JP2006214144A - Discharge port drain - Google Patents

Discharge port drain Download PDF

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JP2006214144A
JP2006214144A JP2005027425A JP2005027425A JP2006214144A JP 2006214144 A JP2006214144 A JP 2006214144A JP 2005027425 A JP2005027425 A JP 2005027425A JP 2005027425 A JP2005027425 A JP 2005027425A JP 2006214144 A JP2006214144 A JP 2006214144A
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joint pipe
drain
joint
pipe section
water guide
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Masashi Tokumoto
昌司 徳本
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BUNKA SANGYO KK
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BUNKA SANGYO KK
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Priority to JP2005027425A priority Critical patent/JP2006214144A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a discharge port drain capable of solving such a problem that a water transmission pipe has the fear of slipping off from a joint pipe section only by outside fitting the water transmission pipe to the joint pipe section when the outer circumferential surface of the joint pipe section of the discharge port drain necessary to connect the water transmission pipe thereto remains in a circle. <P>SOLUTION: In the discharge port drain having the joint pipe section 2 outside fitting the water transmission pipe 14 thereto and a flange section 3, the joint pipe section 2 is made of a slightly elastic deformable hard material in the direction of a radius, and the front side thereof is molded in a tapered shape and, at the same time, when the water transmission pipe 14 is outside fitted to the joint pipe section 2, each swelling section 21 is pushed inward (the joint pipe section 2 is elastically deformed), and the water transmission pipe 14 can be firmly interconnected to the joint pipe section 2 by restoring force of the joint pipe section 2 by providing the vertical swelling sections 21 brought into pressure-contact with the inside of the water transmission pipe 14 to a plurality of places in the circumferential direction on the outer circumferential surface of the joint pipe section 2. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本願発明は、例えばバルコニーのスラブに形成した排水口に取付ける排水口ドレーン(継手管部の一端部にフランジ部を有するもの)に関するものである。   The present invention relates to a drain port drain (having a flange portion at one end of a joint pipe portion) attached to a drain port formed on a slab of a balcony, for example.

例えばバルコニーのスラブには、雨水や洗濯水等を排水するための排水通路が設けられるが、この排水通路には、スラブの排水穴に取付けて導水管を接続するための排水口ドレーンが使用される。   For example, a balcony slab is provided with a drainage passage for draining rainwater, washing water, etc., and this drainage passage uses a drain outlet drain that is attached to the drainage hole of the slab and connects the conduit. The

この排水口ドレーンの公知例として、図9に示すものがあるが、この図9に示す排水口ドレーン1Aは、比較的短い長さ(例えば100〜200mm)の継手管部2の上端部にフランジ部(つば)3を一体に成形したものである。継手管部2は、全長さ範囲に亘って径方向断面の外周面2aが円形である。又、該継手管部2は、僅かではあるが先細テーパー状に成形されており、継手管部2の下部側外周部に導水管14の端部を接続(外嵌合)させ易くしている。   As a known example of this drainage drain, there is the one shown in FIG. 9, but the drainage drain 1A shown in FIG. 9 has a flange at the upper end of the joint pipe part 2 having a relatively short length (for example, 100 to 200 mm). The part (rib) 3 is formed integrally. The joint pipe portion 2 has a circular outer peripheral surface 2a in the radial cross section over the entire length range. Further, the joint pipe part 2 is formed in a taper taper shape to a slight extent, so that the end part of the water guide pipe 14 can be easily connected (externally fitted) to the lower outer peripheral part of the joint pipe part 2. .

又、近年では、この種の排水口ドレーンとして、ガラス繊維強化プラスチック(FRP)製のものが出回っているが、この図9の排水口ドレーン1AもFRP製である。この種のFRP製排水口ドレーンでは、肉厚が薄くても(例えば、厚さ1〜1.5mm)高強度である。尚、この種のFRP製排水口ドレーンとしては、例えば特開2004−107916号公報(特許文献1)に記載されたものがある。   In recent years, a glass fiber reinforced plastic (FRP) made of this kind of drainage drain has been on the market. The drainage drain 1A shown in FIG. 9 is also made of FRP. This type of FRP drain outlet has high strength even if the wall thickness is thin (for example, a thickness of 1 to 1.5 mm). In addition, as this kind of FRP drain outlet drain, there exist some which were described in Unexamined-Japanese-Patent No. 2004-107916 (patent document 1), for example.

