JP4190203B2 - Seismic isolation drainage piping structure for detached houses - Google Patents

Seismic isolation drainage piping structure for detached houses Download PDF

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JP4190203B2
JP4190203B2 JP2002137316A JP2002137316A JP4190203B2 JP 4190203 B2 JP4190203 B2 JP 4190203B2 JP 2002137316 A JP2002137316 A JP 2002137316A JP 2002137316 A JP2002137316 A JP 2002137316A JP 4190203 B2 JP4190203 B2 JP 4190203B2
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drainage
pipe
ground
building
seismic isolation
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JP2003313908A (en
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康之 大道
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、戸建住宅用免震排水配管構造に関するものである。
【0002】
【従来の技術】
従来、中高層建築物分野では、免震配管として、ステンレススチール製の蛇腹管に屈曲自在なステンレススチール製保護管を外装し、延びに対する強度を持たせた金属製可撓管や、合成ゴム製のチューブに金属製の網筒を外装したゴム製可撓管といった、ステンレス材やゴム材を中心としたフレキシブル配管が用いられている。なかでも、特開平11−132365号公報や、特開平11−94125号公報や、特開2000−234685号公報に開示されているように、上記のフレキシブル配管をエルボ継手を介してL字型に配管して、エルボ継手部分に別途変位吸収機構、例えばダンパー付き吊り金具や水平移動可能なキャスター付き上下伸縮支持架台等を設ける様にすることが開示されている。
【0003】
一方、戸建住宅の分野においても、震災以来、免震住宅が注目されつつあり、免震配管の検討がなされている。
【0004】
【発明が解決しようとする課題】
しかしながら、中高層建築物分野では、免震配管に上記のようなゴム製やステンレス製の複層構造のフレキシブル配管を用いていたため、また前記のようにエルボ継手部分に別途複雑な変位吸収機構を設けているため、コストが高く、戸建住宅への免震配管の適用・展開は困難であるものと考えられている。また、上記フレキシブル配管をエルボ継手を介してL字形に配管しているので、戸建て住宅用免震配管のための専用の設計方式を確立する必要があるという問題点がある。
【0005】
そこで、本発明の目的は、上記の問題点を解消し、安価で且つ現行戸建て住宅用排水配管の設計方式を踏襲して設計することのできる戸建住宅用免震排水配管構造を提供することにある。
【0006】
【課題を解決するための手段】
上記課題を解決するために、請求項1に記載された発明は、平面方向の変位を吸収可能な排水可撓管が、略U字型に配管されることを特徴とする戸建住宅用免震排水配管構造である。
【0007】
このように構成された請求項1にかかる発明によれば、地盤上に免震支持機構を介して戸建住宅が免震支持されている戸建住宅用免震排水配管構造であって、個々の排水配管を住宅の各施設に接続される建物側排水管と、公共下水道に接続される地盤側排水管とに分離して、前記建物側排水管は建物側に、前記地盤側排水管は地盤側に支持固定し、建物側排水管と地盤側排水管の間には、平面方向の変位を吸収可能な内面が平滑で外面が波付き形状の排水可撓管が略U字型に配管され、該略U字型の排水可撓管を、平面移動可能な支持固定具を用いて、排水勾配を確保・設定可能に支持されていることにより、従来技術のL字形配管におけるエルボ継手部分に別途必要な変位吸収機構が不要となるため、安価に構成することができ、また、現行の戸建て住宅用排水配管の設計方式を踏襲して設計することができる。更に、現場での特殊な作業をなくすことができ、現行の部品や接着剤や支持固定部材などを使用した配管作業を行うことが可能となる。
【0008】
また、このように構成された請求項1にかかる発明によれば、排水可撓管を略U字型とすることにより、フレキシブル配管をエルボ継手を介してL字型に配管した構造よりも、容易且つ確実に平面方向の変位をより大きく吸収することが可能となる。
【0009】
請求項2に記載された発明は、前記建物側排水管と排水可撓管との接続部分は建物から吊下支持され、前記地盤側排水管と排水可撓管との接続部分は地盤側に固定具を介して固定され、前記略U字型の排水可撓管の曲がり部は地盤表面を平面移動可能な支持固定具を介して排水勾配を確保・設定可能に支持されると共に、上流の建物側排水管は高い位置に、下流の地盤側排水管は低い位置に、中間の排水可撓管は、前記建物側排水管から前記地盤側排水管にかけて所要の排水勾配がつくように前記支持固定具に支持されていることを特徴とする請求項1記載の戸建住宅用免震排水配管構造である。
【0010】
このように構成された請求項2にかかる発明によれば、略U字型の排水可撓管を支持する支持固定金具を平面移動させることにより、排水可撓管の排水勾配を容易に確保し、設定することが可能となる。
【0011】
