JP2017078303A - Gutter - Google Patents

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Publication number
JP2017078303A
JP2017078303A JP2015206957A JP2015206957A JP2017078303A JP 2017078303 A JP2017078303 A JP 2017078303A JP 2015206957 A JP2015206957 A JP 2015206957A JP 2015206957 A JP2015206957 A JP 2015206957A JP 2017078303 A JP2017078303 A JP 2017078303A
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Prior art keywords
nut
support
hole
wall
deformed
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川上 直彦
Naohiko Kawakami
直彦 川上
昌二 岡田
Shoji Okada
昌二 岡田
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Tanita Housingware Co Ltd
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Tanita Housingware Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a gutter that improves workability for mounting the gutter in a wall without dropping a nut in the work for clamping two members by fitting the nut in a bolt.SOLUTION: A gutter is configured as follows: an odd-shaped nut 40 is provided with a locking protrusion 40b in an outer circumference of a nut body 40a; alternatively, a connector 20 is provided with a nut mounting part 49 for mounting the odd-shaped nut by locking a locking protrusion to a locking groove 55 of a first connecting plate 35, and small protrusions 44, 45 are provided vertically by placing a through-hole 15 in between; a retaining part 59 for stopping and regulating the odd-shaped nut from slipping vertically in the width direction out of a recess 50 with small protrusions, the retaining part for regulating the odd-shaped nut from falling off out of the nut mounting part, is provided in an outside plate surface 20b; the odd-shaped nut is previously mounted in nut mounting part of the first connecting plate before the use and assembled so as not to come off; and it is performed so that there is no room of dropping the nut by taking wrong handling in the case of work when the odd-shaped nut is tightened in a screw part 25b inserted in the through-hole of the bolt and the connector is fixed to the supporting tool 16.SELECTED DRAWING: Figure 1

Description

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16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を支持する支持具sと、支持具sに縦樋本体tを連結する連結具jと、連結具jを覆うカバーcを備え、連結具jで縦樋本体tを支持具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. 16, this type of vertical gutter is fixed to a long cylindrical vertical gutter body t attached to a wall w of a building with a space in the height direction of the wall w. A support tool s for supporting the downarm main body t, a connection tool j for connecting the downboard main body t to the support tool s, and a cover c for covering the connection tool j. To be attached to the wall w (see Patent Document 1).

この従来の縦樋は、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を長さ方向に設け、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、支持具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、連結具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を付設している。   In this conventional vertical rod, in particular, the vertical axis main body t is provided with a support portion 1 that protrudes radially outward from the outer peripheral surface in the length direction, and has a convex shape with a triangular cross section that spreads outward from the outer peripheral surface. Forming. On the other hand, the support s includes a battledore support arm 2 including 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 connector j includes a first sandwiching plate 4 and a second sandwiching plate 5 connected by a connecting piece 3, and the first sandwiching plate 4 is provided with bolt holes 4 a made up of a plurality of rectangular long holes. The coupling bolt b1 and the clamping bolt b2 are engaged with the bolt holes 4a with bolt heads on the hole edges, respectively, and the second clamping plate 5 has the same position as that of the bolts b1 and b2. A plurality of bolt holes 5a made of rectangular long holes are provided, a connecting piece 6 is provided at the end opposite to the connecting piece 3 side, and holding pieces 7a and 7a are provided at one side edge of both holding plates 4 and 5. ing.

そこで、連結具jを用いて縦樋本体tを支持具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具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の通し穴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を締結している。   Therefore, when connecting the vertical gutter main body t to the support s using the coupler 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 tool j in a flat unfolded state is arranged on the supporting arm 2 to be bent, and then the connecting piece 3 is bent so that 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 through 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.

特開2009−150153号公報JP 2009-150153 A

しかし、従来の縦樋は、ボルトb1・b2の通し穴5aに挿し込んだねじ部先端にナット8を締め込んで連結部材jを支持部材sに締結するとき、作業が壁沿いの比較的不安定な高所で行なわれるため、小粒なナット8を摘んで取り扱っていると、うっかり取り落としてしまうことがある。すると、そのたびに地面まで降りてナットをいちいち回収してから、再び取付作業を行う必要があり、それだけ縦樋一連の取付作業に手間と時間がかかり作業性が悪いという課題があった。   However, in the conventional vertical shaft, when the nut 8 is fastened to the tip of the screw portion inserted into the through hole 5a of the bolts b1 and b2, and the connecting member j is fastened to the support member s, the operation is relatively incommensurate along the wall. Since it is carried out at a stable height, if a small nut 8 is picked and handled, it may be accidentally removed. Then, it is necessary to go down to the ground every time and collect the nuts one by one, and then perform the mounting work again, and there is a problem that the series of mounting work takes a lot of time and effort and the workability is poor.