図9の排水口ドレーン1Aは、例えば図10に示すように、継手管部2の外周面2aに導水管14の上端開口14aを下方から強く圧入(外嵌合)して継手管部2と導水管14を連続させた状態で、スラブ11に形成した排水穴12に上方から導水管14及び継手管部2を差込み、継手管部2のフランジ部3を排水穴12の口縁部(凹段部13)上に載せてセットする。導水管14は、一般に塩化ビニル製(肉厚が2〜3mm程度)のものが使用されているが、この種の塩化ビニル製導水管14は、径方向にほとんど弾性変形しない。尚、図10に示すように、排水口ドレーンのフランジ部3の肉厚が薄いと、該フランジ部3上面の突出高さが低くなってスラブ11上の雨水等が継手管部2内へ流入し易くなるので、施工上有利である。   For example, as shown in FIG. 10, the drain outlet 1 </ b> A in FIG. 9 is formed by strongly press-fitting (outside fitting) the upper end opening 14 a of the water conduit 14 into the outer peripheral surface 2 a of the joint pipe part 2 from below. In a state where the water guide pipe 14 is continuous, the water guide pipe 14 and the joint pipe portion 2 are inserted into the drain hole 12 formed in the slab 11 from above, and the flange portion 3 of the joint pipe portion 2 is connected to the rim portion (recessed) of the drain hole 12. Set on step 13). The water conduit 14 is generally made of vinyl chloride (having a thickness of about 2 to 3 mm), but this kind of vinyl chloride conduit 14 is hardly elastically deformed in the radial direction. In addition, as shown in FIG. 10, if the thickness of the flange portion 3 of the drain outlet is thin, the protrusion height of the upper surface of the flange portion 3 is lowered, and rainwater or the like on the slab 11 flows into the joint pipe portion 2. This is advantageous in terms of construction.

特開2004−107916号公報JP 2004-107916 A

図9に示す従来の排水口ドレーン1Aでは、継手管部2の下部に導水管14を接続させるのに、該導水管14の端部開口14aを継手管部2の外周面に下方から圧入することによって行われる。尚、導水管14と継手管部2との接続部には、必要に応じて接着剤を塗布することもある。   In the conventional drain outlet drain 1 </ b> A shown in FIG. 9, the end opening 14 a of the water conduit 14 is pressed into the outer peripheral surface of the joint tube 2 from below in order to connect the water conduit 14 to the lower portion of the joint tube 2. Is done by. In addition, an adhesive may be applied to the connecting portion between the water guide pipe 14 and the joint pipe portion 2 as necessary.

ところで、図9の排水口ドレーン1Aを使用した場合は、継手管部2の外周面2a及び導水管14の端部開口縁14aはそれぞれ円形であるので、導水管14の端部開口14aを継手管部2の外周面2aに外嵌合させると、導水管14の端部開口縁14aの全周が継手管部外周面2aの全周に接触した時点(図10の状態)で、それ以上の両者の嵌合(進入)が不能になる。即ち、導水管14の端部開口縁14aの全周が継手管部外周面2aの全周に同時に接触すると、継手管部2の外周面2aを径方向内方に弾性変形させることができず、従ってそれ以上両管を深く嵌合させようとしても、両管がそれ以上進入しない。このことは、両管の接合部分が単に接触している程度の比較的弱いものであることを意味する。   By the way, when the drain outlet 1A of FIG. 9 is used, since the outer peripheral surface 2a of the joint pipe part 2 and the end opening edge 14a of the water guide pipe 14 are each circular, the end opening 14a of the water pipe 14 is connected to the joint. When the outer peripheral surface 2a of the pipe part 2 is externally fitted, when the entire circumference of the end opening edge 14a of the water conduit 14 comes into contact with the entire circumference of the joint pipe outer peripheral surface 2a (the state of FIG. 10), it is more than that. The fitting (entrance) between the two becomes impossible. That is, if the entire circumference of the end opening edge 14a of the water conduit 14 simultaneously contacts the entire circumference of the joint pipe outer peripheral surface 2a, the outer peripheral surface 2a of the joint pipe part 2 cannot be elastically deformed radially inward. Therefore, even if it is going to fit both pipes deeply further, both pipes do not enter any more. This means that the joint portion of both pipes is relatively weak so that it is merely in contact.

従って、図9及び図10に示す従来の排水口ドレーン1Aを使用したものでは、継手管部2と導水管14との接続強度が弱く(単に接触している程度の接続強度である)、両管の接続部間に接着剤を介在させないと、導水管14が継手管部2から抜け外れるおそれがあった。又、両管の接続部間に接着剤を介在させたものでも、該接着剤の接着機能が経時変化により弱くなり、延いては導水管14の抜け外れが起こることがある。   Therefore, in the case where the conventional drain outlet 1A shown in FIGS. 9 and 10 is used, the connection strength between the joint pipe portion 2 and the water conduit 14 is weak (the connection strength is just the degree of contact). If no adhesive is interposed between the connecting portions of the pipes, the water guide pipe 14 may come off the joint pipe part 2. Further, even if an adhesive is interposed between the connecting portions of both pipes, the adhesive function of the adhesive may be weakened due to changes over time, and the water guide pipe 14 may come off.

本願発明は、上記した従来の排水口ドレーンの問題点に鑑み、継手管部と導水管との接続強度を高強度にでき、しかも両管の接合部間に接着剤を不要にし得るようにした排水口ドレーンを提供することを目的としている。   In view of the above-described problems of the conventional drain outlet drain, the present invention can increase the connection strength between the joint pipe portion and the water conduit, and can eliminate the need for an adhesive between the joint portions of the two pipes. The purpose is to provide drainage drains.

本願発明は、上記課題を解決するための手段として次の構成を有している。尚、本願発明は、例えばバルコニーのスラブ等に形成された排水穴に取付けられる排水口ドレーンを対象にしている。   The present invention has the following configuration as means for solving the above problems. The present invention is directed to a drain outlet that is attached to a drain hole formed in, for example, a balcony slab.

