JP5212816B2 - Downspout - Google Patents

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JP5212816B2
JP5212816B2 JP2008286053A JP2008286053A JP5212816B2 JP 5212816 B2 JP5212816 B2 JP 5212816B2 JP 2008286053 A JP2008286053 A JP 2008286053A JP 2008286053 A JP2008286053 A JP 2008286053A JP 5212816 B2 JP5212816 B2 JP 5212816B2
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support
fulcrum
shape
main body
downspout
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JP2010112084A (en
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直彦 川上
昌二 岡田
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株式会社タニタハウジングウェア
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本発明は、建物の壁に固定した支持具に縦樋本体を連結具で連結して壁に取り付ける縦樋に関する。   The present invention relates to a vertical gutter attached to a wall by connecting a vertical gutter body to a support fixture fixed to a wall of a building with a coupling tool.

従来、この種の縦樋は、例えば図20に示すように、建物の壁wに取り付ける長尺な円筒状の縦樋本体tと、壁wの高さ方向に間隔を置いて固設して縦樋本体tを支持する支持部材sと、支持部材sに縦樋本体tを連結する連結部材jと、連結部材jを覆うカバーcを備え、連結部材jで縦樋本体tを支持部材sに連結して壁wに取り付ける構造になっている(特許文献1参照)。   Conventionally, for example, as shown in FIG. 20, this type of vertical gutter is fixed to a long cylindrical vertical gutter body t to be attached to a wall w of a building and spaced in the height direction of the wall w. A support member s that supports the downspout main body t, a connecting member j that connects the downspout main body t to the support member s, and a cover c that covers the connecting member j. The connecting member j supports the downspout main body t with the support member s. To be attached to the wall w (see Patent Document 1).

そのため、従来の図示縦樋は、特に、縦樋本体tに外周面から径方向外向きに突出する支持部1を長さ方向に形成している。支持部1は、外周面から外方に向けて末広がる断面三角形の凸状に形成している。一方、支持部材sは、コンクリート製の壁wに打ち込む円筒状アンカーaと、ボルト挿通用に長穴2aをあけた羽板部2bおよびねじ軸部2cとからなる羽子板状の支持アーム2を備え、ねじ軸部2cをアンカーaに捩じ込んで羽板部2bを壁面から突出させた状態で壁wに固設している。他方で、連結部材jは、連結片3で連結した第1の挟み板4と第2の挟み板5を備え、第1の挟み板4には、複数の矩形長穴からなるボルト穴4aを設け、ボルト穴4aに、それぞれ穴縁にボルト頭部を掛けて結合用ボルトb1と挟持用ボルトb2を係入し、第2の挟み板5には、ボルトb1・b2と対応する位置に同様な矩形長穴からなる複数のボルト穴5aを設けると共に連結片3側と反対の端部に接続片6を付設し、両挟み板4・5の片側側縁には挟み片7a・7aを付設した構造になっている。   For this reason, the conventional vertical gutter shown in FIG. 1 has, in particular, a support portion 1 that protrudes radially outward from the outer peripheral surface of the vertical gutter body t in the length direction. The support portion 1 is formed in a convex shape having a triangular cross section that spreads outward from the outer peripheral surface. On the other hand, the support member s is provided with a support arm 2 in the form of a wing plate comprising a cylindrical anchor a driven into a concrete wall w, a wing plate portion 2b having a long hole 2a for inserting a bolt, and a screw shaft portion 2c. The screw shaft portion 2c is screwed into the anchor a, and the wing plate portion 2b is fixed to the wall w in a state of protruding from the wall surface. On the other hand, the connecting member j includes a first sandwiching plate 4 and a second sandwiching plate 5 that are coupled by the coupling piece 3, and the first sandwiching plate 4 has bolt holes 4 a formed of a plurality of rectangular long holes. The coupling bolt b1 and the clamping bolt b2 are engaged with the bolt holes 4a with the bolt heads hung on the hole edges, respectively, and the second clamping plate 5 is similar to the positions corresponding to the bolts b1 and b2. A plurality of bolt holes 5a composed of rectangular long holes are provided, a connecting piece 6 is provided at the end opposite to the connecting piece 3 side, and sandwiching pieces 7a and 7a are provided at one side edge of both sandwiching plates 4 and 5. It has a structure.

そこで、連結部材jを用いて縦樋本体tを支持部材sに連結して壁wに取り付ける場合は、壁w側に支持部1を向けて縦樋本体tを配置する一方、壁wから突出する支持アーム2上に、フラットな展開状態の連結部材jを配置してから、連結片3を折り曲げて第1および第2挟み板4・5間に支持アーム2を挟んで、挟み片7a・7aで縦樋本体tの支持部1を挟み込み、更に結合用ボルトb1と挟持用ボルトb2を第2の挟み板5のボルト穴5aに通してから、接続片6を第1の挟み板4側に折り返し、次いで、ボルトb1・b2のねじ先端にナット8を締め込んで支持アーム2に縦樋本体tの支持部1を締結する。しかる後、壁面に取り付けたガイドレール9にカバーcを係合させて連結部材jに被せ、剥き出しの連結部材jをカバーcで覆って縦樋本体tを支持部材sに連結部材jで連結して壁wに取り付けるようになっている。   Therefore, when connecting the vertical gutter main body t to the support member s using the connecting member j and attaching it to the wall w, the vertical gutter main body t is arranged with the support portion 1 facing the wall w side, while protruding from the wall w. The connecting member j in a flat unfolded state is disposed on the supporting arm 2 to be bent, the connecting piece 3 is bent, and the supporting arm 2 is sandwiched between the first and second sandwiching plates 4 and 5, and the sandwiching piece 7a 7a, the support portion 1 of the vertical rod main body t is sandwiched, and the coupling bolt b1 and the clamping bolt b2 are passed through the bolt hole 5a of the second sandwiching plate 5, and then the connecting piece 6 is connected to the first sandwiching plate 4 side. Next, the nut 8 is fastened to the screw tips of the bolts b1 and b2, and the support portion 1 of the vertical rod main body t is fastened to the support arm 2. After that, the cover c is engaged with the guide rail 9 attached to the wall surface to cover the connecting member j, the exposed connecting member j is covered with the cover c, and the vertical rod body t is connected to the support member s with the connecting member j. It is designed to be attached to the wall w.

従って、従来の図示縦樋では、支持部材sの固定位置において、第1および第2挟み板4・5間に支持アーム2を挟んで連結部材jを支持部材sに締結し、これにより、連結部材jの挟み片7a・7aで縦樋本体tの凸状支持部1を両側方から挟持して縦樋本体tを支持部材sに連結する構造であるため、各支持部材sの固定位置に向けて連結部材jを移動させる位置決め作業を行う必要がなく、連結部材jは、支持部材sの固定位置で支持アーム2に直接取り付けることができるようになっている。
特開2007−205007号公報
Therefore, in the conventional vertical shaft shown in the figure, the connecting member j is fastened to the supporting member s by sandwiching the supporting arm 2 between the first and second sandwiching plates 4 and 5 at the fixing position of the supporting member s. Since the projecting support portion 1 of the vertical rod main body t is clamped from both sides by the pinching pieces 7a and 7a of the member j, the vertical rod main body t is connected to the support member s. There is no need to perform a positioning operation to move the connecting member j toward the connecting member j, and the connecting member j can be directly attached to the support arm 2 at the fixed position of the support member s.
JP 2007-205007 A

ところが、従来の図示縦樋では、連結部材jが、それぞれ複数のボルト穴4a・5aを設ける第1の挟み板4および第2挟み板5と、それらを連結する連結片3と、第1の挟み板4に付設した複数のボルトb1・b2と、支持部1を挟持する挟持片7a・7aなど、多数の構成部品からなる複雑な構造であり、従って、連結部材jを組み立てて支持部材sの支持アーム2に挟着した状態では、複数のナット8の他に、構成部品の多数の穴やねじ部や板材のエッジや固定用のリベット等が凸凹状態でむき出しになり、これでは、建物の美観を阻害されることから、当然、連結部材jを覆うカバーcとその取付用ガイドレール9も、構成部品として欠かせず、その結果、全体に部品点数が多くなり、それだけコスト高になるという課題があった。   However, in the conventional vertical shaft shown in the figure, the connecting member j includes the first sandwiching plate 4 and the second sandwiching plate 5 provided with a plurality of bolt holes 4a and 5a, the connecting piece 3 connecting them, and the first It has a complicated structure consisting of a number of components such as a plurality of bolts b1 and b2 attached to the sandwiching plate 4 and sandwiching pieces 7a and 7a for sandwiching the support portion 1. Therefore, the connecting member j is assembled to the support member s. In addition to the plurality of nuts 8, in addition to the plurality of nuts 8, a large number of holes, screw parts, plate material edges, fixing rivets, etc. of the component parts are exposed in an uneven state. Therefore, the cover c covering the connecting member j and the guide rail 9 for mounting the same are indispensable as components, and as a result, the number of parts increases as a whole, and the cost increases accordingly. There was a problem.