請求項3に記載された発明は、前記排水可撓管と建物側排水管、又は前記排水可撓管と地盤側排水管とが、伸縮及び変位を吸収する継手で連結されていることを特徴とする請求項1乃至2記載の戸建住宅用免震排水配管構造である。
【0012】
このように構成された請求項3にかかる発明によれば、排水可撓管と建物側又は地盤側排水管とが伸縮及び変位を吸収する継手を介して連結されるから、より容易に且つ確実に平面方向の変位を更により大きく吸収することが可能となるのみならず、配管の管軸方向を中心とした左右方向の変位も吸収することができる。
【0013】
【発明の実施の形態】
以下、本発明の具体的な実施の形態について、図示例と共に説明する。
【0014】
図1〜図7は、この発明の実施の形態を示すものである。
【0015】
まず、構成を説明すると、図1では、地盤1(敷地)に設けられたスラブ面2の上に免震支持機構3を介して戸建住宅4が免震支持されて、免震住宅を構成している。なお、スラブ面2は地盤1との間で免震支持機構3を介装できるようにするために戸建住宅4の下方に設置されるものである。また、戸建住宅4の免震支持機構3については積層ゴム型等、任意のものとする。そして、この戸建住宅4には、排水配管5が設けられている。
【0016】
この排水管は、図2に示すように、図示しないキッチンや風呂やトイレや洗面所や雨樋などの戸建住宅4の各施設にそれぞれ接続された立下部11から個別配水管12、合流マス13、集合排水管14、公共マス15を介して、公共下水道16に接続されるものである。
【0017】
この実施の形態では、戸建住宅4に設けられる排水配管5のうち個別排水管12を、戸建住宅4の各施設に接続される建物側排水管17と、公共下水道16に接続される地盤側排水管18とに分離し縁切する。縁切りするとは、地震発生時には免震支持機構3が介装されているので、地盤と建物とがそれぞれ個別の振動をおこし、建物側排水管17は建物側に、地盤側排水管18は地盤側に支持固定されることをいう。
【0018】
そして、建物側排水管17と地盤側排水管18との間に、平面方向の変位を吸収可能な排水可撓管19を接続する。この平面方向の変位を吸収可能な排水可撓管19としては、図3に示すような波付き管が用いられる。
【0019】
波付き管即ち排水可撓管19の材質は、塩化ビニル樹脂、ポリエチレン、ポリプロピレン等の熱可塑性合成樹脂であれば良く、特にポリエチレンは繰り返し屈曲変形に対して抵抗性が高く、好ましい。また波付き管の形状は、内周面が平滑で、外周面に中実状の山部191と谷部192が交互に軸心方向に沿って平行に連続して形成されており、例えば、ポリエチレン製波付き管の場合では、山部191が高密度ポリエチレン樹脂、谷部192が低密度ポリエチレン樹脂とされ、繰り返し屈曲変形に対してより抵抗が大きくなるようにされている。
【0020】
更に、この平面方向の変位を吸収可能な排水可撓管19を、図2、図4に示すように、略U字型に構成する。この略U字型は、図5に示すように、排水可撓管19を曲げて単体で形成しても良いし、また、図6に示すように、2本の排水可撓管19と複数のエルボ継手20と短管との組合せで形成しても良い。
【0021】
そして、少なくとも建物側排水管17と排水可撓管19との接続部分を、戸建住宅4の天面(下面)に対して、吊具21を介して吊下支持する。この吊具21は、図7に示すように、戸建住宅4の天面から下方へ延びる吊ボルト22と、この吊ボルト22の下端に取付けられたターンバックル23と、このターンバックル23にボルト・ナットなどの締結具24で取付可能な略リング状の吊バンド25とを備えている。この吊バンド25は、下部のセンターからずれた位置にヒンジ26を備えており、ヒンジ26を中心として上部を開閉させることにより、建物側排水管17を包持し得るようになっている。
【0022】
また、少なくとも地盤側排水管18と排水可撓管19との接続部分を、地盤1のスラブ面2に対して、固定具31を介して固定する。この固定具31は、図8に示すように、ベースプレート32と、このベースプレート32の両端から上方に延びる一対の支持ボルト33と、この支持ボルト33間にナット34を用いて高さ調整可能に固定される半割リング状の支持バンド35とを備えている。この固定具31は、ベースプレート32の部分を図示しないコンクリート用釘を用いてスラブ面2に固定される。
【0023】
更に、略U字型の排水可撓管19を、平面移動可能な支持固定金具38を用いて、排水勾配を確保・設定可能に支持する。この支持固定金具38には、上記した固定具31と略同様のものを用い、そのベースプレート32の部分を図示しないコンクリート用釘を用いてスラブ面2に移動自在に置かれたブロック39に固定することによって形成する。
【0024】
なお、排水勾配を確保・設定するために、上流側の建物側排水管17は、高い位置に所要の排水勾配を有して固定し、下流側の地盤側排水管18は、低い位置に所要の排水勾配を有して固定し、中間の排水可撓管19は、建物側排水管17側から地盤側排水管18側にかけて所要の排水勾配が付くように支持固定金具38の支持位置および支持高さを調整する。
【0025】
排水可撓管19と建物側排水管17、又は排水可撓管19と地盤側排水管18とは、伸縮及び変位を吸収可能な継手の一例として、図9に示すように、管受け口41内周面にゴム輪42が装着された継手40(ゴム輪継手)で連結されていても良い。勿論、ゴム輪継手40は、排水可撓管19と建物側排水管17との間、及び排水可撓管19と地盤側排水管18との間の、いずれか又はいずれにも用いられて良い。なお、図9は排水可撓管19と建物側排水管17との連結状態を示しているが、排水可撓管19と地盤側排水管18との連結状態も同様である。
【0026】