本願請求項1の発明
本願請求項1の発明の排水口ドレーンは、導水管を外嵌合させる継手管部と該継手管部の一端部(上端部)にフランジ部とを有している。
Invention of Claim 1 The drainage drain of the invention of claim 1 of the present invention has a joint pipe part for fitting the water guide pipe outside, and a flange part at one end (upper end part) of the joint pipe part.

この排水口ドレーンは、例えばバルコニーのスラブ等に形成された排水穴に継手管部を差込み、フランジ部を該排水穴の口縁上面に載せ掛けて設置されるものであり、継手管部の外径及びフランジ部の外径は、排水穴の内径に応じて複数種類のものを製造することができる。   This drain outlet drain is installed, for example, by inserting a joint pipe part into a drain hole formed in a slab of a balcony or the like, and placing a flange part on the upper surface of the mouth edge of the drain hole. A plurality of types of diameters and outer diameters of the flange portions can be manufactured according to the inner diameter of the drain hole.

排水口ドレーンの継手管部は、半径方向に僅かに弾性変形可能な硬質材料製で且つ先側が先細テーパー状に成形されている。この請求項1の発明では、排水口ドレーンとして、FRP製(ガラス繊維強化プラスチック製)のものが好適であるが、汎用の合成樹脂製(例えば塩化ビニル製)のものでもよい。   The joint pipe portion of the drain outlet drain is made of a hard material that can be slightly elastically deformed in the radial direction, and the tip side is formed in a tapered shape. In the first aspect of the present invention, the drain outlet is preferably made of FRP (made of glass fiber reinforced plastic), but may be made of general-purpose synthetic resin (eg, made of vinyl chloride).

継手管部は、横断面が円形のものでも多角形(三角形〜八角形)状のものでもよい。継手管部の長さは、100〜200mm(好ましくは120〜160mm)程度であり、継手管部の外径は、50〜70mmのものが一般的である。又、継手管部における基端部外径と先端部外径との差は、5〜10mm程度でよく、継手管部の外面が緩やかなテーパー面度となっている。尚、これらの寸法は特に限定するものではなく、適宜に設計変更可能である。   The joint pipe portion may be circular in cross section or polygonal (triangle to octagon). The length of the joint pipe is about 100 to 200 mm (preferably 120 to 160 mm), and the outer diameter of the joint pipe is generally 50 to 70 mm. Further, the difference between the outer diameter of the proximal end portion and the outer diameter of the distal end portion in the joint pipe portion may be about 5 to 10 mm, and the outer surface of the joint pipe portion has a gently tapered surface degree. These dimensions are not particularly limited, and can be appropriately changed in design.

継手管部の外周面には、該継手管部に導水管を外嵌合させたときに該導水管の内面に圧接する縦向きの膨出部を周方向に複数箇所設けている。この膨出部は、円形の継手管部では、継手管部外周面の複数箇所(例えば3〜8箇所程度)に部分的に縦向き凸形状に形成することができる。又、多角形(三角形〜八角形)状の継手管部では、その各稜線部分を膨出部とすることができる。   On the outer peripheral surface of the joint pipe portion, a plurality of vertical bulging portions that are in pressure contact with the inner surface of the water guide pipe when the water guide pipe is externally fitted to the joint pipe portion are provided in the circumferential direction. In the case of a circular joint pipe part, this bulge part can be partially formed in a vertically convex shape at a plurality of places (for example, about 3 to 8 places) on the outer peripheral surface of the joint pipe part. Further, in a polygonal (triangle to octagonal) joint pipe portion, each ridge line portion can be a bulging portion.

尚、この排水口ドレーンに連結される導水管は、その上端部内面が継手管部の長さ方向中間部の各膨出部外面に圧接する内径のものが使用される。又、この導水管は、半径方向に弾性を有していない。   In addition, the water guide pipe connected to this drain outlet drain has an inner diameter in which the inner surface of the upper end portion is in pressure contact with the outer surface of each bulging portion at the intermediate portion in the longitudinal direction of the joint pipe portion. Moreover, this water conduit does not have elasticity in the radial direction.

この排水口ドレーンは、継手管部に導水管を接続させた状態で、設置すべきスラブ等の排水穴に上方から導水管及び継手管部を差込み、フランジ部を排水穴の口縁部上面に載せ掛けてセットする。   In this drain outlet drain, with the water conduit connected to the joint pipe, insert the water conduit and joint pipe from above into the drain hole of the slab to be installed, and the flange part on the upper edge of the mouth of the drain hole. Set it on top.