しかも、従来の図示縦樋よれば、連結部材jを支持部材sの支持アーム2に取り付けるとき、ただ単にボルトとナットで締め込んで連結部材jを支持アーム2に締結するだけではなく、取付現場で、フラットに展開状態の連結部材jを支持アーム2上にいったん配置してから、連結片3を折り曲げて、第1および第2挟み板4・5間に支持アーム2を挟み込み、ボルトb1・b2を第2の挟み板5のボルト穴5aに通し、次いで、接続片6を折り返してから、ボルトb1・b2のねじ先端にナット8を締め込んで連結部材jを支持部材sに締結し後、更に、ガイドレール9にカバーcを係合させて連結部材jに被せるなど多数の工程を経て連結部材jを組み立てながら、支持アーム2に取り付ける必要があるため、連結部材jで縦樋本体tを支持部材sに連結して壁wに取り付ける一連の作業がとても面倒で、その結果、手間と時間がかかって取付作業性が悪いという課題があった。   Moreover, according to the conventional illustrated vertical shaft, when the connecting member j is attached to the support arm 2 of the support member s, the connecting member j is not simply fastened with bolts and nuts to fasten the connecting member j to the support arm 2, but the installation site. Then, the connecting member j in a flatly expanded state is once arranged on the support arm 2, and then the connecting piece 3 is bent to sandwich the support arm 2 between the first and second sandwiching plates 4, 5, and the bolt b 1. After b2 is passed through the bolt hole 5a of the second sandwiching plate 5, the connection piece 6 is folded back, and then the nut 8 is tightened to the screw tip of the bolts b1 and b2 to fasten the connecting member j to the support member s. Further, since the connecting member j needs to be attached to the support arm 2 while assembling the connecting member j through a number of processes such as engaging the cover c with the guide rail 9 and covering the connecting member j, the vertical member body t is connected with the connecting member j. The Support member s linked is very troublesome series of operations for attaching to a wall w and the, resulting in a problem of poor mounting workability time and effort it takes to.

加えて、従来の図示縦樋では、ボルトb1・b2にナット8を締め込んで連結部材jの第1および第2挟み板4・5間に支持アーム2を挟み付け、その挟み付け力に基づいて縦樋本体tの凸状支持部1を挟み片7a・7aで両側方から挟持するが、凸状支持部1の1点を掴むように挟持するに留まるので、縦樋本体tの壁wに対する取付強度に欠けるおそれがある。そのため、従来の縦樋では、各固定位置において、連結部材jに対し支持部材sの支持アーム2を高さ方向上下に2本ずつ突設する一方、連結部材jは、図中縦長な矩形状に形成して挟み片7a・7aで支持部1を掴む挟持部7の長さを長くして取付強度を補強している。しかし、これでは、支持部材sのアンカーaや支持アーム2が多くなる数だけ部品点数が大幅に増加し、また、連結部材sが大判になる分だけコスト高になるという課題もあった。   In addition, in the conventional vertical shaft shown in the figure, the support arm 2 is sandwiched between the first and second sandwiching plates 4 and 5 of the connecting member j by tightening the nut 8 into the bolts b1 and b2, and based on the sandwiching force. Thus, the convex support portion 1 of the vertical rod main body t is sandwiched between the both sides by the pieces 7a and 7a. However, since it is held so as to grasp one point of the convex support portion 1, the wall w of the vertical rod main body t There is a risk of lack of mounting strength. Therefore, in the conventional vertical rod, at each fixed position, two support arms 2 of the support member s protrude upward and downward in the height direction with respect to the connection member j, while the connection member j has a vertically long rectangular shape in the figure. The attachment strength is reinforced by increasing the length of the sandwiching portion 7 that is formed to hold the support portion 1 with the sandwiching pieces 7a and 7a. However, this increases the number of parts by the number of anchors a and support arms 2 of the support member s, and increases the cost of the connecting member s.

本発明の目的は、縦樋本体を壁に簡単に取り付けて取付作業性を上げると共に縦樋本体の取付強度を高め、構造が簡略で部品点数も少なく廉価な縦樋を提供することにある。   An object of the present invention is to provide an inexpensive downspout with a simple structure and a reduced number of parts, which can be easily attached to a wall to improve the mounting workability and increase the mounting strength of the downspout body.

そこで、上記した本発明の目的を達成すべく、請求項1に記載の発明は、たとえば以下に示す図示実施の形態のとおり、建物の壁Wに取り付ける縦樋本体10と、壁Wの高さ方向に間隔を置いて突設した支持具15と、該支持具15に締結して前記縦樋本体10を前記支持具15に連結する連結具20とからなり、前記縦樋本体10には、外周面から互いに対向する向きに突設して外周面との間に係合溝11・11を形成する一対の連結リブ10b・10bを長さ方向に一体成形する一方、前記連結具20は、それぞれ前記支持具15を挟む基端側の力点部35aと、該力点部35aから離れた先端にあって前記係合溝11・11に係合可能な凸状に延びる作用点部35bと、該作用点部35b近くにあって前記力点部35aの厚さ方向一側に向け凸形状をなす支点部35cと、からなる一対の梃子部材35・35で構成し、該梃子部材35・35は、前記縦樋本体10を前記支持具15に連結するとき、互いの前記凸状支点部35c・35cを突き当て状態で前記作用点部35b・35bをそれぞれ前記係合溝11・11に係合させる一方、間に前記支持具15を挟んだ前記力点部35a・35aを締結手段25で締め付けて前記支持具15に締結してなることを特徴とする。   Therefore, in order to achieve the above-described object of the present invention, the invention described in claim 1 includes, for example, the vertical main body 10 attached to the wall W of the building and the height of the wall W as shown in the following illustrated embodiment. A support tool 15 projecting at intervals in the direction, and a connecting tool 20 that is fastened to the support tool 15 and connects the downboard main body 10 to the support tool 15. A pair of connecting ribs 10b and 10b that project from the outer peripheral surface to face each other and form engagement grooves 11 and 11 between the outer peripheral surface are integrally formed in the length direction, while the connecting tool 20 includes: A force point portion 35a on the base end side sandwiching the support 15; an action point portion 35b extending in a convex shape at the distal end away from the force point portion 35a and capable of engaging with the engagement grooves 11 and 11; One side in the thickness direction of the force point part 35a near the action point part 35b And a pair of lever members 35, 35, each having a fulcrum portion 35 c, and the lever members 35, 35 are connected to each other when the vertical rod main body 10 is connected to the support 15. The action point portions 35b and 35b are engaged with the engagement grooves 11 and 11 with the fulcrum portions 35c and 35c in contact with each other, respectively, while the force point portions 35a and 35a sandwiching the support tool 15 therebetween are fastened. It is characterized by being fastened by means 25 and fastened to the support 15.

請求項2に記載の発明は、請求項1に記載の縦樋Tにおいて、たとえば以下に示す図示実施の形態のとおり、前記縦樋本体10は、前記連結リブ10b・10bを互いに対向する向きに外周面から斜めに突設して前記係合溝11・11を奥側に向け次第に溝断面が先細になるように形成する一方、前記梃子部材35・35は、前記作用点部35bを、前記係合溝11・11の溝形状に合わせて先細凸状に形成し、前記縦樋本体10を前記支持具15に連結するとき、前記係合溝11・11に樋長さ方向に摺動可能に係合してなることを特徴とする。   According to the second aspect of the present invention, in the downspout T according to the first aspect of the present invention, for example, as shown in the embodiment shown below, the downspout main body 10 has the connecting ribs 10b and 10b facing each other. While projecting obliquely from the outer peripheral surface and forming the engaging grooves 11, 11 so that the cross section of the groove gradually tapers toward the back side, the lever members 35, 35 are provided with the action point portion 35b, It is formed in a tapered shape in accordance with the groove shape of the engaging grooves 11 and 11, and when the vertical rod main body 10 is connected to the support 15, it can slide in the hook length direction with respect to the engaging grooves 11 and 11. It is characterized by being engaged.

