JP2008082105A - Support device for vertical gutter - Google Patents

Support device for vertical gutter Download PDF

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JP2008082105A
JP2008082105A JP2006265533A JP2006265533A JP2008082105A JP 2008082105 A JP2008082105 A JP 2008082105A JP 2006265533 A JP2006265533 A JP 2006265533A JP 2006265533 A JP2006265533 A JP 2006265533A JP 2008082105 A JP2008082105 A JP 2008082105A
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bolt
anchor
connecting member
guide rail
support device
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JP4287454B2 (en
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Shigeru Inoue
繁 井上
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Inoue Shoji KK
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Inoue Shoji KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a support device for a vertical gutter excellent in strength and high in working efficiency at site. <P>SOLUTION: A connection member 5 secured to a guide rail 3 formed along the vertical direction of a vertical gutter body 2 and an anchor 6 buried in a building and having a mounting hole formed in the axial direction are connected to each other with a bolt 7. Since the bolt 7 is fixed accessibly to the anchor 6, the distance between a wall 8 and the vertical gutter 1 can be adjusted by adjusting the access amount. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、建物に竪樋を取り付けるための支持装置に関する。   The present invention relates to a support device for attaching a fence to a building.

従来では、竪樋本体にバンドを巻き付けて、バンドを支持板を介して建物の壁に固定することにより、竪樋が建物に取り付けられる。   Conventionally, a bag is attached to a building by winding the band around the bag main body and fixing the band to a building wall via a support plate.

このようにバンドを用いて竪樋を固定する構造であると、竪樋を固定した後、竪樋本体だけを上下に移動させることは困難となり、竪樋本体の位置調整ができない。また、バンドは現場で竪樋本体に取り付けなければならず、位置合わせや取付作業に手間がかかり、施工性が悪い。さらに、竪樋本体の外面にバンドによる凹凸ができるので、ごみが溜まったり、蜘蛛の巣が張られたりして、美観上よくない。   Thus, if it is the structure which fixes a collar using a band, after fixing a collar, it will become difficult to move only a collar body up and down, and the position adjustment of a collar body cannot be performed. In addition, the band must be attached to the bag main body at the site, and it takes time for positioning and attaching work, and the workability is poor. Furthermore, since the outer surface of the cocoon body has irregularities due to the band, dust accumulates and the cobweb is stretched, which is not aesthetically pleasing.

そこで、出願人は、バンドを用いない竪樋について鋭意研究を重ねており、その1つとして特許文献1に記載の発明を完成した。詳しくは、図6及び図7に示すように、竪樋本体2に、上下方向に沿ってガイドレール3を一体的に形成して、ガイドレール3に、連結部材17を差し込む。連結部材17を上下方向に移動させて、支持部材18の位置に合わせ、連結部材17をガイドレール3に固定する。アンカー19に固定された支持部材18に、連結部材17を取り付ける。支持部材18の長孔20は水平方向に長くなっているので、長孔20に対して連結部材17の連結片21の孔22の位置をずらすことにより、支持部材18に対する連結部材17の水平方向の位置を変えることができる。すなわち、壁8に対して連結部材17があたかも伸縮したようになり、竪樋1と壁8との間隔が調整可能となる。
特開2004−76302号公報
Therefore, the applicant has conducted extensive research on a bag that does not use a band, and has completed the invention described in Patent Document 1 as one of them. Specifically, as shown in FIGS. 6 and 7, the guide rail 3 is integrally formed on the heel body 2 along the vertical direction, and the connecting member 17 is inserted into the guide rail 3. The connecting member 17 is moved in the vertical direction to match the position of the support member 18, and the connecting member 17 is fixed to the guide rail 3. The connecting member 17 is attached to the support member 18 fixed to the anchor 19. Since the long hole 20 of the support member 18 is elongated in the horizontal direction, by shifting the position of the hole 22 of the connection piece 21 of the connection member 17 with respect to the long hole 20, the horizontal direction of the connection member 17 with respect to the support member 18. The position of can be changed. That is, the connecting member 17 is expanded and contracted with respect to the wall 8, and the distance between the ridge 1 and the wall 8 can be adjusted.
JP 2004-76302 A

特許文献1によると、連結部材17及び支持部材18の連結部分が板状であるため、レール幅方向への負荷に対する強度が上下方向への負荷に対する強度よりも弱い。また、特許文献1によると、竪樋1を壁8との距離において調節することができるが、さらに、竪樋1をレール幅方向に調節できることが望まれる。   According to Patent Document 1, since the connecting portion of the connecting member 17 and the support member 18 is plate-like, the strength against the load in the rail width direction is weaker than the strength against the load in the vertical direction. Further, according to Patent Document 1, it is possible to adjust the heel 1 with respect to the distance from the wall 8, but it is further desired that the heel 1 can be adjusted in the rail width direction.