ところで、継手管部に導水管を接続させるには、継手管部に下方から導水管の上端部を外嵌合させるが、該導水管の上端側を継手管部に対して所定深さ外嵌合させたときに導水管の上端部内面が継手管部外周面の各膨出部に衝合する。このとき、継手管部外周面における各膨出部以外の部分は、導水管内面とは接触していない(若干の隙間を有している)。そして、その状態から導水管を継手管部に対してさらに強く押し込むと、継手管部が先細テーパー状になっているので、導水管が継手管部の各膨出部(導水管内面が接触している部分)を半径方向内方に押し込みながら進入していき、該導水管が所定深さまで進入した後、それ以上の進入が不能となる。この状態では、継手管部の復元力によって各膨出部が導水管の口縁部内面に強力に圧接しており、該導水管と継手管部との結合力は強固となる。   By the way, in order to connect the conduit pipe to the joint pipe portion, the upper end portion of the conduit pipe is externally fitted to the joint pipe portion from below, but the upper end side of the conduit pipe is fitted to the joint pipe portion by a predetermined depth. When they are combined, the inner surface of the upper end portion of the water guide pipe abuts with each bulging portion of the outer peripheral surface of the joint pipe portion. At this time, parts other than each bulging part in the joint pipe outer peripheral surface are not in contact with the inner surface of the water guide pipe (has a slight gap). When the water guide pipe is pushed further strongly into the joint pipe portion from that state, the joint pipe portion is tapered, so that the water guide pipe is in contact with each bulging portion of the joint pipe portion (the inner surface of the water guide pipe is in contact). The portion is pushed inward in the radial direction, and after the water guide pipe has entered to a predetermined depth, no further entry is possible. In this state, each bulging portion is strongly pressed against the inner surface of the rim portion of the water guide pipe by the restoring force of the joint pipe portion, and the coupling force between the water guide pipe and the joint pipe portion becomes strong.

本願請求項2の発明
本願請求項2の発明は、上記請求項1の排水口ドレーンにおいて、継手管部とフランジ部とをガラス繊維強化プラスチック(FRP)で一体に成形している。尚、FRP製の排水口ドレーンは、合成樹脂のものより高強度になる。
Invention of Claim 2 In the invention of claim 2 of the present application, in the drain drain according to claim 1, the joint pipe portion and the flange portion are integrally formed of glass fiber reinforced plastic (FRP). In addition, the drain outlet made of FRP has higher strength than that of synthetic resin.

ところで、上記請求項1の説明部分で記載したように、継手管部を半径方向に弾性変形可能にするには、該継手管部の肉厚を比較的薄くする(例えば該肉厚を1〜1.5mmにする)必要があるが、この請求項2のように、排水口ドレーンがFRP製であれば継手管部の肉厚を薄く(例えば1〜1.5mm)しても、十分な強度を有している。   By the way, as described in the explanation part of claim 1, in order to make the joint pipe portion elastically deformable in the radial direction, the thickness of the joint pipe portion is made relatively thin (for example, the thickness is set to 1 to However, if the drain drain is made of FRP as in claim 2, it is sufficient even if the thickness of the joint pipe portion is thin (for example, 1 to 1.5 mm). Has strength.

又、フランジ部においては、その肉厚を薄く(例えば1〜1.5mm)してもFRP製であれば十分な強度を有するが、このようにフランジ部の肉厚を薄くすると、この排水口ドレーンをスラブ等の排水穴部分に設置したときに、該フランジ部の突出高さを低くできる。この場合、排水口ドレーンの設置状態で雨水等が継手管部内に流入し易くなる。   In addition, even if the thickness of the flange portion is thin (for example, 1 to 1.5 mm), it is sufficient strength if it is made of FRP. When the drain is installed in a drain hole portion such as a slab, the protruding height of the flange portion can be lowered. In this case, rainwater or the like easily flows into the joint pipe portion with the drain outlet drain installed.

本願請求項1の発明の効果
本願請求項1の排水口ドレーンは、継手管部を半径方向に僅かに弾性変形可能な硬質材料製で且つ先側が先細テーパー状に成形するとともに、継手管部の外周面に導水管の内面に圧接する縦向きの膨出部を周方向に複数箇所設けている。そして、継手管部の外周面に導水管の端部開口を強く押し込むと、導水管が継手管部の各膨出部を半径方向内方に押し込みながら(継手管部を弾性変形させながら)進入していき、その結果、継手管部の復元力によって各膨出部が導水管の口縁部内面に強力に圧接するようになる。
Effect of the Invention of Claim 1 The drain of the present invention is made of a hard material that can be slightly elastically deformed in the radial direction and the tip side is formed into a tapered shape. A plurality of vertical bulging portions that are in pressure contact with the inner surface of the water conduit are provided on the outer peripheral surface in the circumferential direction. Then, when the end opening of the conduit pipe is pushed firmly into the outer peripheral surface of the joint pipe portion, the water guide pipe enters each bulging portion of the joint pipe portion radially inward (while elastically deforming the joint pipe portion). As a result, each bulging portion comes into strong pressure contact with the inner surface of the rim portion of the water guide pipe by the restoring force of the joint pipe portion.

従って、この請求項1の排水口ドレーンでは、継手管部に対して導水管の結合力が強固となり、導水管が継手管部から不用意に抜け外れることがないという効果がある。又、このように、継手管部に対する導水管の結合力が強固であると、該継手管部と導水管との結合に対して接着剤が不要になるという効果もある。   Therefore, the drain outlet according to the first aspect has an effect that the coupling force of the water guide pipe is strong with respect to the joint pipe portion, and the water guide pipe is not accidentally detached from the joint pipe portion. In addition, if the coupling force of the conduit pipe to the joint pipe portion is strong as described above, there is also an effect that an adhesive is not required for the coupling between the joint pipe portion and the conduit pipe.