請求項3に記載の発明は、請求項1又は2に記載の縦樋Tにおいて、たとえば以下に示す図示実施の形態のとおり、前記連結具20は、前記梃子部材35・35の支点部35cを半円状に湾曲させて形成し、その支点部35cの先端に前記作用点部35bを先細凸状に形成してなることを特徴とする。   The invention according to claim 3 is the vertical rod T according to claim 1 or 2, in which, for example, as shown in the embodiment shown below, the connector 20 is provided with the fulcrum portions 35c of the lever members 35 and 35. It is formed by bending in a semicircular shape, and the action point portion 35b is formed in a tapered shape at the tip of the fulcrum portion 35c.

請求項4に記載の発明は、請求項1、2又は3に記載の縦樋Tにおいて、たとえば以下に示す図示実施の形態のとおり、前記連結具20は、前記梃子部材35の支点部35cを断面こぶ形の凸状に形成し、その支点部35cの先端に前記作用点部35bを断面靴形の先細凸状に形成してなることを特徴とする。   According to the fourth aspect of the present invention, in the vertical shaft T according to the first, second, or third aspect, for example, as in the illustrated embodiment shown below, the connector 20 has a fulcrum portion 35c of the lever member 35. It is formed in a convex shape with a hump cross section, and the action point portion 35b is formed in a tapered convex shape with a cross-sectional shoe shape at the tip of the fulcrum portion 35c.

請求項5に記載の発明は、請求項1、2、3又は4に記載の縦樋Tにおいて、たとえば以下に示す図示実施の形態のとおり、前記連結具20は、前記梃子部材35の先端部35dを断面ブーツ形に形成し、その先端部35dのうちの踵部位を凸状の前記支点部35cとして形成し、爪先側を先細凸状の前記作用点部35bとして形成してなることを特徴とする。   According to a fifth aspect of the present invention, in the vertical rod T according to the first, second, third, or fourth aspect, for example, as in the illustrated embodiment shown below, the connector 20 is the tip of the lever member 35. 35d is formed into a cross-sectional boot shape, and the heel portion of the tip portion 35d is formed as the convex fulcrum portion 35c, and the toe side is formed as the tapered convex working point portion 35b. And

請求項1に記載の発明に係る縦樋によれば、連結具を支持具に連結して締結するとき、梃子部材の支点部を互いに突き当てた状態で、作用点部をそれぞれ係合溝に係合し、間に支持具を挟んだ力点部を締結手段で締め付けるため、梃子の原理が働き、即ち、支点部から遠く離れた力点部に締結手段による締め付け力が加わると、支点部に近い作用点部が支点部を支点として連結リブを押し開く向きに回動し、締結手段による締め付け力が作用点部で大きな押圧力となって作用し、従って、作用点部が、連結リブとリブ間の外周面を強圧し、その強圧状態で係合溝に係着し、これにより、連結具で縦樋本体を支持具に連結して堅固に締結し、これによって、縦樋本体の壁に対する取付強度を高めることができる。   According to the vertical shaft according to the first aspect of the present invention, when the connecting tool is connected to the support tool and fastened, the action point portions are respectively engaged with the engaging grooves while the fulcrum portions of the lever members are abutted against each other. Since the force point part that is engaged and clamped with the support tool is tightened by the fastening means, the principle of the lever works, that is, when the fastening force by the fastening means is applied to the force point part far from the fulcrum part, it is close to the fulcrum part The action point part pivots in the direction to open and open the connecting rib with the fulcrum part as a fulcrum, and the tightening force by the fastening means acts as a large pressing force at the action point part. Therefore, the action point part is connected to the connecting rib and the rib. The outer peripheral surface is strongly pressed and is engaged with the engaging groove in the strong pressure state, whereby the vertical hook body is connected to the support tool and firmly fastened by the connecting tool. Mounting strength can be increased.

故に、請求項1に記載の発明に係る縦樋では、取付強度を補強する手段を余計に講ずる必要がないため、各固定位置において、連結具に対し支持具を1つだけ壁に突設する一方、連結具は、1個の支持具を間に挟める大きさの一対の梃子部材で構成すれば足り、余計な部品が不要になる数だけ部品点数が大幅に削減され、その分のコストも抑えることができる。しかも、本発明の縦樋によれば、連結具が一対の梃子部材だけで構成される、極めて簡略でシンプルな構造であり、建物の美観を阻害するほど凸凹で複雑な構造でもないので、連結具を覆うカバー部品も不要になるなど部品点数が少なく、それだけコストを飛躍的に下げることができる。   Therefore, in the downspout according to the first aspect of the present invention, since it is not necessary to provide extra means for reinforcing the mounting strength, only one support tool is provided on the wall at each fixed position. On the other hand, it is sufficient that the coupling tool is composed of a pair of lever members sized so as to sandwich one support tool between them, and the number of parts is greatly reduced by the number that unnecessary parts are unnecessary, and the cost is also reduced. Can be suppressed. Moreover, according to the downspout of the present invention, the connector is an extremely simple and simple structure composed of only a pair of insulator members, and is not an uneven and complicated structure that hinders the aesthetics of the building. There are few parts, such as no need for cover parts to cover the tool, and the cost can be drastically reduced.

加えて、請求項1に記載の発明に係る縦樋では、連結具で縦樋本体を支持具に連結して締結するとき、梃子部材の支点部を互いに突き当てた状態で、作用点部をそれぞれ係合溝に係合し、間に支持アームを挟んだ力点部を締結手段で締め付けるだけで済むため、途中で折曲げ等の面倒な組立工程を伴わず、手間なく簡単であるため、縦樋本体を壁に取り付ける全体の取付作業性を上げることができる。   In addition, in the downspout according to the invention described in claim 1, when the downspout main body is connected to the support by the connecting tool and fastened, the action point portion is set in a state in which the fulcrum portions of the lever members abut against each other. Since it is only necessary to engage with the engaging grooves and tighten the force points with the support arm between them with the fastening means, there is no troublesome assembly process such as bending in the middle, and it is easy and trouble-free.全体 The overall workability of attaching the main body to the wall can be improved.

更に、請求項1に記載の発明に係る縦樋では、別体の梃子部材で連結具を構成し、その連結具で縦樋本体を支持具に連結するとき、間に支持具を挟んだ梃子部材の力点部を締結手段で締め付けて支持具に締結するため、縦樋本体の支持具としては、別体の梃子部材間に挟んで締結可能な形状構造のものであればよく、例えばコンクリート壁にアンカーを埋設する専用の支持具に限らず、例えば板壁に固定するだけの支持具など、各種のものを使用することができ、よって、縦樋本体を取り付ける壁側の構造に制限を受けることがない。   Furthermore, in the vertical hook according to the invention described in claim 1, when the connecting tool is constituted by a separate lever member and the vertical hook main body is connected to the supporting tool by the connecting tool, the lever is sandwiched between the supporting tools. In order to fasten the force point portion of the member with the fastening means and fasten it to the support tool, the support tool of the vertical hook body may be of any shape and structure that can be fastened by being sandwiched between separate insulator members, for example, a concrete wall Various types of support can be used, such as a support that is only fixed to a plate wall, and is not limited to the dedicated support that embeds the anchor in the wall. There is no.