そこで、本発明の目的は、ボルトにナットを嵌めて二つの部材を締め付ける作業をするときにナットを取り落とすことをなくして縦樋を壁に取り付ける作業性を向上させることにある。   Accordingly, an object of the present invention is to improve the workability of attaching a vertical rod to a wall without removing the nut when the nut is fitted to the bolt and the two members are tightened.

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固設する支持具16と、該支持具16に締結して前記縦樋本体10を前記支持具16に連結する連結具20を備え、該連結具20は、互いの内側板面20a間に前記支持具16を挟んで頭付ボルト25と異形ナット40を用いて締め付ける第1および第2連結板35・36を備え、それら連結板に有する通し穴15に挿し込んだ前記頭付ボルト25のねじ部25bに前記異形ナット40を螺合して前記支持具16に前記連結具20を締結する縦樋Tであって、前記異形ナット40には、ナット本体40aの外周に係止凸部40bを設ける一方、前記第1連結板35には、前記係止凸部40bを係止して前記異形ナット40を雌ねじ穴41が前記通し穴15の上を通る方向に移動自在に装着するナット装着部49と、該ナット装着部49から前記異形ナット40が脱落するのを規制する抜け止め部59を外側板面20bに形成することを特徴とする。   The invention according to claim 1 is, for example, as shown in the embodiment shown below, a vertical fence main body 10 attached to a wall W of a building, and a support 16 fixedly provided at intervals in the height direction of the wall W. The connecting tool 20 is fastened to the support tool 16 to connect the downboard main body 10 to the support tool 16. The connecting tool 20 has a head sandwiched between the inner plate surfaces 20a. The first and second connecting plates 35 and 36 are fastened by using the attached bolt 25 and the deformed nut 40, and the deformed nut 40 is inserted into the threaded portion 25b of the headed bolt 25 inserted into the through hole 15 of the connecting plate. And the locking nut 40 is provided on the outer periphery of the nut main body 40a while the first coupling is provided. The locking projection 40b is engaged with the plate 35. Thus, the nut mounting portion 49 for mounting the deformed nut 40 so that the female screw hole 41 can move in the direction passing over the through hole 15, and the omission for restricting the deformed nut 40 from dropping off from the nut mounting portion 49. The stop portion 59 is formed on the outer plate surface 20b.

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、前記通し穴15は、前記壁Wに固設した前記支持具16の傾き方向に長い長穴で形成してなることを特徴とする。   According to the second aspect of the present invention, in the vertical shaft T according to the first aspect, for example, as shown in the embodiment shown below, the through hole 15 is inclined by the support 16 fixed to the wall W. It is formed by a long hole in the direction.

請求項3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、前記支持具16と該支持具16に連結した前記連結具20をカバー60で覆ってなることを特徴とする。   A third aspect of the present invention provides a cover 60 that covers the support tool 16 and the connection tool 20 connected to the support tool 16 in the downspout T of the first aspect, for example, as shown in the following embodiment. It is characterized by being covered with.

請求項1に記載の発明によれば、縦樋本体を支持具に連結する連結具は、互いの内側板面間に支持具を挟んで頭付ボルトと異形ナットを用いて締め付ける第1および第2連結板を備え、それら連結板に有する通し穴に挿し込んだ頭付ボルトのねじ部に異形ナットを螺合して支持具に連結具を締結するとき、異形ナットには、ナット本体の外周に係止凸部を設ける一方、第1連結板には、係止凸部を係止して異形ナットを雌ねじ穴が通し穴の上を通る方向に移動自在に装着するナット装着部と、ナット装着部から異形ナットが脱落するのを規制する抜け止め部を外側板面に形成し、異形ナットを、その使用前に予め第1連結板のナット装着部に装着して外れないように組み立てる構成だから、そもそもボルトの通し穴に挿し込んだねじ部に異形ナットを締め込み2つの部材の連結具を支持具に締結する取付作業をする際に、取り扱いを誤って異形ナットを取り落とす余地はなく、その結果、余計な手間や時間をかけることなく、縦樋本体を効率よく壁Wに取り付けて作業性を向上させることができる。   According to the first aspect of the present invention, the connecting device for connecting the vertical rod main body to the support device is fastened using the headed bolt and the deformed nut with the support device sandwiched between the inner plate surfaces. When the deformed nut is screwed into the threaded portion of the head bolts inserted into the through holes of the connecting plates and the connector is fastened to the support, the deformed nut includes the outer periphery of the nut body. The first connecting plate is provided with a locking projection, and the first connecting plate has a nut mounting portion for locking the locking projection and mounting the deformed nut so that the female screw hole passes through the through-hole. A configuration in which a retaining portion for preventing the deformed nut from falling off from the mounting portion is formed on the outer plate surface, and the deformed nut is assembled to the nut mounting portion of the first connecting plate in advance so as not to be removed before use. So, in the first place, the threaded part inserted into the through hole of the bolt is deformed There is no room to accidentally remove the deformed nut when performing the installation work of tightening the nut and fastening the connecting member of the two members to the support, and as a result, without extra time and effort, The downboard main body can be efficiently attached to the wall W to improve workability.