そこで、本発明は、上記に鑑み、より強度に優れ、現場における作業効率の良い竪樋の支持装置を提供することを目的とする。   Then, in view of the above, an object of the present invention is to provide a heel support device that is superior in strength and has high work efficiency in the field.

上記目的を達成するため、本発明は、竪樋本体の上下方向に沿って形成されたガイドレールに固定される連結部材と、建物に埋設され、取付孔が軸方向に形成されたアンカーと、連結部材とアンカーとを連結するボルトからなり、ボルトはアンカーへ出入り調整可能に固定されることを特徴とする竪樋の支持装置である。   In order to achieve the above object, the present invention includes a connecting member fixed to a guide rail formed along the vertical direction of the main body, an anchor embedded in a building, and an attachment hole formed in the axial direction, The support device of the scissors includes a bolt for connecting the connecting member and the anchor, and the bolt is fixed to the anchor so as to be adjustable.

連結部材とアンカーとをボルトで連結しているので、上下左右のいずれの方向からの負荷に対しても強度が強い。また、ボルトがアンカーへ出入り調整可能であることにより、ボルトの出入り量(ねじ込み量)によって、竪樋と建物との間隔を容易に調整可能とすることができる。さらにまた、連結部材はガイドレールに上下移動可能に連結されるので、ボルト及びアンカーの高さに合うように、連結部材をレールに沿って上下に移動させることができる。   Since the connecting member and the anchor are connected by bolts, the strength is strong against a load from any of the upper, lower, left and right directions. In addition, since the bolt can be adjusted in and out of the anchor, the distance between the fence and the building can be easily adjusted by the amount of the bolt in and out (screw amount). Furthermore, since the connecting member is connected to the guide rail so as to be movable up and down, the connecting member can be moved up and down along the rail so as to match the height of the bolt and the anchor.

ここで、連結部材は、ガイドレールの内面側に位置する当て板と、外面側に位置する連結板とから構成し、当て板と連結板とでガイドレールのガイド片を挟み込み、両者をボルト等で緩く締めることによって、ガイドレールの任意の位置に固定することができる。また、ボルトを緩めることにより、ガイドレールに沿って上下移動させることができる。   Here, the connecting member is composed of a contact plate located on the inner surface side of the guide rail and a connection plate located on the outer surface side, and the guide plate of the guide rail is sandwiched between the contact plate and the connection plate, both of which are bolts or the like The guide rail can be fixed at an arbitrary position by loosely tightening. Moreover, it can be moved up and down along the guide rail by loosening the bolt.

連結部材にはボルト挿通孔が形成され、ボルト挿通穴にボルトを通し、連結部材をボルト頭部及びナットで挟み込むことにより、連結部材を支持することができる。この構成によると連結作業が容易である。   A bolt insertion hole is formed in the connection member, and the connection member can be supported by passing a bolt through the bolt insertion hole and sandwiching the connection member with a bolt head and a nut. According to this configuration, the connecting work is easy.

また、ボルト挿通孔は、ガイドレールの幅方向に長い長孔状に形成することができる。この構成によると、ボルトに対してレール幅方向に連結部材の位置を調整可能となる。すなわち、ボルトに対して、連結部材に固定された竪樋の位置を左右に微調整することができる。   Further, the bolt insertion hole can be formed in a long hole shape that is long in the width direction of the guide rail. According to this configuration, the position of the connecting member can be adjusted in the rail width direction with respect to the bolt. That is, the position of the collar fixed to the connecting member can be finely adjusted to the left and right with respect to the bolt.