請求項2に記載の発明に係る縦樋によれば、縦樋本体の連結リブを互いに対向する向きに外周面から斜めに突設して係合溝を奥側に向け次第に溝断面が先細になるように形成する一方、梃子部材の作用点部を、係合溝の溝形状に合わせて先細凸状に形成するため、支点部を互いに突き当てた状態で、作用点部を係合溝に係合し、間に支持具を挟んだ力点部を締結手段で締め付けると、作用点部が係合溝に固く食い込んだ状態で係合溝に係着し、これにより、縦樋本体は支持具に強固に結合して壁に取り付けられる。よって、梃子の原理が効果的に働いて縦樋本体の壁に対する取付強度を一層高めることができる。しかも、梃子部材の作用点部が樋長さ方向に摺動可能に係合溝に係合する構成であることから、連結具で縦樋本体を支持具に連結する場合、例えば力点部間に支持具を挟んで連結具をセットするときに、樋長さ方向にずらして係合高さ位置を調整し、例えば締結手段のボルト挿通穴を連通させるなど、簡単に位置合わせすることができる。   According to the vertical shaft according to the second aspect of the present invention, the connecting ribs of the vertical rod main body project obliquely from the outer peripheral surface in a direction facing each other, and the groove groove gradually tapers toward the back side. On the other hand, in order to form the action point portion of the lever member in a tapered convex shape according to the groove shape of the engagement groove, the action point portion is used as the engagement groove with the fulcrum portions abutting each other. When the force point portion that is engaged and the support tool is sandwiched therebetween is tightened by the fastening means, the action point portion is engaged with the engagement groove in a state where the action point portion is firmly bite into the engagement groove. Firmly attached to the wall. Therefore, the lever principle works effectively, and the attachment strength to the wall of the vertical rod main body can be further increased. Moreover, since the action point part of the lever member is configured to engage the engagement groove so as to be slidable in the hook length direction, when connecting the vertical hook body to the support tool with the connecting tool, for example, between the force point parts When setting the coupling tool across the support tool, it is possible to easily align the position by adjusting the engagement height position by shifting in the hook length direction, for example, by connecting the bolt insertion hole of the fastening means.

請求項3に記載の発明に係る縦樋では、連結具は、梃子部材の支点部を半円状に湾曲させて力点部の厚さ方向一側に向け凸状に形成すため、支点部を、本来の梃子の支点として機能させると共に、輪ゴム等の紐材を巻き付けて2体の梃子部材を連結する紐巻付け部として、補助的な機能を発揮させることもできる。そこで、支点部の補助機能を利用し、一対の梃子部材の作用点部を係合溝に係合す場合は、支点部に紐材を巻き付けて梃子部材を連結してから、支点部を支点として、力点部が開く向きに回動させて先端の作用点部同士を近づけ、いったん作用点部間の距離を連結リブ間よりも狭めた状態にしてから、一度に、2体の梃子部材の作用点部を係合溝に簡単に係合することができ、その結果、作用点部を1つずつ係合溝に係合させる必要がなくなった分だけ作業効率が上がり、取付作業性を高めることができる。   In the vertical shaft according to the invention described in claim 3, the connector is formed so that the fulcrum portion of the lever member is curved in a semicircular shape and is convex toward one side in the thickness direction of the force point portion. In addition to functioning as a fulcrum of the original lever, an auxiliary function can also be exhibited as a string winding portion that wraps a string member such as a rubber band and connects the two lever members. Therefore, when the auxiliary function of the fulcrum part is utilized and the action point part of the pair of lever members is engaged with the engaging groove, the cord member is wound around the fulcrum part and the lever member is connected, and then the fulcrum part is supported as a fulcrum. As a result, the action point parts at the tips are moved closer to each other, and the distance between the action point parts is made narrower than that between the connecting ribs. The operating point can be easily engaged with the engaging groove. As a result, the working efficiency is increased by the amount that the operating point is not required to be engaged with the engaging groove one by one, and the mounting workability is improved. be able to.

請求項4に記載の発明に係る縦樋によれば、梃子部材の支点部を断面こぶ形の凸状に形成し、その支点部の先端に作用点部を断面靴形の先細凸状に形成することにより、連結具による梃子の原理を効果的に働かせることができる。   According to the vertical scissors according to the invention of claim 4, the fulcrum part of the lever member is formed in a convex shape with a cross-sectional shape, and the action point part is formed in a tapered convex shape with a cross-sectional shoe shape at the tip of the fulcrum part. By doing so, the principle of the lever by a coupling tool can be worked effectively.

請求項5に記載の発明に係る縦樋によれば、梃子部材の先端部を断面ブーツ形に形成し、その先端部のうちの踵部位を凸状の支点部として形成し、爪先側を先細凸状の作用点部として形成することにより、連結具による梃子の原理を効果的に働かせることができる。   According to the vertical scissors according to the fifth aspect of the present invention, the distal end portion of the lever member is formed in a cross-sectional boot shape, the heel portion of the distal end portion is formed as a convex fulcrum portion, and the toe side is tapered. By forming it as a convex action point portion, the principle of the lever by the connecting tool can be effectively exerted.

以下、図面を参照しつつ、本発明の実施の最良形態について説明する。   Hereinafter, the best mode of the present invention will be described with reference to the drawings.

図1は本発明の一例である縦樋を壁取付状態で示す組立平面図、図2は縦樋の分解斜視図である。図示例の縦樋Tは、例えば建物のコンクリート製の壁Wに取り付ける縦樋本体10と、壁Wの高さ方向に間隔を置いて固設して縦樋本体10を支持する支持具15と、支持具15に縦樋本体10を連結する連結具20と、連結具20を支持具15に締結する、例えばボルト25aとナット25bからなる締結手段25を備え、連結具20で縦樋本体10を支持具15に連結して簡単に壁Wに取り付けられる構造になっている。   FIG. 1 is an assembly plan view showing a vertical gutter as an example of the present invention in a wall-mounted state, and FIG. 2 is an exploded perspective view of the vertical gutter. The downspout T in the illustrated example includes a downspout main body 10 that is attached to a concrete wall W of a building, for example, and a support 15 that supports the downspout main body 10 by being fixed at intervals in the height direction of the wall W. The connecting tool 20 is connected to the support tool 15, and the connecting tool 20 is fastened to the support tool 15. For example, the connecting tool 20 includes a fastening means 25 including a bolt 25 a and a nut 25 b. Are connected to the support 15 and can be easily attached to the wall W.

図示例の縦樋本体10は、アルミニウムの押し出し成型法で成形し、長尺な円筒状の本体部10aの外周面に、その外周面から互いに対向する向きに突出する一対の連結リブ10b・10bを長さ方向に一体成形してなる。連結リブ10b・10bは、図3でも示すように、本体部10aの外周面から互いに対向する向きに斜めに突設し、外周面との間にそれぞれ係合溝11・11を奥側に向け次第に溝断面が先細になるように形成してなる。縦樋本体全体の外表面および内表面には、表面処理して酸化皮膜が形成され、着色される。なお、縦樋本体10は、アルミニウムに限らず、ステンレスなど他の金属製であってもよく、例えばポリ塩化ビニルなどの樹脂製であってもよい。   The vertical rod main body 10 of the illustrated example is formed by an aluminum extrusion molding method, and a pair of connecting ribs 10b and 10b projecting from the outer peripheral surface to the outer peripheral surface of the long cylindrical main body portion 10a in a direction facing each other. Are integrally formed in the length direction. As shown in FIG. 3, the connecting ribs 10b and 10b protrude obliquely from the outer peripheral surface of the main body portion 10a so as to face each other, and the engagement grooves 11 and 11 are directed to the inner side between the outer peripheral surfaces. It is formed so that the groove cross section gradually becomes tapered. The outer surface and inner surface of the entire vertical gutter main body are surface-treated to form an oxide film, which is colored. Note that the downboard main body 10 is not limited to aluminum but may be made of other metals such as stainless steel, and may be made of a resin such as polyvinyl chloride.

図示例の支持具15は、図1および図2に示すように、内周面に雌ねじを螺設したねじ穴12aを有する筒状のアンカー12と、アンカー12に螺着する支持アーム30とからなる。支持アーム30は、ステンレス製の羽子板金具で、アンカー12のねじ穴12aに螺合させるねじ軸部30aと、ねじ軸部30aの端部から軸線方向に延びる羽板部30bとからなる。羽板部30bには、長穴からなるボルト挿通穴13を長手方向に2つ直列的に並べで設けてなる。   As shown in FIGS. 1 and 2, the support 15 in the illustrated example includes a cylindrical anchor 12 having a screw hole 12 a in which an internal thread is screwed on an inner peripheral surface, and a support arm 30 that is screwed to the anchor 12. Become. The support arm 30 is a stainless steel wing plate metal fitting, and includes a screw shaft portion 30a to be screwed into the screw hole 12a of the anchor 12, and a wing plate portion 30b extending in the axial direction from the end portion of the screw shaft portion 30a. In the wing plate portion 30b, two bolt insertion holes 13 made of long holes are arranged in series in the longitudinal direction.