請求項2に記載の発明によれば、壁に縦樋本体を取り付けるとき、支持具が壁に傾いて固設されていても、通し穴を、支持具の傾き方向に長い長穴で形成する一方、異形ナットを、係止凸部を雌ねじ穴が通し穴の上を通る第1連結板の幅方向に移動自在にナット装着部に装着するから、異形ナットを必要に応じて、樋長さ方向にずらして係合高さ位置を調整し、通し穴が連通するように簡単に位置合わせすることができる。   According to invention of Claim 2, when attaching a vertical gutter main body to a wall, even if a support tool is inclined and fixed to the wall, a through hole is formed with a long hole long in the inclination direction of the support tool. On the other hand, the deformed nut is mounted on the nut mounting portion so as to be movable in the width direction of the first connecting plate through which the female screw hole passes through the through hole through the locking convex portion. The position of the engagement height can be adjusted by shifting in the direction, and can be easily aligned so that the through hole communicates.

請求項3に記載の発明によれば、支持具および支持具に連結した連結具をカバーにより覆ってボルトやナットが露出して見栄えが悪化するのを防止することもできる。   According to the third aspect of the present invention, it is possible to prevent the appearance from being deteriorated by covering the support and the connection tool connected to the support tool with the cover to expose the bolts and nuts.

本発明の一例である縦樋を示す分解斜視図である。It is a disassembled perspective view which shows the vertical hook which is an example of this invention. 異形ナットを示す斜視図である。It is a perspective view which shows a deformed nut. (A)連結具の第1連結板(B)第2連結板を示す斜視図である。(A) It is a perspective view which shows the 1st connection plate (B) 2nd connection plate of a connection tool. 連結板の係合方法を、(A)互いの連結板の力点部を開いて(B)先端の作用点部間を狭めた段階において示す斜視図である。It is a perspective view which shows the engagement method of a connection plate in the step which (A) opened the force point part of each connection plate, and narrowed between the action point parts of the front-end | tip (B). 連結板の係合方法を、図4と逆向きに示す斜視図である。It is a perspective view which shows the engagement method of a connection board in the reverse direction to FIG. 縦樋のカバーを含む分解斜視図である。It is a disassembled perspective view containing the cover of a vertical fence. 縦樋のカバーを含む図6と同様な側面図である。It is a side view similar to FIG. 6 containing a cover of a vertical fence. 縦樋を、壁取付状態で示す平面図である。It is a top view which shows a vertical fence in a wall mounting state. 縦樋の取付施工方法を工程順(A)〜(E)に示す斜視図である。It is a perspective view which shows the installation construction method of a vertical fence in process order (A)-(E). 図9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9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9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9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. 縦樋を、カバーの分解状態で示す組立斜視図である。It is an assembly perspective view which shows a vertical hook in the disassembled state of a cover. カバーを被せて組付けを完了した縦樋の組立斜視図である。It is an assembly perspective view of the vertical hook which completed the assembly | attachment by covering. 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.

以下、図面を参照しつつ、本発明の実施の形態について説明する。   Hereinafter, embodiments 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示す分解斜視図である。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16と、支持具16に縦樋本体10を連結する連結具20と、支持具16に締結した連結具20を覆うカバー60を備え、連結具20で縦樋本体10を支持具16に連結して壁Wに取り付ける。   FIG. 1 is an exploded perspective view showing a vertical hook which is an example of the present invention. 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 16 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 16 and the cover 60 covering the connecting tool 20 fastened to the support tool 16 is provided. Attach to W.

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する。連結リブ10b・10bは、図6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する。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 is formed by an aluminum extrusion molding method, and has a length of a pair of connecting ribs 10b and 10b protruding from the outer peripheral surface in a direction facing each other on the outer peripheral surface of the long cylindrical main body portion 10a. Molded in one direction. As shown in FIG. 6, the connecting ribs 10b and 10b are obliquely projected from the outer peripheral surface of the main body 10a so as to face each other, and the engaging grooves 11 and 11 are directed to the inner side between the outer peripheral surfaces. The groove cross section is gradually formed to be 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.

