hole 4 Long nut 5 Hexagon nut 6 Cap nut 7 Scaffold tether 8 Anchor part 9 Male screw 10 Dedicated hardware

Claims (3)

ALCパネルからなる外壁用の足場つなぎの取付構造において、前記ALCパネルを建物躯体に取り付けるための下地鋼材と、該下地鋼材の垂直面に、前記ALCパネルの水平目地部と同じ水準で設けられた透孔と、該透孔と連通し、前記下地鋼材の垂直面の屋内側に溶接されたナットを有することを特徴とする足場つなぎの取付構造。   In the attachment structure of the scaffolding joint for the outer wall composed of the ALC panel, the base steel material for mounting the ALC panel to the building frame and the vertical surface of the base steel material are provided at the same level as the horizontal joint of the ALC panel. An attachment structure for connecting a scaffold, comprising: a through hole; and a nut that communicates with the through hole and is welded to an indoor side of a vertical surface of the base steel material. 前記下地鋼材の垂直面の屋外側に溶接され、前記ALCパネルと前記下地鋼材の隙間幅よりも小さい高さを有するナットをさらに有することを特徴とする請求項1に記載の足場つなぎの取付構造。   The attachment structure for a scaffolding joint according to claim 1, further comprising a nut welded to an outdoor side of a vertical surface of the base steel material and having a height smaller than a gap width between the ALC panel and the base steel material. . ALCパネルからなる外壁用の足場つなぎの取付構造において、該足場つなぎは前記ALCパネルの水平目地部に挿入され、かつ、先端に雄ねじ部を有するアンカー部を有し、前記ALCパネルを建物躯体に取り付けるための下地鋼材の垂直面に、前記ALCパネルの水平目地部と同じ水準で透孔が設けられており、前記雄ねじ部が該透孔に挿通され、該雄ねじ部に前記下地鋼材の屋内側よりナットを螺合し、かつ、前記下地鋼材の屋外側より、前記ALCパネルと前記下地鋼材の隙間幅よりも小さい高さを有するナットを螺合し、両ナットが前記下地鋼材の垂直面を挟持することにより、前記足場つなぎを前記下地鋼材に固定している足場つなぎの取付構造。   In the attachment structure of a scaffolding joint for an outer wall made of an ALC panel, the scaffolding joint is inserted into a horizontal joint portion of the ALC panel and has an anchor part having a male screw part at a tip, and the ALC panel is used as a building frame. A through-hole is provided on the vertical surface of the base steel material to be mounted at the same level as the horizontal joint of the ALC panel, the male screw portion is inserted into the through-hole, and the male screw portion is inserted into the indoor side of the base steel material. A nut is screwed together, and a nut having a height smaller than the gap width between the ALC panel and the base steel material is screwed from the outdoor side of the base steel material, and both nuts are perpendicular to the base steel material. An attachment structure of a scaffolding tie that fixes the scaffolding tie to the base steel material by pinching.
JP2007035865A 2007-02-16 2007-02-16 Mounting structure of scaffold connector Pending JP2008202213A (en)

Priority Applications (1)

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JP2007035865A JP2008202213A (en) 2007-02-16 2007-02-16 Mounting structure of scaffold connector

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JP2007035865A JP2008202213A (en) 2007-02-16 2007-02-16 Mounting structure of scaffold connector

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JP2008202213A true JP2008202213A (en) 2008-09-04

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JP2007035865A Pending JP2008202213A (en) 2007-02-16 2007-02-16 Mounting structure of scaffold connector

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020070613A (en) * 2018-10-31 2020-05-07 旭化成ホームズ株式会社 Exterior wall panel joint structure and building
JP2020070614A (en) * 2018-10-31 2020-05-07 旭化成ホームズ株式会社 Exterior wall panel joint structure and building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020070613A (en) * 2018-10-31 2020-05-07 旭化成ホームズ株式会社 Exterior wall panel joint structure and building
JP2020070614A (en) * 2018-10-31 2020-05-07 旭化成ホームズ株式会社 Exterior wall panel joint structure and building
JP7160634B2 (en) 2018-10-31 2022-10-25 旭化成ホームズ株式会社 Joint structure of outer wall slab and building
JP7176928B2 (en) 2018-10-31 2022-11-22 旭化成ホームズ株式会社 Joint structure of outer wall slab and building

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