以上の説明から明らかな通り、本発明によると、連結部材とアンカーとをボルトで連結しているので、上下左右のいずれの方向からの負荷に対しても強度が強い。また、現場において、竪樋と建物との間隔や、連結部材を上下に移動することにより竪樋の上下方向の位置を容易に調整することができ、施工性の向上を図れる。   As is clear from the above description, according to the present invention, since the connecting member and the anchor are connected by the bolt, the strength is strong against a load from any of the upper, lower, left and right directions. In addition, on the site, the distance between the fence and the building and the vertical position of the fence can be easily adjusted by moving the connecting member up and down, so that the workability can be improved.

以下、本発明の竪樋の支持装置を図面に基づいて説明する。図1は本実施形態の支持装置の連結構造を示す分解斜視図、図2は本実施形態の支持装置の連結構造を示す平面図、図3は本実施形態の支持装置を用いた竪樋の施工例を示す斜視図、図4は竪樋同士の接続部分の断面図、図5は竪樋の変形例を示す図、図6は従来の支持装置の連結構造を示す分解斜視図、図7は従来の支持装置の連結構造を示す平面図である。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a bag support device according to the present invention will be described with reference to the drawings. FIG. 1 is an exploded perspective view showing the connection structure of the support device of the present embodiment, FIG. 2 is a plan view showing the connection structure of the support device of the present embodiment, and FIG. 3 is a plan view of the bag using the support device of the present embodiment. FIG. 4 is a cross-sectional view of a connection portion between the heels, FIG. 5 is a view showing a modification of the heel, FIG. 6 is an exploded perspective view showing a connection structure of a conventional support device, and FIG. These are top views which show the connection structure of the conventional support apparatus.

竪樋1は、竪樋本体2と、竪樋本体2の上下方向に沿って形成されたガイドレール3とから構成される。竪樋本体2は、アルミニウム製の押出し形材とされ、外周にガイドレール3が一体成型されている。ガイドレール3は、一対のL字状のガイド片3aを対向して配置したものである。竪樋本体2及びガイドレール3の外面および内面には、表面処理によって酸化皮膜が形成され、着色されている。   The scissors 1 are composed of a scissors body 2 and guide rails 3 formed along the vertical direction of the scissors body 2. The eaves body 2 is an extruded shape member made of aluminum, and a guide rail 3 is integrally formed on the outer periphery. The guide rail 3 is configured by arranging a pair of L-shaped guide pieces 3a so as to face each other. An oxide film is formed on the outer surface and inner surface of the bag body 2 and the guide rail 3 by a surface treatment, and is colored.

そして、複数の竪樋1を組み合わせて1つの長尺の竪樋が組み立てられる。竪樋1同士を接続するために、竪樋本体2の下端には、図4に示すように、竪樋本体2の内径とほぼ同じ外径のサヤ管4が形成されている。サヤ管4は、押出し成形後、竪樋本体2の一端を絞ることによって形成される。なお、サヤ管4の部分におけるガイドレール3は切除される。上側の竪樋本体2のサヤ管4を下側の竪樋本体2に差し込むことによって、上下の竪樋1が接続される。このとき、サヤ管4の表面に接着剤を塗布しておけば、しっかりと固定でき、シール性もよくなる。   Then, a single long ridge is assembled by combining a plurality of ridges 1. In order to connect the scissors 1 to each other, a sheath pipe 4 having an outer diameter substantially the same as the inner diameter of the scissors main body 2 is formed at the lower end of the scissors main body 2 as shown in FIG. The sheath tube 4 is formed by squeezing one end of the ridge body 2 after extrusion molding. The guide rail 3 in the portion of the sheath tube 4 is cut off. By inserting the sheath tube 4 of the upper rod body 2 into the lower rod body 2, the upper and lower rods 1 are connected. At this time, if an adhesive is applied to the surface of the sheath tube 4, it can be firmly fixed and the sealing performance is improved.

竪樋の支持装置は、図1及び2に示すように、竪樋本体2のガイドレール3に上下方向に移動可能に取り付けられた連結部材5と、建物に埋設固定されるアンカー6と、連結部材5とアンカー6とを連結するボルト7とから構成される。ガイドレール3がアンカー6を埋め込んだ建物の壁8に対向するように、竪樋本体2の向きが決められる。   As shown in FIGS. 1 and 2, the eaves support device includes a connection member 5 attached to the guide rail 3 of the eaves body 2 so as to be movable in the vertical direction, an anchor 6 embedded and fixed in a building, It is comprised from the volt | bolt 7 which connects the member 5 and the anchor 6. FIG. The orientation of the eaves body 2 is determined so that the guide rail 3 faces the wall 8 of the building in which the anchor 6 is embedded.