支持具16は、内周面に雌ねじを螺設した雌ねじ穴12aを有する軸筒状のアンカー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の雌ねじ穴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、長手方向に横長楕円状のボルト挿通穴13を並設する。   The support 16 includes a shaft-shaped anchor 12 having a female screw hole 12 a in which a female screw is screwed on an inner peripheral surface, and a support arm 30 that is screwed to the anchor 12. The support arm 30 is a stainless steel clad plate metal fitting, and includes a screw shaft portion 30a to be screwed into the female screw hole 12a of the anchor 12, and a blade plate portion 30b extending in the axial direction from the end portion of the screw shaft portion 30a. In the wing plate portion 30b, a horizontally long elliptical bolt insertion hole 13 is arranged in parallel 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16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 16 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、中でも特に梃子の原理を利用して縦樋本体10を支持具16に連結する手段で、互いの内側板面20a・20a間に支持具16を挟んで頭付ボルト25と異形ナット40を用いて締め付ける一対の第1連結板35および第2連結板36を備える。   The connecting tool 20 is a means for connecting the vertical scissors main body 10 to the support tool 16 using the lever principle in particular, and the head bolt 25 is deformed by sandwiching the support tool 16 between the inner plate surfaces 20a and 20a. A pair of first connecting plate 35 and second connecting plate 36 that are tightened using a nut 40 are provided.

図示例の頭付ボルト25は六角ボルトである。異形ナット40は、図2に示すように六角ナットで、ナット本体40aの中心の雌ねじ穴41と同軸に外周に円形鍔状の係止凸部40bを設ける。   The headed bolt 25 in the illustrated example is a hexagon bolt. The deformed nut 40 is a hexagonal nut as shown in FIG. 2, and is provided with a circular hook-like locking projection 40b on the outer periphery coaxially with the female screw hole 41 at the center of the nut body 40a.

第1および第2連結板35・36は、図3、図4および図5にも示すように、それぞれアルミニウム製で肉厚に形成し、基端側の長手な力点部35a・36aと、力点部35a・36aから離れた先端にあって縦樋本体10の係合溝11に係合する作用点部35b・36bと、作用点部35b・36b近くに形成する支点部35c・36cを一体に成形する。   As shown in FIGS. 3, 4, and 5, the first and second connecting plates 35 and 36 are each made of aluminum and have a large thickness, and the proximal end side long force point portions 35 a and 36 a and the force point The action point portions 35b and 36b that engage with the engagement groove 11 of the vertical rod main body 10 at the tip away from the portions 35a and 36a and the fulcrum portions 35c and 36c formed near the action point portions 35b and 36b are integrally formed. Mold.

力点部35a・36a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の厚肉に形成し、片方の力点部35aは、異形ナット40の厚さに対応する深さの凹部50を短手な幅方向に横断して並設する一方、他方の力点部36aは、ボルト25の頭部25aの高さに対応する深さの凹部51を幅方向に横断して並設する。それら力点部35a・36aには、それぞれ凹部50・51の底に頭付ボルト25のねじ部25bを挿し通す通し穴15を穿設する。   The force point portions 35a and 36a correspond to the length of the wing plate portion 30b of the support arm 30 and are formed in a slightly long rectangular shape with a thickness of about 5 mm. The one force point portion 35a is the thickness of the deformed nut 40. The concave portions 50 having a depth corresponding to the height are arranged in parallel across the short width direction, while the other power point portion 36a widths the concave portion 51 having a depth corresponding to the height of the head 25a of the bolt 25. Install in parallel across the direction. A through hole 15 through which the threaded portion 25b of the headed bolt 25 is inserted is formed in the bottom of the concave portions 50 and 51 in the force point portions 35a and 36a, respectively.

第1連結板35において、支点部35cは、図3(A)、図4(A)および図5(A)に示すように、力点部35aの厚さ方向一側即ち内側板面20aから断面半円の凸状に形成し、更に作用点部35bを、支点部35cの先端から力点部35aの厚さ方向他側即ち外側板面20bに向け凸状に延ばして形成する。第2連結板36において、支点部36cは、図3(B)、図4(B)および図5(B)に示すように、力点部36aの厚さ方向一側即ち内側板面20aに第1連結板35の支点部35cに対応して嵌め合い可能な断面半円の凹状に形成し、更に作用点部36bを、支点部36cの先端から力点部36aの厚さ方向他側即ち外側板面20bに向け凸状に延ばして形成する。作用点部35b・36bは、共に縦樋本体10の係合溝11の溝形状に合わせて先薄な凸状に形成し、係合溝11に密着して係合する一方、樋長さ方向Lには摺動可能に係合する。   In the first connecting plate 35, the fulcrum portion 35c has a cross section from one side in the thickness direction of the force application portion 35a, that is, from the inner plate surface 20a, as shown in FIGS. 3 (A), 4 (A) and 5 (A). A semicircular convex shape is formed, and an action point portion 35b is formed by extending from the tip of the fulcrum portion 35c to the other side in the thickness direction of the force point portion 35a, that is, toward the outer plate surface 20b. In the second connecting plate 36, the fulcrum portion 36c is formed on one side in the thickness direction of the force point portion 36a, that is, on the inner plate surface 20a, as shown in FIGS. 3 (B), 4 (B) and 5 (B). The connecting plate 35 is formed in a semicircular concave shape that can be fitted in correspondence with the fulcrum part 35c of the connecting plate 35, and the action point part 36b is further extended from the tip of the fulcrum part 36c to the other side in the thickness direction of the force point part 36a. It is formed to extend in a convex shape toward the surface 20b. The action point portions 35b and 36b are both formed into a taper convex shape in accordance with the groove shape of the engagement groove 11 of the vertical rod main body 10, and are in close contact with the engagement groove 11 while being engaged with each other. L is slidably engaged.