ゴム輪継手40は、ゴム輪42が装着された管受け口41が他の管の管端に対向していれば、排水可撓管19又は建物側排水管17のいずれ側の管端に取り付けられていても良い。ゴム輪受け口では、管受け口41に挿入された管19又は管18が、管受け口41内で軸方向を中心に回転可能であるので、配管の左右方向の変位にも耐えることができる。加えて、管17、18又は19が水平方向又は上下方向に変位しても、ゴムが緩衝してその動きが更に良く吸収される。
【0027】
なお、管受け口の軸方向の長さ(挿入管の飲み込み代)が長い方が、軸方向の吸収が大きいので好ましい。さらには、管受け口の奥部に向かって拡径している方が、より振動を吸収するので好ましい。更には、継手本体部と管受け口がOリングで水密且つ回転可能に接続された継手を用いても良いし、管受け口が管軸中心から約15度首振り可能な自在継手を用いても良い。
【0028】
なお、地盤側排水管18と排水可撓管19との間にゴム輪継手40を用いる場合では、固定具31の半割リング状の支持バンド35をゴム輪継手40に巻き回すように用いてスラブ面2に固定する。また、建物側排水管17と排水可撓管19との間にゴム輪継手40を用いる場合では、吊具21の略リング状の吊りバンド25を、ゴム輪継手40を巻き回して吊具21を取り付けて、吊下支持すればよい。
【0029】
次に、この実施の形態の作用について説明する。
【0030】
地震発生時には、建物と地盤1とは別個に動作するため、排水配管5のうちの個別配水管12を建物側排水管17と地盤側排水管18とに縁切することにより、建物と地盤1との移動に排水管を追随させることができる。この際、建物側排水管17と地盤側排水管18との間に排水可撓管19を接続することにより、平面方向の変位を吸収させることができる。
【0031】
このように、戸建住宅4に設けられる排水配管5を、建物側排水管17と地盤側排水管18とに縁切し、建物側排水管17と地盤側排水管18との間に、平面方向の変位を吸収可能な排水可撓管19を接続することにより、特別な変位吸収機構3が不要となるため、安価に構成することができ、また、現行の設計方式を踏襲して設計することができる。更に、現場での特殊な作業をなくすことができ、現行の部品や接着剤や支持固定部材などを使用した配管作業を行うことが可能となる。
【0032】
戸建住宅に設けられる排水配管を、建物側排水管と地盤側排水管とに縁切し、建物側排水管と地盤側排水管との間に、平面方向の変位を吸収可能な排水可撓管を略U時型に接続することにより、従来技術のL字形配管におけるエルボ継手部分に別途必要な変位吸収機構が不要となるため、安価に構成することができ、また、現行の戸建て住宅用排水配管の設計方式を踏襲して設計することができる。更に、現場での特殊な作業をなくすことができ、現行の部品や接着剤や支持固定部材などを使用した配管作業を行うことが可能となる。
【0033】
また、排水可撓管を略U字型とすることにより、フレキシブル配管をエルボ継手を介してL字型に配管した構造よりも、容易且つ確実に平面方向の変位をより大きく吸収することが可能となる。
【0034】
地震後などに、略U字型の排水可撓管19を支持する支持固定金具38を平面移動させることにより、排水可撓管19の排水勾配を容易に確保し、設定することが可能となる。
【0035】
排水可撓管19と建物側排水管17又は地盤側排水管18とが、伸縮及び変位を吸収する継手の一例として、ゴム輪継手40の管受け口41内周面に装着されたゴム輪42を介して連結されれば、より容易に且つ確実に平面方向の変位を吸収することが可能となるのみならず、管受け口41内で管が軸方向を中心に回転可能となるので、配管の左右方向の変位にも耐えることが可能となる。
【0036】
【発明の効果】
以上説明してきたように、請求項1の発明によれば、地盤上に免震支持機構を介して戸建住宅が免震支持されている戸建住宅用免震排水配管構造であって、個々の排水配管を住宅の各施設に接続される建物側排水管と、公共下水道に接続される地盤側排水管とに分離して、前記建物側排水管は建物側に、前記地盤側排水管は地盤側に支持固定し、建物側排水管と地盤側排水管の間には、平面方向の変位を吸収可能な内面が平滑で外面が波付き形状の排水可撓管が略U字型に配管され、該略U字型の排水可撓管を、平面移動可能な支持固定具を用いて、排水勾配を確保・設定可能に支持されていることにより、特別な免震支持機構が不要となるため、安価に構成することができ、また、現行の設計方式を踏襲して設計することができる。更に、現場での特殊な作業をなくすことができ、現行の部品や接着剤や支持固定部材などを使用した配管作業を行うことが可能となる。
【0037】
更に、平面方向の変位を吸収可能な内面が平滑で外面が波付き形状の排水可撓管が略U字型に配管され、該略U字型の排水可撓管を、平面移動可能な支持固定具を用いて、排水勾配を確保・設定可能に支持されていることにより、容易且つ確実に平面方向の変位を吸収することが可能となる。
【0038】
請求項2の発明によれば、前記建物側排水管と排水可撓管との接続部分は建物から吊下支持され、前記地盤側排水管と排水可撓管との接続部分は地盤側に固定具を介して固定され、前記略U字型の排水可撓管の曲がり部は地盤表面を平面移動可能な支持固定具を介して排水勾配を確保・設定可能に支持されると共に、上流の建物側排水管は高い位置に、下流の地盤側排水管は低い位置に、中間の排水可撓管は、前記建物側排水管から前記地盤側排水管にかけて所要の排水勾配がつくように前記支持固定具に支持されていることにより、排水可撓管の排水勾配を容易に確保し、設定することが可能となるという実用上有益な効果を発揮し得る。
【0039】
請求項3の発明によれば、伸縮及び変位を吸収する継手を用いることにより、更に容易且つ確実に平面方向の変位を吸収することが可能となるうえ、上下方向や左右方向の変位も吸収可能となる。
【図面の簡単な説明】