連結部材5は、ガイドレール3の内面側に位置する当て板9と、外面側に位置する連結板10とによって構成され、両板9、10がボルト11によって一体的に結合される。   The connecting member 5 is configured by a contact plate 9 positioned on the inner surface side of the guide rail 3 and a connecting plate 10 positioned on the outer surface side, and both the plates 9 and 10 are integrally coupled by bolts 11.

当て板9は、ステンレス鋼製板であって、一対のガイド片3aの間に嵌まり込む大きさとされる。当て板9には、上下にボルト用のねじを切った孔9aが形成されている。なお、ねじを切る代わりにナットを固定してもよい。   The backing plate 9 is a stainless steel plate and is sized to fit between the pair of guide pieces 3a. The contact plate 9 is formed with holes 9a in which bolts are cut up and down. A nut may be fixed instead of cutting the screw.

連結板10はステンレス鋼製で、折曲されて中間部分が段差状に突出し、段差部12が形成されている。段差部12には、ボルト7を挿通するためのボルト挿通孔12aが形成されている。ボルト挿通孔12は、左右方向(レール幅方向)に長い長穴とされ、左右方向におけるボルト7の取付位置を調整可能とされる。なお、ボルト挿通孔12の高さは、ボルト頭部7aの直径よりも小さく設定される。また、段差部12の両側に位置する固定部13には、当て板9のボルト用の孔9aと対向する位置に孔13aが形成される。   The connecting plate 10 is made of stainless steel, and is bent so that an intermediate portion protrudes in a step shape to form a step portion 12. A bolt insertion hole 12 a for inserting the bolt 7 is formed in the stepped portion 12. The bolt insertion hole 12 is a long hole that is long in the left-right direction (rail width direction), and the mounting position of the bolt 7 in the left-right direction can be adjusted. The height of the bolt insertion hole 12 is set smaller than the diameter of the bolt head 7a. Further, holes 13 a are formed in the fixing portions 13 located on both sides of the stepped portion 12 at positions facing the bolt holes 9 a of the backing plate 9.

上記構成の連結板10と当て板9とでガイド片3aを挟み込んだ状態で、両者の孔9a、13aを用いて両者をボルト11で緩く固定することにより、連結部材5が仮組立される。仮組立された連結部材5は、ボルト11が一対のガイド片3aの間に入り込むことにより、ガイドレール3に対して上下に摺動自在となり、連結部材5を任意の位置に移動させることができる。そして、ボルト11をきつく締めることによって、連結部材5をガイドレール3に対して任意の位置で固定することができる。   In a state where the guide piece 3a is sandwiched between the connecting plate 10 and the contact plate 9 having the above-described configuration, the connecting member 5 is temporarily assembled by loosely fixing them with the bolts 11 using the holes 9a and 13a. The temporarily assembled connecting member 5 is slidable up and down with respect to the guide rail 3 when the bolt 11 enters between the pair of guide pieces 3a, and the connecting member 5 can be moved to an arbitrary position. . The connecting member 5 can be fixed to the guide rail 3 at an arbitrary position by tightening the bolt 11.

アンカー6は、取付孔が軸方向に形成された雌型の拡張型アンカーである。取付孔内面にはボルト7を螺合可能なねじ溝が切られている。建物の壁8へは、その一部又は全部を埋設できるが、一部を埋設して、アンカー6の一部を壁面から突出させるように設置するのが好ましい。ボルト7の周囲がアンカー6により覆われるので、よりボルト7の強度を増すことができる。   The anchor 6 is a female expandable anchor having attachment holes formed in the axial direction. A thread groove into which the bolt 7 can be screwed is formed on the inner surface of the mounting hole. Part or all of the wall 8 of the building can be embedded, but it is preferable to embed a part and install the anchor 6 so that a part of the anchor 6 protrudes from the wall surface. Since the periphery of the bolt 7 is covered with the anchor 6, the strength of the bolt 7 can be further increased.