連結具20は、第1連結板35において、力点部35cには、図1、図3、図4および図5に示すように、凹部50の向かい合う側壁に異形ナット40の円形鍔状係止凸部40bを係止する係止溝55を幅方向に設ける。凹部50の凹面50aにあいた通し穴15を間に置いて上下に小突起44・45を設けている。小突起44・45は、異形ナット40のナット本体40aの直径より長い間隔をあけて突設する。そこで、連結具20は、第1連結板35の外側側面20bにおいて、係止溝55に係止凸部40bを係止して小突起44・45間に凹部50内に異形ナット40を力点部35cの幅方向上下に移動自在に装着するナット装着部49を形成すると共に、それら装着した異形ナット40が凹部50から幅方向上下に擦り抜けるのを小突起44・45で止めて規制する抜け止め部59を形成する。そこで、本発明の縦樋Tにおいて、連結具20は、異形ナット40を、その使用前に予め第1連結板35のナット装着部49に装着して組み立ててなる。   As shown in FIGS. 1, 3, 4, and 5, the connecting tool 20 includes a circular hook-shaped locking projection of the deformed nut 40 on the side wall facing the recess 50, as shown in FIGS. 1, 3, 4, and 5. A locking groove 55 for locking the portion 40b is provided in the width direction. Small protrusions 44 and 45 are provided on the upper and lower sides of the through hole 15 in the concave surface 50a of the concave portion 50. The small protrusions 44 and 45 protrude with a longer interval than the diameter of the nut main body 40 a of the deformed nut 40. Therefore, the connector 20 is configured to lock the locking convex portion 40b in the locking groove 55 on the outer side surface 20b of the first connecting plate 35 and place the deformed nut 40 in the concave portion 50 between the small protrusions 44 and 45. A nut mounting portion 49 that is movably mounted up and down in the width direction of 35c is formed, and a retaining nut that restricts the mounted deformed nut 40 from rubbing through the recess 50 in the width direction up and down by small projections 44 and 45. A portion 59 is formed. Therefore, in the vertical shaft T of the present invention, the connecting tool 20 is assembled by mounting the deformed nut 40 on the nut mounting portion 49 of the first connecting plate 35 in advance before use.

加えて、縦樋Tは、図1および図6に示すように、支持具16と支持具16に連結した連結具20を覆うカバー60を備える。カバー60は、ベースの下カバー62と下カバー62に被せる箱形の上カバー61とからなる。下カバー62は、長手な矩形板材の両側縁に平行な取付レール62aを設ける。取付レール62aの外側にはスライド溝63を凹設する。上カバー61は、第1および第2連結板35・36を覆い隠せるように向かい合う一対の側板部と、それら側板部の上縁間の上板部とで断面コ形の長手ケース状に形成する。側板部の下縁内側に平行な係合リブ61aを形成する。   In addition, as shown in FIG. 1 and FIG. 6, the vertical shaft T includes a support 60 and a cover 60 that covers the connection tool 20 connected to the support tool 16. The cover 60 includes a base lower cover 62 and a box-shaped upper cover 61 that covers the lower cover 62. The lower cover 62 is provided with mounting rails 62a parallel to both side edges of a long rectangular plate material. A slide groove 63 is recessed outside the mounting rail 62a. The upper cover 61 is formed in a longitudinal case shape having a U-shaped cross section by a pair of side plate portions facing each other so as to cover the first and second connecting plates 35 and 36 and an upper plate portion between upper edges of the side plate portions. . An engaging rib 61a parallel to the inner side of the lower edge of the side plate portion is formed.

さて、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、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た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の雌ねじ穴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16を壁Wに固設し、図9(A)に示すように、壁面に対して羽板部30bを立てた状態で支持アーム30を壁Wにセットする。   Now, a construction method for attaching the vertical gutter main body 10 to the wall W in the vertical gutter T having the above-described configuration will be described. First, mounting holes are drilled one by one at predetermined positions spaced in the height direction of the wall W of the building to which the vertical gutter main body 10 is attached, and anchors 12 are embedded in the mounting holes. The support shaft 16 is fixed to the wall W by screwing the screw shaft portion 30a into the anchor 12 and screwing the support arm 30 to the anchor 12, and as shown in FIG. The support arm 30 is set on the wall W with the portion 30b upright.

