JPH09268723A - Downspout adjusting joint - Google Patents

Downspout adjusting joint

Info

Publication number
JPH09268723A
JPH09268723A JP9905296A JP9905296A JPH09268723A JP H09268723 A JPH09268723 A JP H09268723A JP 9905296 A JP9905296 A JP 9905296A JP 9905296 A JP9905296 A JP 9905296A JP H09268723 A JPH09268723 A JP H09268723A
Authority
JP
Japan
Prior art keywords
pipe
downspout
building
slidable
wall surface
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9905296A
Other languages
Japanese (ja)
Inventor
Naohiko Kawakami
上 直 彦 川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TANITA HAUJINGU WEAR KK
Original Assignee
TANITA HAUJINGU WEAR KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TANITA HAUJINGU WEAR KK filed Critical TANITA HAUJINGU WEAR KK
Priority to JP9905296A priority Critical patent/JPH09268723A/en
Publication of JPH09268723A publication Critical patent/JPH09268723A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08Down pipes; Special clamping means therefor
    • E04D2013/0833Elbow pieces

Landscapes

  • Joints Allowing Movement (AREA)

Abstract

PROBLEM TO BE SOLVED: To locate a downspout at any arbitrary position during work by giving freely slidable shape to an upper bend pipe connected to an upper downspout at the downstream side and also to an lower bend pipe to be connected to a lower downspout at upstream side and fitting them together. SOLUTION: An increased pipe diameter portion 11 is provided at the upstream side of an upper bend pipe 1, and an inner sliding pipe 12 is formed at the downstream side through an intermediate bend portion of about 45 deg.. The lower bend pipe 2 is provided with an outer slidable pipe 21 having a shape fitted to the outside of the inner slidable pipe 12 and a lower end portion 22 fitting and connectable to the increased pipe diameter portion of the downspout at downstream side. Material should be stainless steel plate. When working, the inner slidable pipe 12 and the outer slidable pipe 21 must be first slided and adjusted and located near a projected portion of a building, to which the pipe joint will be secured. Next, the downspout is connected to the increased pipe diameter portion 11 and the lower end portion 22 respectively and are fixed to wall surface with metal fittings. By doing this, the downspout can be built along the wall surface in alignment with the shape of the projected portion from the building. Thus, work can be performed very easily and good outer appearance of joints can be provided.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はステンレス鋼板などの金
属板を屈曲した筒状に成形し、摺動自在に組み合わせ、
たてといの軸位置をずらせて接続施工するときに使用す
る調整継手に関するものである。
BACKGROUND OF THE INVENTION The present invention is formed by bending a metal plate such as a stainless steel plate into a bent tubular shape and slidably combining them.
The present invention relates to an adjusting joint used when connecting and constructing by shifting the axial position of a vertical rail.

【0002】[0002]

【従来の技術】ビルなどの建物の壁面に沿って施工する
金属製たてといは、たとえばステンレス製の場合は0.
6mmないし1.0mm程度の厚さの板を筒状に成形し
たパイプを使用している。このたてといの上部は屋上な
どのドレンと接続し、建物の壁面に金具で固定して施工
するものである。
2. Description of the Related Art A metal ledge for construction along a wall surface of a building such as a building is, for example, stainless steel.
A pipe formed by forming a plate having a thickness of about 6 mm to 1.0 mm into a tubular shape is used. The upper part of this vertical tower is connected to the drain on the rooftop and fixed on the wall of the building with metal fittings.

【0003】しかし建物の壁面の施工する場所にはは必
ずしも平担とは限らず、窓や駆体や配管などの様々な突
起構造がある。この様な場所に施工するたてといは、例
えば上部より一直線に地上まで落とせないため、途中で
「引き回し」と称して様々な方向に導いてから地上の埋
設管などに排水するのが普通であった。
However, the place where the wall surface of the building is constructed is not always flat, and there are various protruding structures such as windows, bodies and pipes. For example, it is not possible to drop a straight line from the upper part to the ground straight in such a place, so it is common to call it in the middle in various directions, and then drain it to a buried pipe on the ground. there were.