ボルト7は、アンカー6の取付孔にねじ込むことにより、アンカー6に固定される。ボルト7のアンカー6への挿入の程度(出入り量)を調整することにより、壁8と竪樋1との距離を変更することができる。ボルト7の出入りは、固定ナット14により固定される。   The bolt 7 is fixed to the anchor 6 by screwing into the mounting hole of the anchor 6. The distance between the wall 8 and the rod 1 can be changed by adjusting the degree of insertion (in / out) of the bolt 7 into the anchor 6. The entry and exit of the bolt 7 is fixed by a fixing nut 14.

また、ボルト7は、連結板10のボルト挿通孔12に挿通されており、ボルト頭部7aとナット15で挟み込んで締めることにより、連結部材5を支持することができる。このとき、ボルト挿通孔は左右方向に長く形成されているので、ボルト7に対して連結板10の位置を左右にずらすことができ、ボルト7に対する連結部材5、すなわち竪樋1の左右方向の位置を調整することができる。   Further, the bolt 7 is inserted into the bolt insertion hole 12 of the connecting plate 10, and the connecting member 5 can be supported by being clamped between the bolt head 7 a and the nut 15. At this time, since the bolt insertion hole is formed long in the left-right direction, the position of the connecting plate 10 can be shifted to the left and right with respect to the bolt 7, and the connecting member 5 for the bolt 7, that is, the left-right direction of the rod 1. The position can be adjusted.

上記竪樋の施工方法について説明する。まず、ボルト7を連結板10のボルト挿通孔12aに、段差部12の凹側から挿通した後に、連結板10と当て板9とによってガイド片3aを挟み込んだ状態で、両者をボルト11で緩く固定して連結部材5を仮組立する。そして、ボルト7が建物の壁8の所定位置に取り付けられたアンカー6の位置に合うように、連結部材5を上下に移動させる。   The construction method of the above-mentioned fence will be described. First, after the bolt 7 is inserted into the bolt insertion hole 12a of the connecting plate 10 from the concave side of the stepped portion 12, the guide plate 3a is sandwiched between the connecting plate 10 and the contact plate 9, and both are loosened with the bolt 11. The connecting member 5 is temporarily assembled by fixing. And the connection member 5 is moved up and down so that the volt | bolt 7 may match the position of the anchor 6 attached to the predetermined position of the wall 8 of a building.

そして、アンカー6に、ナット15、固定ナット14及び化粧カバー16を介してボルト7をねじ込んだ後、固定ナット14で固定することにより、ボルト7を壁8にセットする。この際、ボルト7のねじ込み量を調整することにより、壁8と竪樋1との距離を調整することができる。ボルト7は、アンカー6との間でねじ嵌合されているので、ねじ山のフリクションが作用し、経年変化でボルト7の出入り量が変化するのを防止することができる。さらに、固定ナット14により出入り量が固定されるので、さらにボルト7の出入り量の変化をなくすことができる。   Then, after the bolt 7 is screwed into the anchor 6 via the nut 15, the fixing nut 14 and the decorative cover 16, the bolt 7 is set on the wall 8 by fixing with the fixing nut 14. At this time, the distance between the wall 8 and the flange 1 can be adjusted by adjusting the screwing amount of the bolt 7. Since the bolt 7 is screw-fitted with the anchor 6, it is possible to prevent the screw 7 friction from acting and the amount of the bolt 7 to go in and out due to secular change. Furthermore, since the amount of entry / exit is fixed by the fixing nut 14, the change in the amount of entry / exit of the bolt 7 can be further eliminated.

次に、連結部材5の上下方向の位置が決まるので、ボルト11を締めて、当て板9と連結板10とによりガイド片3aを挟持し、連結部材5を竪樋本体2に固定する。   Next, since the vertical position of the connecting member 5 is determined, the bolt 11 is tightened, the guide piece 3 a is held between the contact plate 9 and the connecting plate 10, and the connecting member 5 is fixed to the heel body 2.