アンカー12は、縦樋本体10を取り付ける壁Wの高さ方向に間隔を置いて1個所ずつ穿設された取付穴に打ち込んで埋設するグリップアンカーである。支持具15は、アンカー12のねじ穴12aに支持アーム30のねじ軸部30aを捩じ込んで、羽板部30bを垂直に立てて壁Wから水平に突出した状態で壁Wに固設する。   The anchor 12 is a grip anchor that is embedded by being driven into mounting holes formed one by one at intervals in the height direction of the wall W to which the vertical rod main body 10 is attached. The support 15 is fixed to the wall W in such a manner that the screw shaft portion 30a of the support arm 30 is screwed into the screw hole 12a of the anchor 12 and the wing plate portion 30b stands vertically and protrudes horizontally from the wall W. .

連結具20は、特に梃子の原理を利用して縦樋本体10を支持具15に連結する手段で、そのために同じ形状の一対の梃子部材35・35を備えてなる。即ち、梃子部材35・35は、図2、図3および図4にも示すように、それぞれ例えばアルミニウム製で肉厚な厚板状に形成し、締結手段25のボルト25aとナット25bで締結する基端側の長手な力点部35aと、力点部35aから離れた先端にあって縦樋本体10の係合溝11に係合させる作用点部35bと、作用点部35b近くに形成する支点部35cとに一体に成形してなる。   The connecting tool 20 is a means for connecting the vertical scissors main body 10 to the support tool 15 using the lever principle, and is provided with a pair of lever members 35 and 35 having the same shape. That is, as shown in FIGS. 2, 3 and 4, the lever members 35 and 35 are each formed in a thick plate shape made of aluminum, for example, and fastened by the bolt 25a and the nut 25b of the fastening means 25. A longitudinal force point portion 35a on the proximal end side, an action point portion 35b at the distal end away from the force point portion 35a and engaged with the engagement groove 11 of the vertical rod main body 10, and a fulcrum portion formed near the action point portion 35b It is formed integrally with 35c.

力点部35aは、支持アーム30の羽板部30bの長さに対応し、やや長手矩形で厚さが略5mmの厚肉な板状をなし、丸穴のボルト挿通穴14を長手方向に2つ並設してなる。図示例の梃子部材35・35は、力点部35aの先端側から順に延びる支点部35cおよび作用点部35bを、力点部35aより一段薄く形成し、そのうちの支点部35cを、半円状に湾曲させて力点部35aの厚さ方向一側に向け凸状に形成し、更に作用点部35bを、支点部35cの先端から力点部35aの厚さ方向他側へ向け直角に凸状に延ばして形成してなる。図示例の作用点部35bは、縦樋本体10の係合溝11の溝形状に合わせて先細凸状に形成し、係合溝11・11に密着して係合する一方、樋長さ方向に摺動可能に係合できるようになっている。   The force point portion 35a corresponds to the length of the wing plate portion 30b of the support arm 30, has a slightly long rectangular shape and a thick plate shape with a thickness of about 5 mm, and has a round hole insertion hole 14 in the longitudinal direction. One side by side. In the illustrated example, the lever members 35 and 35 are formed such that a fulcrum part 35c and an action point part 35b that extend in order from the tip side of the force point part 35a are formed one step thinner than the force point part 35a, and the fulcrum part 35c is curved in a semicircular shape. Then, the force point portion 35a is formed in a convex shape toward one side in the thickness direction, and the action point portion 35b is further extended in a convex shape from the tip of the fulcrum portion 35c to the other side in the thickness direction of the force point portion 35a. Formed. The action point portion 35b of the illustrated example is formed in a tapered convex shape according to the groove shape of the engagement groove 11 of the vertical rod main body 10, and is in close contact with the engagement grooves 11 and 11 while being engaged in the longitudinal direction of the hook. Can be slidably engaged.

次に、以上のような構成の縦樋Tにおいて、縦樋本体10を壁Wに取り付ける施工方法について説明する。まずは、縦樋本体10を取り付ける建物の壁Wの高さ方向に間隔を置いて所定位置に取付穴を1つずつ穿設し、各取付穴にアンカー12を埋設し、アンカー12のねじ穴12aにねじ軸部30aを捩じ込んで支持アーム30をアンカー12に螺着することにより、支持具15を壁Wに固設し、図5(A)に示すように、羽板部30bを立てて水平に突出させた状態で支持アーム30を壁Wにセットする。   Next, a construction method for attaching the vertical gutter main body 10 to the wall W in the vertical gutter T having the above configuration will be described. First, mounting holes are drilled one by one at predetermined positions at intervals in the height direction of the wall W of the building to which the vertical gutter body 10 is attached, and anchors 12 are embedded in the mounting holes. By screwing the screw shaft portion 30a into the support arm 30 and screwing the support arm 30 to the anchor 12, the support 15 is fixed to the wall W, and the wing plate portion 30b is erected as shown in FIG. Then, the support arm 30 is set on the wall W in a state of being projected horizontally.

次いで、縦樋本体10を、連結リブ10b・10bを支持具15の支持アーム30に対向させて配置してから、図5(B)および図6に示すように、支持アーム30の一側で梃子部材35の作用点部35bを一側の係合溝11に差し込んで係合し、力点部35aを支持アーム30の羽板部30bに重ね合わせる。それから、図5(C)および図7に示すように、支持アーム30の他側で、対の梃子部材35の作用点部35bを他側の係合溝11に差し込んで係合し、互いの支点部35c・35cの凸側が突き当て状態で互いの力点部35a・35aで支持アーム30の羽板部30bを挟み付け、ボルト挿通穴13・14を連通させたサンドイッチ状態に連結具20をセットする。そのとき、梃子部材35・35は、作用点部35b・35bが樋長さ方向に摺動可能に係合溝11・11に係合しているため、必要に応じて、樋長さ方向にずらして係合高さ位置を調整し、ボルト挿通穴13・14が連通するように簡単に位置合わせすることができる。   Next, after placing the downboard main body 10 with the connecting ribs 10b and 10b facing the support arm 30 of the support member 15, as shown in FIGS. 5 (B) and 6, on one side of the support arm 30. The action point part 35 b of the lever member 35 is inserted into the engagement groove 11 on one side and engaged, and the force point part 35 a is overlapped with the blade part 30 b of the support arm 30. Then, as shown in FIGS. 5C and 7, on the other side of the support arm 30, the action point portions 35 b of the pair of lever members 35 are inserted into the engagement grooves 11 on the other side and engaged with each other. With the convex side of the fulcrum portions 35c and 35c in contact with each other, the connecting plate 20 is set in a sandwich state in which the wing plate portion 30b of the support arm 30 is sandwiched between the force point portions 35a and 35a and the bolt insertion holes 13 and 14 are communicated. To do. At that time, the lever members 35 and 35 are engaged with the engaging grooves 11 and 11 so that the action point portions 35b and 35b are slidable in the hook length direction. The position of the engagement height can be adjusted by shifting the position so that the bolt insertion holes 13 and 14 can communicate with each other easily.

しかる後、図示縦樋Tでは、図5(D)および図8に示すように、締結手段25のボルト25aとナット25bを用いて連結具20を支持具15に締結する。即ち、ボルト25aをボルト挿通穴13・14に通してから、ボルト25aのねじ部にナット25bを締め込み、図5(E)および図9に示すように、連結具20の梃子部材35・35を支持具15の支持アーム30に締結する。以上のように、壁Wの高さ方向の各所定位置において、連結具20を支持具15に締結すると、縦樋本体10が建物の壁Wに取り付けられ、以って、縦樋Tが構築される。   Thereafter, as shown in FIG. 5D and FIG. 8, the connecting tool 20 is fastened to the support tool 15 using the bolts 25 a and the nuts 25 b of the fastening means 25 in the vertical shaft T shown in the figure. That is, after the bolt 25a is passed through the bolt insertion holes 13 and 14, the nut 25b is tightened into the threaded portion of the bolt 25a, and as shown in FIGS. Is fastened to the support arm 30 of the support 15. As described above, when the coupling tool 20 is fastened to the support tool 15 at each predetermined position in the height direction of the wall W, the vertical gutter main body 10 is attached to the wall W of the building, and thus the vertical gutter T is constructed. Is done.