【0004】この引き回しは壁面に沿った平面方向だけ
でなく、建物形状によっては壁面から突出した垂直方向
の調整も必要となることもあった。すなわち建物の外形
構造との関係で壁面から数cmないし数十cm程度の突
出部分が発生することは多かった。このような建物の壁
面にたてといを垂下施工する場合、突出部分を避けるよ
うにしてたてといを引き回して施工しなければならなか
った。
[0006] This routing requires adjustment not only in the plane direction along the wall surface but also in the vertical direction protruding from the wall surface depending on the shape of the building. That is, in many cases, a projecting portion of several cm to several tens of cm is generated from the wall surface in relation to the external structure of the building. In the case of hanging a vertical tower on the wall surface of such a building, it was necessary to draw around the vertical tower so as to avoid the protruding portion.

【0005】[0005]

【発明が解決しようとする課題】この建物の突出部分を
避けるための引き回し作業は、多くの接続部品が必要と
なるため、その作業にも手間が掛かるものであった。す
なわち施工する場所の寸法長さを一つずつ計って接続部
品を製作調整したりするため、コスト的にも高価なもの
であった。またステンレス鋼板などの場合には加工も困
難なため、部品の精度も不十分となりやすく、雨漏れな
どの機能上の心配と共に施工後の外観も十分なものとは
言えなかった。
The routing work for avoiding the projecting portion of the building requires a lot of connecting parts, which is troublesome. In other words, since the connecting parts are manufactured and adjusted by measuring the dimensional length of the construction site one by one, the cost is high. Further, in the case of stainless steel plate, etc., it is difficult to process, so the precision of the parts is likely to be insufficient, and there is a functional concern such as rain leakage, and the appearance after construction cannot be said to be sufficient.

【0006】また地上部分でたてといと埋設管の位置が
ずれたりすると、接続できない等の自体も生じた。
[0006] Further, if the position of the buried pipe deviates from the position on the ground, the connection itself may occur.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するた
め、本願に係る調整継手はたてといを施工するに際し、
建物の突出部分を避けて引き回す際に摺動自在に調整で
き、またその調整幅も任意に設定できるものである。す
なわち水上側がたてといに外嵌するために拡管し、水下
側が材料厚分程度に細管となった上部屈曲管と、この細
管に摺動自在に外嵌して調整できる下部屈曲管を組み合
わせて、たてといの壁面からの距離を調整して施工でき
るものである。
In order to solve the above-mentioned problems, the adjusting joint according to the present invention has a
It can be slidably adjusted when it is drawn around the projecting part of the building, and its adjustment width can be set arbitrarily. That is, a combination of an upper bending pipe that expands the water side for vertical fitting to the outside and a water bending side that is a thin tube to the thickness of the material and a lower bending tube that can be slidably fitted on the thin tube and adjusted The construction can be done by adjusting the distance from the wall of the vertical tower.

【0008】あるいは埋設管とのずれを調整するときに
は、調整継手の方向を変えれば、壁面に対して平行方向
にも調整が可能となるものである。
Alternatively, when adjusting the deviation from the buried pipe, the adjustment can be performed in the direction parallel to the wall surface by changing the direction of the adjusting joint.

【0009】[0009]

【作用】この様に建物の壁面にそって上部から施工され
てきたたてといに、建物の突出部分で上部屈曲管の水上
側を接続し、次にその下に下部屈曲管を嵌合し、摺動さ
せながら突出位置を調整して施工する。そして下部屈曲
管の水下側に下部のたてといを接続すれば、たてといを
ずらした位置で施工でき、さらに複雑な場合はこのよう
な作業を繰り返せば容易にたてといの引き回し作業が行
えるものである。(図4)
[Operation] As the vertical construction has been performed from above along the wall surface of the building, connect the water side of the upper bending pipe at the projecting portion of the building, and then fit the lower bending pipe below it. , Adjust the projecting position while sliding it. If you connect the lower vertical to the water side of the lower bent pipe, you can install it in a position where the vertical is staggered, and if it is more complicated, you can easily carry out the work of routing the vertical by repeating such work. Can be done. (FIG. 4)

【0010】[0010]

【実施例】以下本発明を添付図面に示した一実施例に基
づいて詳説する。図1は本発明に係る一実施例である調
整継手Aの分解斜視図であり、図2及び図3は接続した
ときの側面図を示す。上部に隣接するたてといBは、厚
さ0.6mmないし1.0mm程度のステンレス鋼板製
の円筒形状をなしており、その下部に接続する調整継手
Aは同様のステンレス鋼板より製作される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to an embodiment shown in the accompanying drawings. FIG. 1 is an exploded perspective view of an adjusting joint A which is an embodiment according to the present invention, and FIGS. 2 and 3 are side views when they are connected. The table B adjacent to the upper part has a cylindrical shape made of a stainless steel plate having a thickness of about 0.6 mm to 1.0 mm, and the adjusting joint A connected to the lower part thereof is made of the same stainless steel plate.