この後、ボルト挿通孔12aを利用して、連結部材5、すなわち竪樋1を左右方向の位置を調整する。竪樋1が左右方向で所定位置に達すると、ボルト7とナット15とを締め付けて、これらの間に連結部材5の連結板10を挟み込み固定する。これにより、竪樋1の左右方向の位置決めがなされ、竪樋1が建物の壁8に取り付けられる。   Thereafter, the position of the connecting member 5, that is, the flange 1, in the left-right direction is adjusted using the bolt insertion hole 12 a. When the hook 1 reaches a predetermined position in the left-right direction, the bolt 7 and the nut 15 are tightened, and the connecting plate 10 of the connecting member 5 is sandwiched and fixed therebetween. Thereby, the horizontal positioning of the fence 1 is made, and the fence 1 is attached to the wall 8 of the building.

このように、連結部材5がガイドレール3に対して上下に移動可能であると共に、ボルト7に対して左右方向に移動可能であり、さらに、ボルト7のアンカー6へのねじ込み量の調節により壁との距離を調節可能であるので、一旦固定してからでも竪樋1を取り外さずに壁8に対して位置を変えることができ、現場において柔軟な対応を取ることができる。現場において連結部材5の位置あるいは竪樋1の左右位置、壁8との距離の微調整を容易に行える。したがって、取付作業が容易となり、施工性がよくなる。   In this way, the connecting member 5 can move up and down with respect to the guide rail 3 and can move in the left and right direction with respect to the bolt 7, and the wall can be adjusted by adjusting the screwing amount of the bolt 7 into the anchor 6. Since the distance to the wall 8 can be adjusted, the position can be changed with respect to the wall 8 without removing the rod 1 even after being fixed once, and a flexible response can be taken on site. Fine adjustment of the position of the connecting member 5 or the left / right position of the rod 1 and the distance from the wall 8 can be easily performed at the site. Therefore, attachment work becomes easy and workability is improved.

また、ボルト7は、断面円形であり、平板状ないしは帯状のものに比べて、上下左右の負荷に対して均等な強度を保つため、従来の支持装置の連結片に比べて、格段に竪樋の取付強度を向上させることができる。さらに、ボルト7の先端は、これを囲む円筒状のアンカー6に螺合されるので、先端部での強度はさらに強くなる。さらにまた、また、竪樋1の支持バンドをなくすことにより、竪樋1の外周に凹凸ができず、ごみが溜まることはなく、しかも優れた美観が得られる。   In addition, the bolt 7 has a circular cross-section, and in comparison with a flat plate or belt-like one, maintains a uniform strength against loads on the top, bottom, left, and right. The mounting strength can be improved. Furthermore, since the tip of the bolt 7 is screwed into the cylindrical anchor 6 surrounding the bolt 7, the strength at the tip is further increased. Furthermore, by eliminating the support band of the heel 1, the outer periphery of the heel 1 is not uneven, dust does not accumulate, and an excellent aesthetic appearance is obtained.

他の竪樋1の形態として、竪樋本体2の一部を外側に突出させてガイドレールとする代わりに、図5に示すように、竪樋本体2の一部を内側に凹ませて、ガイドレール3としてもよく、外周に沿って一対のガイド片3aが形成される。このようなガイドレール3にすることにより、竪樋本体2の外周に突出物がなくなり、さらに美観がよくなる。   As another form of the kite 1, instead of projecting a part of the kite body 2 outward to form a guide rail, as shown in FIG. 5, a part of the kite body 2 is recessed inward, It is good also as the guide rail 3, and a pair of guide piece 3a is formed along outer periphery. By using such a guide rail 3, there are no protrusions on the outer periphery of the bag main body 2, and the appearance is further improved.

なお、本発明は、上記実施形態に限定されるものではなく、本発明の範囲内で上記実施形態に多くの修正および変更を加え得ることは勿論である。竪樋1の材料としては、耐食性を有する軽金属、合成樹脂を使用できる。このような材料を使用すれば、押出し成形によってガイドレールを一体に形成できるとともに、軽量化でき、取り扱いが容易となり、施工性が向上する。また、押出し成形に限らず、合成樹脂製の場合には、射出成形してもよく、金属製の場合には、鋳造にとって形成してもよい。   In addition, this invention is not limited to the said embodiment, Of course, many corrections and changes can be added to the said embodiment within the scope of the present invention. As the material of 竪 樋 1, light metals and synthetic resins having corrosion resistance can be used. If such a material is used, the guide rail can be integrally formed by extrusion molding, the weight can be reduced, handling becomes easy, and workability is improved. In addition, the present invention is not limited to extrusion molding, and may be formed by injection molding in the case of a synthetic resin, and may be formed by casting in the case of a metal.