従って、図示縦樋Tでは、連結具20を支持具15に連結して締結するとき、図1に示すように、梃子部材35・35の支点部35c・35cを突き当てた状態で、作用点部35a・35aをそれぞれ係合溝11・11に係合し、間に支持アーム30を挟んだ力点部35a・35aを締結手段25で締め付けるため、梃子の原理が働き、即ち、支点部35cから遠く離れた力点部35aに締結手段25による締め付け力が加わると、支点部35c・35cに近い作用点部35b・35bが支点部を支点として連結リブ10b・10bを押し開く向きに回動し、締結手段25による締め付け力が作用点部35b・35bで大きな押圧力となって作用し、従って、作用点部35b・35bが、連結リブ10b・10bとリブ間の外周面を強圧し、その強圧状態で係合溝11・11に係着し、これにより、連結具20で縦樋本体10を支持具15に連結して堅固に締結する。   Therefore, in the illustrated vertical rod T, when the connecting tool 20 is connected to the support tool 15 and fastened, as shown in FIG. 1, the operating point is in a state where the fulcrum portions 35c and 35c of the lever members 35 and 35 are abutted. The levers 35a and 35a are engaged with the engaging grooves 11 and 11, respectively, and the force point portions 35a and 35a sandwiching the support arm 30 therebetween are fastened by the fastening means 25, so that the lever principle works, that is, from the fulcrum portion 35c. When a fastening force by the fastening means 25 is applied to the force point part 35a far away, the action point parts 35b and 35b close to the fulcrum parts 35c and 35c rotate in a direction to push open the connecting ribs 10b and 10b with the fulcrum part as a fulcrum, The tightening force by the fastening means 25 acts as a large pressing force at the action point portions 35b and 35b. Therefore, the action point portions 35b and 35b strongly pressurize the outer peripheral surface between the connecting ribs 10b and 10b, And engaged with the engaging groove 11, 11 in a strong pressure state of, thereby firmly fastened by connecting a down pipe body 10 with connector 20 to the support 15.

しかも、図示縦樋Tでは、縦樋本体10の連結リブ10b・10bを互いに対向する向きに外周面から斜めに突設して係合溝11・11を奥側に向け次第に溝断面が先細になるように形成する一方、梃子部材35・35の作用点部35b・35bを、係合溝11・11の溝形状に合わせて先細凸状に形成するため、支点部35c・35cを互いに突き当てた状態で、作用点部35a・35aを係合溝11・11に係合し、間に支持アーム30を挟んだ力点部35a・35aを締結手段25で締め付けると、作用点部35b・35bが係合溝11・11に固く食い込んだ状態で係合溝11・11に係着し、これにより、縦樋本体10を支持具15に強固に結合して壁Wに取り付ける。こうして梃子の原理が働いて縦樋本体10の壁Wに対する取付強度が格段に高められる。   Moreover, in the illustrated vertical rod T, the connecting ribs 10b and 10b of the vertical rod main body 10 project obliquely from the outer peripheral surface in a direction facing each other, and the groove sections gradually taper toward the rear side. On the other hand, since the action point portions 35b and 35b of the lever members 35 and 35 are formed in a tapered shape in accordance with the groove shape of the engagement grooves 11 and 11, the fulcrum portions 35c and 35c are abutted against each other. In this state, when the action point portions 35a and 35a are engaged with the engaging grooves 11 and 11 and the force point portions 35a and 35a sandwiching the support arm 30 therebetween are tightened by the fastening means 25, the action point portions 35b and 35b are The engagement between the engaging grooves 11 and 11 is engaged with the engaging grooves 11 and 11, and the vertical rod main body 10 is firmly coupled to the support 15 and attached to the wall W. Thus, the lever principle works, and the attachment strength of the vertical rod main body 10 to the wall W is remarkably increased.

なお、図示縦樋Tにおいて、連結具20を支持具15に連結して締結するとき、一対の梃子部材35・35の作用点部35b・35bを、別々に係合溝11・11に係合させた。しかし、図示例の連結具20では、梃子部材35・35の支点部35c・35cを、半円状に湾曲させて力点部35a・35aの厚さ方向一側に向け凸状に形成し、これにより、支点部35c・35cを、本来は、支点として機能させるが、それと共に、例えば図10に示すように、輪ゴム等の紐材39を巻き付けて2体の梃子部材35・35を連結する紐巻付け部として、補助的な機能を発揮させることもできる。そこで、この支点部35c・35cの補助機能を利用し、一対の梃子部材35・35の作用点部35b・35bを係合溝11・11に係合させる場合は、支点部35c・35cに紐材39を巻き付けて梃子部材35・35を連結してから、図11に示すように、支点部35c・35cを支点として、力点部35a・35aが開く向きに回動させて先端の作用点部35b・35b同士を近づけ、いったん作用点部35b・35b間の距離を連結リブ10b・10b間よりも狭めた状態にしてから、図12に示すように、一度に、2体の梃子部材35・35の作用点部35b・35bを係合溝11・11に簡単に係合することができる。   In the illustrated vertical rod T, when the connecting tool 20 is connected to the support 15 and fastened, the action point portions 35b and 35b of the pair of lever members 35 and 35 are separately engaged with the engaging grooves 11 and 11, respectively. I let you. However, in the coupling tool 20 in the illustrated example, the fulcrum portions 35c and 35c of the lever members 35 and 35 are formed in a semicircular shape so as to be convex toward one side in the thickness direction of the force point portions 35a and 35a. Thus, the fulcrum portions 35c and 35c are originally made to function as fulcrums, but at the same time, as shown in FIG. 10, for example, a string member 39 such as a rubber band is wound around to couple the two insulator members 35 and 35 together. An auxiliary function can also be exhibited as a winding part. Therefore, when using the auxiliary function of the fulcrum portions 35c and 35c and engaging the action point portions 35b and 35b of the pair of lever members 35 and 35 with the engagement grooves 11 and 11, the fulcrum portions 35c and 35c After the member 39 is wound and the lever members 35 and 35 are connected, as shown in FIG. 11, the force point portions 35a and 35a are rotated in the opening direction with the fulcrum portions 35c and 35c as fulcrums, so 35b and 35b are brought close to each other, and once the distance between the action point portions 35b and 35b is made narrower than that between the connecting ribs 10b and 10b, as shown in FIG. The 35 action point portions 35b and 35b can be easily engaged with the engagement grooves 11 and 11.

従って、図14(A)〜(D)に支点部35c・35cの補助機能を利用して縦樋本体10を壁Wに取り付ける施工方法を図示するが、同図に示すとおり、2体の梃子部材35・35の作用点部35b・35bを、一度に、係合溝11・11に係合させるために、削減された作用点部35b・35bを係合溝11・11に係合する工程分だけ、上記図5に示した補助機能を利用しない施工方法より作業工程が少なくなり、それだけ作業効率が上がって取付作業性を高めることができる。   Accordingly, FIGS. 14A to 14D illustrate a construction method for attaching the vertical rod main body 10 to the wall W by using the auxiliary function of the fulcrum portions 35c and 35c. As shown in FIG. Step of engaging the reduced action point portions 35b and 35b with the engagement grooves 11 and 11 in order to engage the action point portions 35b and 35b of the members 35 and 35 with the engagement grooves 11 and 11 at a time. Accordingly, the number of work steps is less than that of the construction method that does not use the auxiliary function shown in FIG. 5, and the work efficiency can be increased and the attachment workability can be improved.

ところで、以上の図示縦樋Tにおいて、縦樋本体10の支持具15は、コンクリート壁Wの取付穴に打ち込んだアンカー12に支持アーム30を螺着して羽板部30bを壁Wから突出させた構造の支持手段であった。しかし、本発明の縦樋では、縦樋本体10の支持具は、別体の梃子部材の間に挟んで締結可能な形状構造のものであればよく、上述したコンクリート壁専用の図示支持具15に限らず、例えば図14に示すような構造の支持具45など、各種のものを支持具として使用することができる。   By the way, in the above-described vertical gutter T, the support 15 of the vertical gutter body 10 has the support arm 30 screwed into the anchor 12 driven into the mounting hole of the concrete wall W so that the slat portion 30b protrudes from the wall W. It was the support means of the structure. However, in the downspout of the present invention, the support of the downspout main body 10 only needs to have a shape and structure that can be fastened by being sandwiched between separate insulator members. However, the present invention is not limited to this, and various types such as a support tool 45 having a structure as shown in FIG. 14 can be used as the support tool.