本願請求項2の発明の効果
本願請求項2の発明は、上記請求項1の排水口ドレーンにおいて、継手管部とフランジ部とをガラス繊維強化プラスチック(FRP)で一体に成形している。このように、FRP製の排水口ドレーンでは、継手管部及びフランジ部の肉厚を薄く(例えば1〜1.5mm)しても、それぞれ十分な強度を有している。
Effect of the Invention of Claim 2 In the invention of claim 2 of the present application, in the drain of the drain of claim 1, the joint pipe portion and the flange portion are integrally formed of glass fiber reinforced plastic (FRP). Thus, even if the thickness of the joint pipe part and the flange part is thin (for example, 1 to 1.5 mm), the drain outlet made of FRP has sufficient strength.

従って、この請求項2の排水口ドレーンでは、上記請求項1の効果に加えて、継手管部においては弾性変形可能な薄肉(例えば1〜1.5mm)にしても強度の点で問題がなく、他方、フランジ部の肉厚を薄くすると、この排水口ドレーンをスラブ等の排水穴部分に設置したときに、該フランジ部の突出高さを低くできる(排水口ドレーンの設置状態で雨水等が継手管部内に流入し易くなる)という効果がある。   Therefore, in the drain outlet of claim 2, in addition to the effect of claim 1, there is no problem in terms of strength even if the joint pipe portion is thin (for example, 1 to 1.5 mm) that can be elastically deformed. On the other hand, if the thickness of the flange portion is reduced, the projection height of the flange portion can be lowered when this drain port drain is installed in a drain hole portion such as a slab. It is easy to flow into the joint pipe part).

以下、図1〜図8を参照して本願実施例の排水口ドレーンを説明すると、図1〜図6には第1実施例、図7及び図8にはそれぞれ第1実施例の変形例(第2実施例、第3実施例)を示している。尚、本願で対象にしている排水口ドレーン1は、例えば図4に示すように、バルコニー等のスラブ11に設けられる排水穴12に差込んで排水通路の一部として使用するものである。   Hereinafter, the drain outlet of the embodiment of the present application will be described with reference to FIGS. 1 to 8. FIGS. 1 to 6 show the first embodiment, and FIGS. 7 and 8 show modifications of the first embodiment ( 2nd Example, 3rd Example) is shown. In addition, the drain outlet 1 made into object by this application is inserted into the drain hole 12 provided in slabs 11, such as a balcony, for example, as shown in FIG. 4, and is used as a part of drainage channel.

図1及び図2に示す第1実施例の排水口ドレーン1は、硬質材料製(この実施例ではFRP製)で、比較的短い長さの継手管部2の上端部にフランジ部(つば)3を一体に成形したものである。又、継手管部2は、半径方向に僅かに弾性変形可能に形成し且つ先側に若干細くなる先細テーパー状に成形されている。この排水口ドレーン1は、図4に示すように、取付けるべきスラブ11の厚さや、排水穴12の内径や、接続される導水管14の内径等によって各種サイズのものが製作される。   The drain outlet 1 of the first embodiment shown in FIGS. 1 and 2 is made of a hard material (made of FRP in this embodiment), and has a flange portion (rib) at the upper end portion of a relatively short joint pipe portion 2. 3 is integrally molded. Further, the joint pipe portion 2 is formed in a tapered shape which is formed so as to be slightly elastically deformable in the radial direction and is slightly narrowed toward the tip side. As shown in FIG. 4, the drain outlet 1 is manufactured in various sizes depending on the thickness of the slab 11 to be attached, the inner diameter of the drain hole 12, the inner diameter of the water conduit 14 to be connected, and the like.

尚、図1及び図2の実施例の排水口ドレーン1の各寸法は、例えば次のようにすることができる。
・継手管部2の長さ;100〜200mm
・継手管部2の外径;50〜70mmの先細テーパー(基端部外径と先端部外径との差が5〜10mm程度ある)
・フランジ部3の外径;120〜150mm
・継手管部2及びフランジ部3の各肉厚;1〜1.5mm
尚、継手管部2に接続される導水管14は、継手管部2の長さ方向のほぼ中間位置まで外嵌合させ得るものが使用される。
In addition, each dimension of the drainage drain 1 of the Example of FIG.1 and FIG.2 can be made as follows, for example.
・ Fitting pipe part 2 length: 100 to 200 mm
・ Outer diameter of joint pipe part 2; taper taper of 50 to 70 mm (the difference between the outer diameter of the base end and the outer diameter of the tip is about 5 to 10 mm)
・ Outer diameter of flange 3; 120 to 150 mm
・ Thickness of joint pipe part 2 and flange part 3; 1 to 1.5 mm
In addition, the water guide pipe 14 connected to the joint pipe part 2 is a pipe that can be externally fitted to a substantially intermediate position in the length direction of the joint pipe part 2.