次いで、縦樋本体10を、連結リブ10b・10bを支持具16の支持アーム30に対向させて配置してから、図9(B)および図10に示すように、支持アーム30の一側で第2連結板36の作用点部36bを一側の係合溝11に係合し、力点部36aを支持アーム30の羽板部30bに通し穴13・14が連通する位置で重ね合わせてから、図11に示すように、通し穴15に頭付ボルト25のねじ部25bをいったん挿し通し、第2連結板36を支持具16に掛け止める。   Next, after placing the downboard main body 10 with the connecting ribs 10b and 10b facing the support arm 30 of the support 16, as shown in FIG. 9B and FIG. After the action point portion 36b of the second connecting plate 36 is engaged with the engagement groove 11 on one side, the force point portion 36a is overlapped with the blade portion 30b of the support arm 30 at the position where the holes 13 and 14 communicate with each other. As shown in FIG. 11, the threaded portion 25 b of the headed bolt 25 is once inserted into the through hole 15, and the second connecting plate 36 is hooked on the support 16.

次いで、第1連結板35は、図9(C)および図12に示すように、支持アーム30の他側で作用点部35bを係合溝11に係合し、互いの支点部35c・36cが凹凸に嵌め合った状態で互いの力点部35a・36aで支持アーム30の羽板部30bを挟み付けて通し穴13・14・15が連通するサンドイッチ状態に連結具20をセットする。   Next, as shown in FIG. 9C and FIG. 12, the first connecting plate 35 engages the action point portion 35b with the engagement groove 11 on the other side of the support arm 30, and the fulcrum portions 35c and 36c of each other. The fitting 20 is set in a sandwich state in which the through-holes 13, 14, and 15 communicate with each other by sandwiching the wing plate 30 b of the support arm 30 with the mutual force point portions 35 a and 36 a in a state where they are fitted in irregularities.

このとき、第1および第2連結板35・36は、作用点部35b・36bが樋長さ方向Lに摺動可能に係合溝11に係合しているため、必要に応じて、樋長さ方向Lにずらして係合高さ位置を調整し、通し穴13・14・15が連通するように簡単に位置合わせすることができる。   At this time, the first and second connecting plates 35 and 36 are engaged with the engagement groove 11 so that the action point portions 35b and 36b are slidable in the flange length direction L. The engagement height position can be adjusted by shifting in the length direction L, and can be easily aligned so that the through holes 13, 14, and 15 communicate with each other.

しかる後、縦樋Tでは、図9(D)および図12に示すように、頭付ボルト25と異形ナット40を用いて連結具20を支持具16に締結する。改めて、頭付ボルト25を通し穴13・14・15に挿し通してから、図9(E)および図13に示すように、頭付ボルト25のねじ部25bに異形ナット40を螺合して締め込み、連結具20の第1および第2連結板35・36を支持具16の支持アーム30に締結し、縦樋本体10を連結具20と支持具16を介して壁Wで支持する。   After that, in the vertical shaft T, as shown in FIG. 9D and FIG. 12, the connecting tool 20 is fastened to the support 16 using the head bolt 25 and the deformed nut 40. After inserting the head bolt 25 into the through holes 13, 14, and 15 again, as shown in FIGS. 9E and 13, the deformed nut 40 is screwed into the threaded portion 25b of the head bolt 25. The first and second connection plates 35 and 36 of the connector 20 are fastened to the support arm 30 of the support 16, and the vertical rod main body 10 is supported by the wall W via the connector 20 and the support 16.

通常、このようにボルトの通し穴に挿し込んだねじ部にナットを締め込み2つの部材の連結具20を支持具16に締結するとき、縦樋本体10の取付作業が壁沿いの比較的不安定な高所で行なわれるため、小粒なナットを摘んで取り扱っていると、うっかり取り落とすことがあり、縦樋本体10の取付作業に余計な手間と時間がかかり作業性が低下する。   Normally, when the nut 20 is fastened to the threaded portion inserted into the through hole of the bolt in this way and the connecting member 20 of the two members is fastened to the support 16, the installation work of the vertical rod main body 10 is relatively incommensurate along the wall. Since the operation is performed at a stable height, if a small nut is picked and handled, the nut may be inadvertently removed, and the work of attaching the downspout main body 10 takes extra time and time, and the workability is reduced.