図示他例の支持具45は、L状のアングル板を背中合わせに貼り合わせてT型に形成した支持アームのみからなり、このT型支持具45を、壁Wに取り付ける取付片部45aと連結具20の梃子部材35・35で挟んで締結するアーム部45bとで形成し、壁Wに直付けする支持手段である。従って、支持具、即ち、支持具45は、取付片部45aにねじ止め用のねじ挿通穴46を設け、アーム部45bには、長穴からなるボルト挿通穴49を長手方向に2つ直列的に並べで設けてなる。   The support tool 45 of the other example shown in the figure is composed of only a support arm formed in a T shape by bonding L-shaped angle plates back to back. The T support tool 45 is attached to a wall W with a mounting piece 45a and a connecting tool. This is a support means that is formed by an arm portion 45b that is sandwiched and fastened by 20 lever members 35 and 35 and is directly attached to the wall W. Therefore, the support tool, that is, the support tool 45 is provided with a screw insertion hole 46 for screwing in the attachment piece 45a, and the arm part 45b has two bolt insertion holes 49 made of long holes in series in the longitudinal direction. Are arranged side by side.

そこで、図示他例の縦樋Tでは、縦樋本体10を壁Wに取り付ける場合、その壁Wは、例えば板壁など、支持具45をねじ止め可能なものであればよい。従って、まず、縦樋本体10を取り付ける建物の壁Wの高さ方向に間隔を置いて、図15(A)に示すように、所定位置に取付片部45aをねじ止めし、アーム部45bを立てて突出させた状態でT型支持具45を壁Wにセットする。   Therefore, in the vertical rod T of the other example shown in the figure, when the vertical rod main body 10 is attached to the wall W, the wall W only needs to be capable of screwing the support tool 45 such as a plate wall. Accordingly, first, as shown in FIG. 15 (A), the mounting piece 45a is screwed at a predetermined position with an interval in the height direction of the wall W of the building to which the vertical gutter main body 10 is attached, and the arm portion 45b is fixed. The T-shaped support tool 45 is set on the wall W in a state of being protruded upright.

次いで、縦樋本体10を、連結リブ10b・10bをアーム部45bに対向させて配置してから、図15(B)に示すように、アーム部45bの一側で梃子部材35の作用点部35bを一側の係合溝11に係合し、力点部35aをアーム部45bに重ね合わせ、それから、図15(C)に示すように、アーム部45bの他側で、対の梃子部材35の作用点部35bを他側の係合溝11に係合し、支点部35c・35cの凸側が突き当て状態で力点部35a・35a間にアーム部45bを挟み付け、ボルト挿通穴14・49が連通したサンドイッチ状態に連結具20をセットする。その後、図15(D)に示すように、締結手段25のボルト25aとナット25bで連結具20を支持具45に締結する。即ち、ボルト25aをアーム部45bのボルト挿通穴14・49に通してから、ボルト25aのねじ部にナット25bを締め込み、図15(E)に示すように、連結具20の梃子部材35・35を支持具45に締結する。以上の如く、板壁Wの高さ方向の各所定位置において、連結具20をT型支持具45に締結すると、縦樋本体10が建物の壁Wに取り付けられ、以って、縦樋Tが構築される。   Next, after the vertical rod main body 10 is arranged with the connecting ribs 10b and 10b facing the arm portion 45b, the point of action of the lever member 35 on one side of the arm portion 45b as shown in FIG. 35b is engaged with the engagement groove 11 on one side, and the force point portion 35a is overlaid on the arm portion 45b. Then, as shown in FIG. 15 (C), a pair of lever members 35 is formed on the other side of the arm portion 45b. Is engaged with the engagement groove 11 on the other side, and the arm portion 45b is sandwiched between the force point portions 35a and 35a with the convex side of the fulcrum portions 35c and 35c abutting, and the bolt insertion holes 14 and 49 are inserted. The connecting tool 20 is set in a sandwich state in which are connected. Thereafter, as shown in FIG. 15D, the connector 20 is fastened to the support tool 45 by the bolt 25a and the nut 25b of the fastening means 25. That is, after the bolt 25a is passed through the bolt insertion holes 14 and 49 of the arm portion 45b, the nut 25b is tightened into the threaded portion of the bolt 25a, and as shown in FIG. 35 is fastened to the support 45. As described above, when the connecting tool 20 is fastened to the T-type support 45 at each predetermined position in the height direction of the plate wall W, the vertical gutter body 10 is attached to the wall W of the building, and thus the vertical gutter T is Built.

さて、以上の図示縦樋Tにおいて、連結具20の梃子部材35・35は、支点部35c・35cを半円状に湾曲させて力点部35aの厚さ方向一側に向け凸状に形成したものであった。しかし、本発明の縦樋において、連結具は、一対の梃子部材の支点部が突き当て状態で、作用点部を縦樋本体10の係合溝11・11に係合し、間に支持具を挟んだ力点部を締結手段25で締め付けると、梃子の原理が働いて、先端の作用点部が支点部を支点として連結リブ10b・10bを押し開く向きに回動するものであればよく、従って、支点部35c・35cを、半円状に湾曲させて力点部35a・35aの厚さ方向一側に向け凸状に形成したものに限られず、例えば図16および図17に示すように、支点部35c・35cを断面こぶ形の凸状に形成し、それら支点部35c・35cの先端に延びる作用点部35b・35bを断面靴形の先細凸状に形成したものなど、各種形状のものを連結具として使用することができる。   Now, in the illustrated vertical rod T described above, the lever members 35 and 35 of the connector 20 are formed in a convex shape toward one side in the thickness direction of the force point portion 35a by bending the fulcrum portions 35c and 35c in a semicircular shape. It was a thing. However, in the downspout of the present invention, the coupling tool is such that the fulcrum portions of the pair of lever members are in contact with each other, and the action point portions are engaged with the engaging grooves 11 and 11 of the downspout main body 10, and the support tool is interposed therebetween. As long as the force point part sandwiched by the fastening means 25 is tightened, the principle of the lever works, and the action point part at the tip may rotate in a direction to open and open the connecting ribs 10b and 10b with the fulcrum part as a fulcrum. Therefore, the fulcrum portions 35c and 35c are not limited to those that are bent in a semicircular shape and formed convex toward one side in the thickness direction of the force point portions 35a and 35a. For example, as shown in FIGS. The fulcrum parts 35c and 35c are formed in a convex shape having a hump-shaped cross section, and the action point parts 35b and 35b extending at the tips of the fulcrum parts 35c and 35c are formed in a tapered convex shape having a cross-sectional shoe shape. Can be used as a connector.

更に、本発明の縦樋において、連結具は、一対の梃子部材の支点部が突き当て状態で、作用点部を縦樋本体10の係合溝11・11に係合し、間に支持具を挟んだ力点部を締結手段25で締め付けると、梃子の原理が働いて、先端の作用点部が支点部を支点として連結リブ10b・10bを押し開く向きに回動するものであれば、例えば図18および図19に示すように、梃子部材35・35の先端部35dを断面ブーツ形に形成し、その先端部35dのうちの踵部位を凸状の支点部35c・35cとして形成し、爪先側を先細凸状の作用点部35b・35bとして形成した形状のものなどであってもよい。   Further, in the downspout of the present invention, the connecting tool is such that the fulcrum portions of the pair of lever members are in contact with each other, and the action point portions are engaged with the engaging grooves 11 and 11 of the downspout main body 10, and the support tool is interposed therebetween. For example, if the force point portion sandwiched by the fastening means 25 is tightened by the lever principle, the action point portion at the tip rotates in a direction to open and open the connecting ribs 10b and 10b using the fulcrum portion as a fulcrum. As shown in FIGS. 18 and 19, the tip portions 35 d of the lever members 35, 35 are formed in a cross-sectional boot shape, and the heel portions of the tip portions 35 d are formed as convex fulcrum portions 35 c, 35 c, For example, the side may be formed as a tapered convex action point portion 35b or 35b.