ところで、継手管部2を硬質材料製で半径方向に弾性変形可能に成形するためには、肉厚を薄く(例えば1〜1.5mm)する必要があるが、汎用の合成樹脂製パイプ(例えば塩化ビニルパイプ)では肉厚を1〜1.5mmまで薄くすると、排水口ドレーン1としての強度を確保できない。他方、FRP製の排水口ドレーン1では、肉厚を1〜1.5mm程度まで薄くしても、排水口ドレーンとしての強度を十分に確保できる。又、フランジ部3は、図4に示すようにスラブ11の排水穴12の口縁部上面に載せ掛けて固定されるものであるが、該フランジ部3もFRP製であると、肉厚が薄くても(例えば1〜1.5mm)十分な強度を有する。   By the way, in order to form the joint pipe part 2 made of a hard material so as to be elastically deformable in the radial direction, it is necessary to reduce the wall thickness (for example, 1 to 1.5 mm), but a general-purpose synthetic resin pipe (for example, If the wall thickness of the vinyl chloride pipe is reduced to 1 to 1.5 mm, the strength as the drain outlet 1 cannot be secured. On the other hand, the drain outlet 1 made of FRP can sufficiently secure the strength as the drain outlet even if the wall thickness is reduced to about 1 to 1.5 mm. The flange portion 3 is fixed on the upper surface of the rim of the drainage hole 12 of the slab 11 as shown in FIG. 4, but if the flange portion 3 is also made of FRP, the wall thickness is increased. Even if it is thin (for example, 1 to 1.5 mm), it has sufficient strength.

継手管部2の外周面には、該継手管部2に導水管14を外嵌合させたときに該導水管14の口縁部内面14aに圧接する縦向きの膨出部21,21・・を周方向に複数箇所設けている。図1及び図2の第1実施例では、継手管部2の基本形状として横断面円形の先細テーパー管が採用されており、該継手管部2の外周面の4箇所(角度90°間隔)にそれぞれ縦向きで細幅凸形状の膨出部21,21・・を形成している。この各膨出部21,21・・の突出高さは、例えば0.5〜2mm程度であり、幅が5〜10mm程度である。尚、この第1実施例では、各膨出部21,21・・は、図1に示すように継手管部2の基端部及び先端部のそれぞれ小長さ範囲を除く中間部のかなりの長さ範囲(例えば50〜70mmの範囲)に形成しているが、他の実施例では、該各膨出部21,21・・を継手管部2の全長に亘って引き通して形成してもよい。   On the outer peripheral surface of the joint pipe portion 2 are vertically bulged portions 21, 21, 21 that are pressed against the inner surface 14 a of the rim portion of the water guide pipe 14 when the water guide pipe 14 is externally fitted to the joint pipe portion 2.・ Multiple locations are provided in the circumferential direction. In the first embodiment shown in FIGS. 1 and 2, a tapered taper pipe having a circular cross section is adopted as the basic shape of the joint pipe portion 2, and four locations (angle 90 ° intervals) on the outer peripheral surface of the joint pipe portion 2. Are formed with bulged portions 21, 21,. The protruding height of each of the bulging portions 21, 21,... Is, for example, about 0.5 to 2 mm, and the width is about 5 to 10 mm. In this first embodiment, each of the bulging portions 21, 21,... Is a considerable portion of the intermediate portion excluding a small length range of the proximal end portion and the distal end portion of the joint pipe portion 2 as shown in FIG. Although formed in a length range (for example, a range of 50 to 70 mm), in another embodiment, the bulging portions 21, 21... Are formed through the entire length of the joint pipe portion 2. Also good.

図1及び図2に示す第1実施例の排水口ドレーン1は、図3に示すように、成形型4を使用して形成される。図3に示す成形型4は、フランジ部3の外形より大きい台座5の中心部に中芯6を上向きに突出させている。中芯6は、成形すべき継手管部2の内径と同径の先細テーパー状で、中芯外周面の4箇所に膨出部21形成用の突条部7,7・・を形成している。   The drain outlet 1 of the first embodiment shown in FIGS. 1 and 2 is formed using a mold 4 as shown in FIG. In the molding die 4 shown in FIG. 3, the center core 6 protrudes upward at the center portion of the base 5 larger than the outer shape of the flange portion 3. The center core 6 is a tapered taper having the same diameter as the inner diameter of the joint pipe portion 2 to be formed, and is formed with protrusions 7, 7,. Yes.

そして、台座5上に穴空きのフランジ部形成用のガラス繊維マット3Aを敷き、台座5の外周面に継手管部形成用のガラス繊維マット2Aを巻付けて、それぞれのマット2A,3AにFRP成型用樹脂を含浸させ、該FRP成型用樹脂で各マット2A,3Aを固化させる。フランジ部形成用マット3Aと継手管部形成用マット2Aとの接合部は、適宜の方法で補強される。尚、各マット2A,3Aの外面は、押し型で成形型4(台座5の上面、中芯6の外周面)に押付けるようにするとよい。そして、各マット2A,3AがそれぞれFRP成型用樹脂で固化された後に、その成型品を成形型4から抜き外すせば、図1に示す排水口ドレーン1を成形できる。   Then, a glass fiber mat 3A for forming a perforated flange portion is laid on the pedestal 5, and a glass fiber mat 2A for forming a joint tube portion is wound around the outer peripheral surface of the pedestal 5, and the FRP is applied to each mat 2A, 3A The matting resin is impregnated, and the mats 2A and 3A are solidified with the FRP molding resin. The joint portion between the flange portion forming mat 3A and the joint pipe portion forming mat 2A is reinforced by an appropriate method. The outer surfaces of the mats 2A and 3A may be pressed against the forming die 4 (the upper surface of the base 5 and the outer peripheral surface of the core 6) with a pressing die. Then, after each of the mats 2A and 3A is solidified with the FRP molding resin, the drain product 1 shown in FIG. 1 can be molded by removing the molded product from the molding die 4.