【0011】この調整継手Aは、たてといの中心軸をず
らせて接続するときに施工され、上部屈曲管1と下部屈
曲管2より構成される。上部屈曲管1の水上側の上端部
はたてといに外嵌するための拡管部11が設けられ、中
間に屈曲部分を介して水下側に材料厚分程度に細管とな
っている内摺動管12が形成されている。この屈曲部分
の角度は本実施例では約45度で屈曲した構造である
が、後述するように他の角度でも十分に可能であるのは
当然である。
The adjusting joint A is constructed when the center axes of the vertical rails are displaced and connected, and is composed of an upper bending pipe 1 and a lower bending pipe 2. The upper bent portion of the upper bent pipe 1 on the water side is provided with an expanded pipe portion 11 for external fitting on a vertical end, and an inner slide which is a thin pipe having a material thickness on the water side through a bent portion in the middle. A moving tube 12 is formed. In the present embodiment, the angle of this bent portion is bent at about 45 degrees, but as will be described later, it is naturally possible to use other angles.

【0012】また上部屈曲管1に接続する下部屈曲管2
は、上部屈曲管1の水下側に摺動自在に外嵌可能な形状
となっており、また水下側には下部に接続するたてとい
Bの拡管部3などと嵌合接続される。すなわち上部屈曲
管1と下部屈曲管2との摺動嵌合深さによって、接続す
るたてといのずれを調整するものであり、図2において
ずれの量がW1と少ないときには深く嵌合させればよ
く、ずれの量がW2と大きいときには嵌合を浅くすれば
よい(図3)。
Further, a lower bent tube 2 connected to the upper bent tube 1
Has a shape that can be slidably fitted on the underwater side of the upper bent pipe 1, and is fitted and connected to the expanded portion 3 of the tee B and the like connected to the lower side on the underwater side. . That is, the sliding fitting depth of the upper bending tube 1 and the lower bending tube 2 is used to adjust the deviation of the vertical joints to be connected. If the amount of deviation is as large as W2, the fitting may be shallow (Fig. 3).

【0013】すなわち施工するに際して、たてといを施
工する建物の突出部分にあわせて調整継手を摺動させて
適宜な嵌合深さに調整してずらす量に合わせておく。そ
の後、それぞれ上下にたてといを接続して金具Cにて施
工すれば壁面Dの変化に対応して施工できるものである
(図4)。
That is, at the time of construction, the adjusting joint is slid according to the projecting portion of the building to be constructed, and the fitting depth is adjusted to an appropriate fitting depth to match the amount of shift. After that, if the vertical blades are connected to each other and the metal fittings C are used for the construction, the construction can be carried out according to the change of the wall surface D (FIG. 4).

【0014】また図5において屈曲部分の角度を変化さ
せ、角度を大きくして約60度であるXとした時には上
述した調整範囲Wも広くとることができ、図6の如く角
度を小さくして約30度のYとした時には調整範囲は狭
いが反面微調整が可能となるなどの効果もある。
Further, in FIG. 5, when the angle of the bent portion is changed to increase the angle to X which is about 60 degrees, the adjustment range W described above can be widened, and the angle can be decreased as shown in FIG. When Y is set to about 30 degrees, the adjustment range is narrow, but on the other hand, fine adjustment is possible.

【0015】また本実施例では壁面に対してのずれの調
整について記載したが、たてといBと埋設管などとのず
れに対しても十分に対応でき、さらに摺動部分の長さを
長くすれば調整範囲も広くなり、本発明の範囲内での応
用範囲も幅広いものである。
In this embodiment, the adjustment of the displacement with respect to the wall surface has been described, but it is possible to sufficiently cope with the displacement between the vertical shaft B and the buried pipe, and the length of the sliding portion is increased. If so, the adjustment range is widened, and the application range within the scope of the present invention is wide.

【0016】[0016]

【発明の効果】上記したように本発明に係るたてとい調
整継手は、壁面に沿って施工されるたてといを建物の突
出部分を避けて施工するに際し、摺動部分を移動してず
れ幅を調整することにより極めて簡単に施工することが
できるものとなる。
As described above, in the vertical joint adjusting joint according to the present invention, when the vertical rail to be constructed along the wall surface is constructed so as to avoid the projecting portion of the building, the sliding portion is moved and displaced. By adjusting the width, the work can be performed very easily.