本発明の一例である縦樋を壁取付状態で示す組立平面図である。It is an assembly top view which shows the vertical hook which is an example of this invention in a wall mounting state. 縦樋の分解斜視図である。It is an exploded perspective view of a vertical fence. 縦樋本体と連結具の平面図である。It is a top view of a vertical gutter main body and a coupling tool. 連結具の拡大平面図である。It is an enlarged plan view of a coupler. 縦樋の施工方法を工程順に示す斜視図である。It is a perspective view which shows the construction method of a vertical fence in order of a process. 図5中の(B)工程を拡大して示す斜視図である。It is a perspective view which expands and shows the (B) process in FIG. 図5中の(C)工程を拡大して示す斜視図である。It is a perspective view which expands and shows the (C) process in FIG. 図5中の(D)工程を拡大して示す斜視図である。It is a perspective view which expands and shows the (D) process in FIG. 図5中の(E)工程を拡大して示す斜視図である。It is a perspective view which expands and shows the (E) process in FIG. 輪ゴムを使って梃子部材を縦樋本体の係合溝に係合する方法を、紐巻き付け段階において示す平面図である。It is a top view which shows the method of engaging a lever member with the engagement groove | channel of a vertical rod main body using a rubber band in a string winding step. 梃子部材の係合方法を、梃子部材の力点部を開いて先端の作用点部間を狭めた段階において示す平面図である。It is a top view which shows the engagement method of a lever member in the step which opened the power point part of the lever member and narrowed between the action point parts of a front-end | tip. 梃子部材の係合方法を、梃子部材の作用点部を縦樋本体の係合溝に係合した段階において示す平面図である。It is a top view which shows the engagement method of a lever member in the step which engaged the action point part of the lever member with the engagement groove of the vertical rod main body. 輪ゴムを利用して梃子部材を縦樋本体の係合溝に係合する方法を使った縦樋の施工方法を工程順に示す斜視図である。It is a perspective view which shows the construction method of a vertical hook using the method of engaging a lever member with the engaging groove of a vertical hook main body using a rubber band in order of a process. 支持具としてT型支持具を使った他例の縦樋の分解斜視図である。It is a disassembled perspective view of the vertical hook of the other example using a T-type support tool as a support tool. 他例の縦樋の施工方法を工程順に示す斜視図である。It is a perspective view which shows the construction method of the vertical hook of another example in order of a process. 支点部がこぶ形の凸状梃子部材からなる連結具と縦樋本体の平面図である。It is a top view of the coupling tool which consists of a convex lever member whose fulcrum part is a hump, and a vertical rod main body. 別例の縦樋を壁取付状態において示す組立平面図である。It is an assembly top view which shows the vertical hook of another example in a wall mounting state. 更に別例の連結具と縦樋本体を示す平面図である。Furthermore, it is a top view which shows the coupling tool and vertical shaft main body of another example. 更に別例の縦樋を壁取付状態において示す組立平面図である。Furthermore, it is an assembly top view which shows the vertical fence of another example in a wall mounting state. 従来の縦樋を示す斜視図である。It is a perspective view which shows the conventional vertical gutter.

符号の説明Explanation of symbols

T 縦樋
W 壁
10 縦樋本体
10b 連結リブ
11 係合溝
12 アンカー
15・45 支持具
20 連結具
25 締結手段
30 支持アーム
30a ねじ軸部
30b 羽板部
35 梃子部材
35a 力点部
35b 作用点部
35c 支点部
T vertical rod W wall 10 vertical rod main body 10b connecting rib 11 engaging groove 12 anchor 15/45 support tool 20 connecting tool 25 fastening means 30 support arm 30a screw shaft part 30b blade plate part 35 lever member 35a force point part 35b action point part 35c fulcrum

Claims (5)

建物の壁に取り付ける縦樋本体と、壁の高さ方向に間隔を置いて突設した支持具と、該支持具に締結して前記縦樋本体を前記支持具に連結する連結具とからなり、
前記縦樋本体には、外周面から互いに対向する向きに突設して外周面との間に係合溝を形成する一対の連結リブを長さ方向に一体成形する一方、
前記連結具は、それぞれ間に前記支持具を挟む基端側の力点部と、該力点部から離れた先端にあって前記係合溝に係合可能な凸状に延びる作用点部と、該作用点部近くにあって前記力点部の厚さ方向一側に向け凸形状をなす支点部と、からなる一対の梃子部材で構成し、該梃子部材は、前記縦樋本体を前記支持具に連結するとき、互いの前記凸状支点部を突き当て状態で、前記作用点部をそれぞれ前記係合溝に係合させる一方、間に前記支持具を挟んだ前記力点部を締結手段で締め付けて、前記支持具に締結してなることを特徴とする、縦樋。
A vertical gutter body attached to a wall of a building, a support projecting at an interval in the height direction of the wall, and a connector that is fastened to the support and connects the vertical gutter body to the support ,
The vertical rod main body is integrally formed in the length direction with a pair of connecting ribs protruding from the outer peripheral surface in a direction facing each other and forming an engaging groove between the outer peripheral surface,
The coupling tool includes a proximal force point portion sandwiching the support member therebetween, a distal end away from the force point portion, and a projecting point portion that extends in a convex shape that can be engaged with the engagement groove, And a pair of lever members that are close to the action point portion and have a convex shape toward one side in the thickness direction of the force point portion, and the lever member includes the vertical rod main body as the support tool. When connecting, with the projecting fulcrum portions in abutment with each other, the action point portions are engaged with the engagement grooves, respectively, and the force point portions sandwiching the support tool therebetween are tightened with fastening means. A vertical gutter characterized by being fastened to the support.
前記縦樋本体は、前記連結リブを互いに対向する向きに外周面から斜めに突設して前記係合溝を奥側に向け次第に溝断面が先細になるように形成する一方、前記梃子部材は、前記作用点部を、前記係合溝の溝形状に合わせて先細凸状に形成し、前記縦樋本体を前記支持具に連結するとき、前記係合溝に樋長さ方向に摺動可能に係合してなることを特徴とする、請求項1に記載の縦樋。   The vertical rod main body is formed so that the connecting rib is obliquely projected from the outer peripheral surface in a direction facing each other, and the engagement groove is formed so that the groove section gradually becomes tapered toward the back side, while the lever member is The action point portion is formed in a tapered shape in accordance with the groove shape of the engagement groove, and when the vertical rod main body is connected to the support, it can slide in the hook length direction in the engagement groove. The downspout according to claim 1, wherein the downspout is engaged. 前記連結具は、前記梃子部材の支点部を半円状に湾曲させて形成し、その支点部の先端に前記作用点部を先細凸状に形成してなることを特徴とする、請求項1又は2に記載の縦樋。   2. The connecting device according to claim 1, wherein the fulcrum part of the lever member is formed by bending it in a semicircular shape, and the action point part is formed in a tapered shape at the tip of the fulcrum part. Or a downspout as described in 2. 前記連結具は、前記梃子部材の支点部を断面こぶ形の凸状に形成し、その支点部の先端に前記作用点部を断面靴形の先細凸状に形成してなることを特徴とする、請求項1、2又は3に記載の縦樋。   The connector is characterized in that the fulcrum portion of the lever member is formed in a convex shape with a cross-sectional shape, and the action point portion is formed in a tapered convex shape with a cross-sectional shoe shape at the tip of the fulcrum portion. The downspout according to claim 1, 2, or 3. 前記連結具は、前記梃子部材の先端部を断面ブーツ形に形成し、その先端部のうちの踵部位を凸状の前記支点部として形成し、爪先側を先細凸状の前記作用点部として形成してなることを特徴とする、請求項1、2、3又は4に記載の縦樋。   The coupling tool is formed such that the distal end portion of the lever member is formed in a cross-sectional boot shape, the heel portion of the distal end portion is formed as the convex fulcrum portion, and the toe side is formed as the tapered convex working point portion. The downspout according to claim 1, 2, 3 or 4, wherein the downspout is formed.
JP2008286053A 2008-11-07 2008-11-07 Downspout Active JP5212816B2 (en)

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