第1実施例の排水口ドレーン1は、継手管部2に導水管14を接続させた状態で、図4に示すように設置すべきスラブ11等の排水穴12に上方から導水管14及び継手管部2を差込み、フランジ部3を排水穴12の口縁部上面(凹段部13)に載せ掛けてセットする。   In the drain outlet 1 of the first embodiment, the water guide pipe 14 and the joint are connected to the drain hole 12 such as the slab 11 to be installed as shown in FIG. The pipe part 2 is inserted, and the flange part 3 is set on the upper surface (concave step part 13) of the mouth edge part of the drain hole 12.

ところで、継手管部2に導水管14を接続させるには、継手管部2に下方から導水管14の上端部を外嵌合させるが、該導水管14の上端側を継手管部2に対して所定深さ外嵌合させたときに導水管14の上端部内面14aが継手管部2の外周面の各膨出部21,21・・に衝合する。このとき、継手管部2の外周面における各膨出部21,21・・以外の部分は、導水管14内面とは接触していない(若干の隙間を有している)。そして、その状態から導水管14を継手管部2に対してさらに強く押し込むと、継手管部2が先細テーパー状になっているので、導水管14が継手管部2の各膨出部21,21・・を半径方向内方に押し込みながら進入していき、該導水管14が所定深さまで進入した後、それ以上の進入が不能となる(図4の状態)。この状態では、継手管部の復元力によって各膨出部が導水管の口縁部内面に強力に圧接しており、該導水管と継手管部との結合力は強固となる。   By the way, in order to connect the water guide pipe 14 to the joint pipe portion 2, the upper end portion of the water guide pipe 14 is externally fitted to the joint pipe portion 2 from below, but the upper end side of the water guide pipe 14 is connected to the joint pipe portion 2. When the outer pipe 14 is fitted outside the predetermined depth, the inner surface 14 a of the upper end portion of the water guide pipe 14 abuts with the bulging portions 21, 21,. At this time, portions other than the respective bulging portions 21, 21,... On the outer peripheral surface of the joint pipe portion 2 are not in contact with the inner surface of the water conduit 14 (has a slight gap). Then, when the water guide pipe 14 is further pushed into the joint pipe portion 2 from that state, the joint pipe portion 2 is tapered, so that the water guide pipe 14 is connected to each bulging portion 21 of the joint pipe portion 2. 21... Are pushed inward in the radial direction, and after the water guide pipe 14 has entered to a predetermined depth, no further entry is possible (state of FIG. 4). In this state, each bulging portion is strongly pressed against the inner surface of the rim portion of the water guide pipe by the restoring force of the joint pipe portion, and the coupling force between the water guide pipe and the joint pipe portion becomes strong.

図5は、図4におけるV−V断面図であって、導水管14が外嵌合していない部分である。この図5の部分では、各膨出部21,21・・は内方に押圧されていないので、ほぼ元の突出状態を維持している。他方、図6は、図4のVI−VI断面図であって、導水管14の上端部が外嵌合している部分である。この図6の部分では、各膨出部21,21・・が導水管内面14aで内方に押圧されていて、継手管部2が弾性変形している。   FIG. 5 is a cross-sectional view taken along the line V-V in FIG. 4 and is a portion where the water conduit 14 is not externally fitted. In the portion of FIG. 5, the bulging portions 21, 21,... Are not pressed inward, so the substantially protruding state is maintained. On the other hand, FIG. 6 is a cross-sectional view taken along the line VI-VI in FIG. In the portion of FIG. 6, the bulging portions 21, 21,... Are pressed inward by the water guide pipe inner surface 14 a, and the joint pipe portion 2 is elastically deformed.

図6の状態(継手管部2が弾性変形している状態)では、導水管内面(口縁部内面14a)に接触する部分の継手管部2に復元力が発生し、各膨出部21,21・・を外側に弾性復帰させようとする作用が働いているので、各膨出部21,21・・の外面が導水管14の口縁部内面14aに強力に圧接している。従って、該導水管14と継手管部2との結合力は強固となっており、導水管14内面と継手管部2外面との間に接着剤を介在させなくても、該導水管14が継手管部2から不用意に抜け外れることがない。   In the state of FIG. 6 (a state where the joint pipe portion 2 is elastically deformed), a restoring force is generated in the joint pipe portion 2 in contact with the inner surface of the water guide pipe (the inner surface 14a of the rim portion), and each bulging portion 21 The outer surface of each of the bulging portions 21, 21,... Is strongly pressed against the inner surface 14 a of the rim portion of the water conduit 14. Therefore, the coupling force between the water guide pipe 14 and the joint pipe portion 2 is strong, and the water guide pipe 14 can be connected without interposing an adhesive between the inner surface of the water guide pipe 14 and the outer surface of the joint pipe portion 2. It does not come out of the joint pipe part 2 carelessly.

図7に示す第2実施例及び図8に示す第3実施例の各排水口ドレーン1は、それぞれ継手管部2部分の変形例を示したものである。   Each drain outlet 1 of the second embodiment shown in FIG. 7 and the third embodiment shown in FIG. 8 is a modification of the joint pipe portion 2 portion.

図7の第2実施例では、継手管部2部分を円形に近い横断面四角形に成形して、その4つの稜線部分をそれぞれ膨出部21,21・・としている。   In the second embodiment shown in FIG. 7, the joint pipe portion 2 is formed into a quadrangular cross-section quadrangle, and the four ridge portions are bulged portions 21, 21.