【0017】また傾斜の上下の屈曲管の角度の変えたも
のを使用すれば、その調整範囲を広くしたり、調整範囲
を狭くすると微調整なども可能となるものである。
Further, by using a bending tube having different angles of inclination above and below the inclination, the adjustment range can be widened or the adjustment range can be narrowed to enable fine adjustment.

【0018】したがってたてといを無理に変形させたり
することもなく施工後の外観も良好となるものであり、
本発明の実施には特に材質などを問わないため、本実施
例であるステンレス鋼板以外にも他の金属板や、合成樹
脂などでも実施可能である。
[0018] Therefore, the appearance after construction will be good without forcibly deforming the vertical head.
Since the material of the present invention is not particularly limited, the present invention can be carried out using other metal plates or synthetic resins in addition to the stainless steel plate of this embodiment.

【図面の簡単な説明】[Brief description of drawings]

【図1】は本発明に係る調整継手の分解斜視図、FIG. 1 is an exploded perspective view of an adjustment joint according to the present invention,

【図2】は同上の調整継手を浅く接続したときの側面
図、
[Fig. 2] is a side view of the adjustment joint of the above when shallowly connected,

【図3】は同じく調整継手を深く接続したときの側面
図、
[Fig. 3] is a side view when the adjustment joint is deeply connected,

【図4】は調整継手を建物の壁面に施工したときの側面
断面図である。
FIG. 4 is a side sectional view when the adjustment joint is installed on the wall surface of the building.

【図5】は調整継手の上下の屈曲管の角度を変化させた
時の側面図、
FIG. 5 is a side view when the angles of the upper and lower bending tubes of the adjusting joint are changed,

【図6】は調整継手の上下の屈曲管の角度を変化させた
時の側面図である。
FIG. 6 is a side view when the angles of the upper and lower bending tubes of the adjusting joint are changed.

【符号の説明】[Explanation of symbols]

A・・・調整継手 B・・・たてとい C・・・金具 D・・・壁面 1・・・上部屈曲管 11・・拡管部 12・・内摺動管 2・・・下部屈曲管 21・・外摺動管 22・・水下端部 3・・・拡管部 A ... Adjusting joint B ... Vertical C ... Metal fitting D ... Wall surface 1 ... Upper bending pipe 11 ... Expanding portion 12 ... Inner sliding pipe 2 ... Lower bending pipe 21 ..Outer sliding tube 22..Water lower end 3 ... Expansion section

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】金属薄板を筒状に成形してなるたてといの
継手に於て、水上側に拡管部を設け、水下側に屈曲した
細管部を有する上部屈曲管と、水上側を上記細管部に摺
動自在に外嵌できる下部屈曲管より構成されるたてとい
調整継手。
1. A joint for a warp made by forming a thin metal plate into a tubular shape, in which an expanded pipe portion is provided on the water upper side, and an upper bent pipe having a bent thin pipe portion on the water side and a water upper side A vertical adjustment joint composed of a lower bent tube that can be slidably fitted onto the thin tube portion.
【請求項2】上部屈曲管と下部屈曲管の角度が30度な
いし60度をもって構成される請求項1記載のたてとい
調整継手。
2. The vertical adjustment joint according to claim 1, wherein the angle between the upper bent tube and the lower bent tube is 30 to 60 degrees.
JP9905296A 1996-03-28 1996-03-28 Downspout adjusting joint Pending JPH09268723A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9905296A JPH09268723A (en) 1996-03-28 1996-03-28 Downspout adjusting joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9905296A JPH09268723A (en) 1996-03-28 1996-03-28 Downspout adjusting joint

Publications (1)

Publication Number Publication Date
JPH09268723A true JPH09268723A (en) 1997-10-14

Family

ID=14236827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9905296A Pending JPH09268723A (en) 1996-03-28 1996-03-28 Downspout adjusting joint

Country Status (1)

Country Link
JP (1) JPH09268723A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2477036A (en) * 2010-01-18 2011-07-20 Hunter Plastics Ltd Telescopic down pipe connector

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2477036A (en) * 2010-01-18 2011-07-20 Hunter Plastics Ltd Telescopic down pipe connector
GB2477036B (en) * 2010-01-18 2015-08-19 Hunter Plastics Ltd A connector

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