しかし、本発明の図示縦樋Tは、異形ナット40には、ナット本体40aの外周に鍔状の係止凸部40bを設ける一方、連結具20には、係止凸部40bを第1連結板35の係止溝55に係止して異形ナット40を装着するナット装着部49を設けると共に、通し穴15を間に置いて上下に小突起44・45を設け、異形ナット40が凹部50から幅方向上下に擦り抜けるのを小突起44・45で止めて規制する抜け止め部59をナット装着部49から異形ナット40が脱落するのを規制する抜け止め部59を外側板面20bに設け、異形ナット40を、その使用前に予め第1連結板35のナット装着部49に装着して外れないように組み立てる構成だから、そもそもボルトの通し穴に挿し込んだねじ部25bに異形ナット40を締め込み2つの部材の連結具20を支持具16に締結する取付作業をする際に、取り扱いを誤って異形ナット40を取り落とす余地がなく、その結果、余計な手間や時間をかけることなく、縦樋本体10を効率よく壁Wに取り付けて作業性を向上させることができる。   However, in the illustrated vertical rod T of the present invention, the deformed nut 40 is provided with a hook-shaped locking projection 40b on the outer periphery of the nut body 40a, while the locking projection 40b is connected to the connector 20 in the first connection. A nut mounting portion 49 for mounting the deformed nut 40 by locking with the locking groove 55 of the plate 35 is provided, and small protrusions 44 and 45 are provided in the upper and lower portions with the through hole 15 in between. The outer plate surface 20b is provided with a retaining portion 59 for restricting the deformed nut 40 from dropping off from the nut mounting portion 49. Since the deformed nut 40 is assembled in advance so that it does not come off by attaching it to the nut mounting portion 49 of the first connecting plate 35 before use, the deformed nut 40 is originally inserted into the threaded portion 25b inserted into the through hole of the bolt. Tightening 2 There is no room for accidentally removing the deformed nut 40 when attaching the connecting member 20 of the member to the support 16, and as a result, there is no need for extra effort and time. 10 can be efficiently attached to the wall W to improve workability.

しかも、本発明の図示縦樋Tでは、このように壁Wに縦樋本体10を取り付けるとき、支持具16が壁Wに傾いて固設されていても、通し穴15を、支持具16の傾き方向に長い楕円状の長穴で形成する一方、異形ナット40を、係止凸部40bを雌ねじ穴41が通し穴15の上を通る第1連結板35の幅方向に移動自在にナット装着部49に装着するから、異形ナット40を必要に応じて、樋長さ方向Lにずらして係合高さ位置を調整し、通し穴13・14・15が連通するように簡単に位置合わせすることができる。   Moreover, in the illustrated vertical gutter T of the present invention, when the vertical gutter main body 10 is attached to the wall W in this way, even if the support tool 16 is tilted and fixed to the wall W, the through hole 15 is provided in the support tool 16. On the other hand, an odd-shaped nut 40 is formed with an elliptical long hole that is long in the tilting direction, and the nut 40 is mounted so as to be freely movable in the width direction of the first connecting plate 35 through which the female screw hole 41 passes over the locking hole 40b Since it is attached to the portion 49, the deformed nut 40 is shifted in the heel length direction L as necessary to adjust the engagement height position, and is easily aligned so that the through holes 13, 14, and 15 communicate with each other. be able to.

以上のように、壁Wの高さ方向の各所定位置において、頭付ボルト25のねじ部25bに異形ナット40を締め込んで連結具20を支持具16に締結した後、縦樋Tは、それら連結具20と支持具16の下側において、図14に示すように、下カバー62を、先端の図示しない掛け止め部を縦樋本体10の係合溝11に掛け止め、下カバー62のスライド溝63に上カバー61の係合リブ61aを係合し、支持具16および該支持具に連結した連結具20を、図15に示すように、カバー60により覆ってボルトやナットが露出して見栄えが悪化するのを防止する。   As described above, at each predetermined position in the height direction of the wall W, after fastening the deformed nut 40 to the threaded portion 25b of the head bolt 25 and fastening the connector 20 to the support 16, the vertical rod T is As shown in FIG. 14, the lower cover 62 is hooked on the engaging groove 11 of the vertical rod main body 10 at the lower end of the lower cover 62, and the lower cover 62 of the lower cover 62 is As shown in FIG. 15, the engaging groove 61a of the upper cover 61 is engaged with the slide groove 63, and the supporting tool 16 and the connecting tool 20 connected to the supporting tool are covered with the cover 60 to expose the bolts and nuts. To prevent the appearance from deteriorating.

締結した連結具20および支持具16をこうしてカバー60で覆って締結すると、縦樋本体10が建物の壁Wに取り付けて縦樋Tを構築する。   When the fastened coupling tool 20 and the support tool 16 are thus covered with the cover 60 and fastened, the vertical gutter main body 10 is attached to the wall W of the building to construct the vertical gutter T.