図8の第3実施例では、継手管部2部分を円形に近い横断面六角形に成形して、その6つの稜線部分をそれぞれ膨出部21,21・・としている。   In the third embodiment of FIG. 8, the joint pipe portion 2 is formed into a hexagonal cross section that is nearly circular, and the six ridge portions are bulged portions 21, 21.

図7及び図8の各実施例の排水口ドレーン1でも、継手管部2部分に導水管14を外嵌合させて強く圧入させると、各稜線部分(膨出部となる)21,21・・が導水管14の上端部内面14aに押圧されてそれぞれ内方に押し込まれ、当該接触部の継手管部2に強い復元力が発生する。従って、図7及び図8の各実施例の排水口ドレーン1でも、継手管部2部分に導水管14を強力に結合させることができる。   7 and 8, when the water guide pipe 14 is externally fitted to the joint pipe portion 2 and strongly pressed into the joint pipe portion 2, each ridge line portion (becomes a bulging portion) 21, 21. Are pressed by the inner surface 14a of the upper end portion of the water guide pipe 14 and pushed inward, and a strong restoring force is generated in the joint pipe portion 2 of the contact portion. Therefore, also in the drain outlet 1 of each Example of FIG.7 and FIG.8, the water conduit 14 can be strongly combined with the joint pipe part 2 part.

尚、図7及び図8の各実施例において、その他の構成及び機能は上記第1実施例のものと同じである。   7 and 8, the other configurations and functions are the same as those of the first embodiment.

本願第1実施例の排水口ドレーンの斜視図である。It is a perspective view of the drain outlet drain of the 1st example of this application. 図1の排水口ドレーンの下面図である。It is a bottom view of the drain outlet drain of FIG. 図1の排水口ドレーンを製造するための成形型の斜視図である。It is a perspective view of the shaping | molding die for manufacturing the drain outlet drain of FIG. 図1の排水口ドレーンの使用状態を示す断面図である。It is sectional drawing which shows the use condition of the drain outlet drain of FIG. 図4のV−V断面図である。It is VV sectional drawing of FIG. 図4のVI−VI断面図である。It is VI-VI sectional drawing of FIG. 本願第2実施例の排水口ドレーンの斜視図である。It is a perspective view of the drain outlet drain of the 2nd example of this application. 本願第3実施例の排水口ドレーンの斜視図である。It is a perspective view of the drain outlet drain of this-application 3rd Example. 公知例の排水口ドレーンの斜視図である。It is a perspective view of the drain outlet drain of a well-known example. 図9の排水口ドレーンの使用状態を示す断面図である。It is sectional drawing which shows the use condition of the drain outlet drain of FIG.

符号の説明Explanation of symbols

1は排水口ドレーン、2は継手管部、3はフランジ部、14は導水管、14aは上端部内面、21は膨出部である。   1 is a drain outlet, 2 is a joint pipe part, 3 is a flange part, 14 is a water conduit, 14a is an inner surface of the upper end part, and 21 is a bulging part.

Claims (2)

導水管(14)を外嵌合させる継手管部(2)と該継手管部(2)の一端部にフランジ部(3)とを有した排水口ドレーンであって、
前記継手管部(2)は、半径方向に僅かに弾性変形可能な硬質材料製で且つ先側が先細テーパー状に成形されているとともに、
前記継手管部(2)の外周面に、該継手管部(2)に前記導水管(14)を外嵌合させたときに弾性変形して該導水管(14)の内面に圧接する縦向きの膨出部(21,21・・)を周方向に複数箇所設けている、
ことを特徴とする排水口ドレーン。
A drain outlet having a joint pipe part (2) for fitting a water conduit pipe (14) and a flange part (3) at one end of the joint pipe part (2),
The joint pipe part (2) is made of a hard material that can be slightly elastically deformed in the radial direction and the tip side is formed into a tapered shape,
When the water guide pipe (14) is externally fitted to the joint pipe part (2) on the outer peripheral surface of the joint pipe part (2), it is elastically deformed and press-contacts the inner surface of the water guide pipe (14). Plural bulging portions (21, 21,...) Are provided in the circumferential direction,
Drain outlet drain characterized by that.
請求項1において、継手管部(2)とフランジ部(3)とをガラス繊維強化プラスチックで一体に成形していることを特徴とする排水口ドレーン。
The drain outlet according to claim 1, wherein the joint pipe portion (2) and the flange portion (3) are integrally formed of glass fiber reinforced plastic.
JP2005027425A 2005-02-03 2005-02-03 Discharge port drain Pending JP2006214144A (en)

Priority Applications (1)

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JP2005027425A JP2006214144A (en) 2005-02-03 2005-02-03 Discharge port drain

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Application Number Priority Date Filing Date Title
JP2005027425A JP2006214144A (en) 2005-02-03 2005-02-03 Discharge port drain

Publications (1)

Publication Number Publication Date
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Family

ID=36977593

Family Applications (1)

Application Number Title Priority Date Filing Date
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008138394A (en) * 2006-11-30 2008-06-19 Yukie Kanbara Drainage implement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008138394A (en) * 2006-11-30 2008-06-19 Yukie Kanbara Drainage implement

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