本実施形態の支持装置の連結構造を示す分解斜視図The disassembled perspective view which shows the connection structure of the support apparatus of this embodiment 本実施形態の支持装置の連結構造を示す平面図The top view which shows the connection structure of the support apparatus of this embodiment 本実施形態の支持装置を用いた竪樋の施工例を示す斜視図The perspective view which shows the construction example of the scissors using the support apparatus of this embodiment 竪樋同士の接続部分の断面図Cross-sectional view of the connection part between heels 竪樋の変形例を示す図The figure which shows the modification of the cocoon 従来の支持装置の連結構造を示す分解斜視図The exploded perspective view which shows the connection structure of the conventional support device 従来の支持装置の連結構造を示す平面図A plan view showing a connecting structure of a conventional support device

符号の説明Explanation of symbols

1 竪樋
2 竪樋本体
3 ガイドレール
3a ガイド片
4 サヤ管
6 アンカー
7 ボルト
8 壁
9 当て板
10 連結板
12 段差部
12a ボルト挿通孔
13 固定部
14 固定ナット
16 ナット
DESCRIPTION OF SYMBOLS 1 竪 樋 2 竪 樋 Main body 3 Guide rail 3a Guide piece 4 Saya tube 6 Anchor 7 Bolt 8 Wall 9 Contact plate 10 Connecting plate 12 Step portion 12a Bolt insertion hole 13 Fixing portion 14 Fixing nut 16 Nut

Claims (4)

竪樋本体の上下方向に沿って形成されたガイドレールに固定される連結部材と、建物に埋設され、取付孔が軸方向に形成されたアンカーと、前記連結部材とアンカーとを連結するボルトからなり、該ボルトはアンカーへ出入り調整可能に固定されることを特徴とする竪樋の支持装置。 From a connecting member fixed to a guide rail formed along the vertical direction of the main body, an anchor embedded in a building and having an attachment hole formed in the axial direction, and a bolt connecting the connecting member and the anchor And the bolt is fixed to the anchor so as to be adjustable in and out of the anchor. 前記ボルトは、アンカーの取付孔に出入り自在に螺合されることを特徴とする請求項1に記載の支持装置。 The support device according to claim 1, wherein the bolt is screwed into an attachment hole of the anchor so as to freely enter and exit. 前記連結部材にボルト挿通孔が形成され、前記ボルトは、ボルト頭部及びナットで挟み込むことにより連結部材を支持することを特徴とする請求項1又は2に記載の竪樋の支持装置。 3. The scissor support device according to claim 1, wherein a bolt insertion hole is formed in the connection member, and the bolt supports the connection member by being sandwiched between a bolt head and a nut. 前記ボルト挿通孔は、ガイドレールの幅方向に長い長孔状に形成され、ボルトに対してレール幅方向に前記連結部材の位置を調整可能であることを特徴とする請求項3に記載の竪樋の支持装置。 The scissors according to claim 3, wherein the bolt insertion hole is formed in a long hole shape long in the width direction of the guide rail, and the position of the connecting member can be adjusted in the rail width direction with respect to the bolt.支持 Support device.
JP2006265533A 2006-09-28 2006-09-28 Coffin support equipment Active JP4287454B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010024635A (en) * 2008-07-15 2010-02-04 Yoshio Onishi Support fitting for leader
JP2011122362A (en) * 2009-12-11 2011-06-23 Inoue Shoji Kk Support device and method of mounting down pipe on exterior wall
JP2019052419A (en) * 2017-09-12 2019-04-04 トライエンジニアリング株式会社 Processing method of insertion port of gutter

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010024635A (en) * 2008-07-15 2010-02-04 Yoshio Onishi Support fitting for leader
JP2011122362A (en) * 2009-12-11 2011-06-23 Inoue Shoji Kk Support device and method of mounting down pipe on exterior wall
JP2019052419A (en) * 2017-09-12 2019-04-04 トライエンジニアリング株式会社 Processing method of insertion port of gutter

Also Published As

Publication number Publication date
JP4287454B2 (en) 2009-07-01

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