さて、図示例の縦樋Tでは、連結具20を支持具16に連結するとき、図1に示すように、連結板35・36の支点部35c・36cが凹凸に嵌め合った状態で、作用点部35a・36aをそれぞれ係合溝11に係合し、間に支持アーム30を挟んだ力点部35a・36aを頭付ボルト25と異形ナット40の締結手段を用いて締め付けるため、梃子の原理が働き、即ち、支点部35c・36cから遠く離れた力点部35a・36aに締結手段による締め付け力が加わると、支点部35c・36cに近い作用点部35b・36b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、締結手段による締め付け力が作用点部35b・36bで大きな押圧力となって作用し、従って、作用点部35b・36b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に係着し、これにより、連結具20で縦樋本体10を支持具16に連結して堅固に締結する。   Now, in the vertical rod T of the illustrated example, when the connecting tool 20 is connected to the support tool 16, as shown in FIG. 1, the fulcrum portions 35 c and 36 c of the connecting plates 35 and 36 are engaged with the projections and depressions. Since the point portions 35a and 36a are engaged with the engaging groove 11 and the force point portions 35a and 36a sandwiching the support arm 30 therebetween are tightened using the fastening means of the head bolt 25 and the deformed nut 40, the principle of the lever That is, when the fastening force by the fastening means is applied to the force point portions 35a and 36a far from the fulcrum portions 35c and 36c, the action point portions 35b and 36b close to the fulcrum portions 35c and 36c are connected to the fulcrum portions as fulcrums. 10b and 10b are rotated in the direction to push open, and the tightening force by the fastening means acts as a large pressing force at the action point portions 35b and 36b. Therefore, the action point portions 35b and 36b are connected to the connecting rib 10b. And strongly pressed the outer peripheral surface between 10b and the ribs, and engaged with the engaging groove 11 in its coercive state, thereby firmly fastened by connecting a down pipe body 10 with connector 20 to the bracket 16.

T 縦樋
W 壁
10 縦樋本体
11 係合溝
12 アンカー
15 通し穴
16 支持具
20 連結具
25 頭付ボルト
35 第1連結板
36 第2連結板
40 異形ナット
41 雌ねじ穴
49 ナット装着部
55 係止溝
59 抜け止め部
60 カバー
T vertical shaft W wall 10 vertical main body 11 engagement groove 12 anchor 15 through hole 16 support tool 20 connection tool 25 headed bolt 35 first connection plate 36 second connection plate 40 deformed nut 41 female screw hole 49 nut mounting portion 55 Stop groove 59 Retaining part 60 Cover

Claims (3)

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固設する支持具と、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を備え、該連結具は、互いの内側板面間に前記支持具を挟んで頭付ボルトと異形ナットを用いて締め付ける第1および第2連結板を備え、それら連結板に有する通し穴に挿し込んだ前記頭付ボルトのねじ部に前記異形ナットを螺合して前記支持具に前記連結具を締結する縦樋であって、
前記異形ナットには、中心に雌ねじ穴を有するナット本体の外周に係止凸部を設ける一方、前記第1連結板には、前記係止凸部を係止する前記異形ナットを雌ねじ穴が前記通し穴の上を通る方向に移動自在に装着するナット装着部と、該ナット装着部から前記異形ナットが脱落するのを規制する抜け止め部を外側板面に形成してなる、縦樋。
A downspout main body attached to the wall of the building, a support fixture fixed at an interval in the height direction of the wall, and a connecting tool fastened to the support to connect the downspout main body to the support, The connecting device includes first and second connecting plates that are clamped by using a headed bolt and a deformed nut with the support member interposed between the inner plate surfaces, and inserted into through holes provided in the connecting plates. A vertical hook for screwing the deformed nut into a threaded portion of a head bolt and fastening the coupling to the support,
The deformed nut is provided with a locking projection on the outer periphery of a nut body having a female screw hole at the center, while the deformed nut for locking the locking projection is formed on the first connecting plate with the female screw hole. A vertical gutter comprising a nut mounting portion that is movably mounted in a direction passing through a through hole, and a retaining portion that restricts the deformed nut from dropping from the nut mounting portion.
前記通し穴は、前記壁に固設した前記支持具の傾き方向に長い長穴で形成してなる、請求項1に記載の縦樋。   The vertical gutter according to claim 1, wherein the through hole is formed as a long hole that is long in a tilt direction of the support member fixed to the wall. 前記支持具と該支持具に連結した前記連結具をカバーで覆ってなる、請求項1又は2記載の縦樋。   The vertical gutter according to claim 1 or 2, wherein the support and the connector connected to the support are covered with a cover.
JP2015206957A 2015-10-21 2015-10-21 Gutter Pending JP2017078303A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110226526A (en) * 2019-07-18 2019-09-13 智慧畜牧机械河北有限公司 A kind of transformation of V-type catheter dropping pit and construction and installation device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110226526A (en) * 2019-07-18 2019-09-13 智慧畜牧机械河北有限公司 A kind of transformation of V-type catheter dropping pit and construction and installation device

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