【図1】本発明の実施の形態にかかる免震住宅の正面図である。
【図2】図1の免震住宅における排水配管を示す平面図である。
【図3】図2に用いられる排水可撓管を示す図である。
【図4】図3の排水可撓管を略U字型としたものを示す斜視図である。
【図5】略U字型の排水可撓管の構成図である。
【図6】略U字型の排水可撓管の別の構成図である。
【図7】吊具の斜視図である。
【図8】固定具の斜視図である。
【図9】排水可撓管と建物側排水管とが、ゴム輪継手で連結されていることを示す正面図である。
【符号の説明】
4 戸建住宅
5 排水配管
17 建物側排水管
18 地盤側排水管
19 排水可撓管
38 支持固定金具
40 ゴム輪継手
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a seismic isolation drain piping structure for a detached house.
[0002]
[Prior art]
Conventionally, in the field of middle- and high-rise buildings, as a seismic isolation pipe, a stainless steel bellows pipe is covered with a bendable stainless steel protective pipe, and a metal flexible pipe with strength against extension or a synthetic rubber pipe is used. Flexible piping mainly made of stainless steel or rubber material, such as a rubber flexible tube with a metal net tube sheathed on a tube, is used. In particular, as disclosed in JP-A-11-132365, JP-A-11-94125, and JP-A-2000-234485, the above flexible pipe is formed into an L shape through an elbow joint. It is disclosed that a displacement absorbing mechanism, such as a suspension fitting with a damper, a vertically movable support base with a caster that can move horizontally, and the like are separately provided in the elbow joint portion by piping.
[0003]
On the other hand, in the field of detached houses, seismic isolation houses have been attracting attention since the earthquake, and seismic isolation piping has been studied.
[0004]
[Problems to be solved by the invention]
However, in the field of middle- and high-rise buildings, the above-mentioned rubber or stainless steel flexible pipes are used for the seismic isolation pipes, and a complicated displacement absorbing mechanism is separately provided at the elbow joint as described above. Therefore, the cost is high and it is considered difficult to apply and deploy seismic isolation piping to detached houses. In addition, since the flexible pipe is piped in an L shape via an elbow joint, there is a problem that it is necessary to establish a dedicated design method for a seismic isolation pipe for a detached house.
[0005]
Accordingly, an object of the present invention is to provide a seismic isolation drain pipe structure for a detached house that can solve the above-mentioned problems and can be designed at a low cost by following the design method for a drain pipe for a detached house. It is in.
[0006]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the invention described in claim 1 is characterized in that the drainage flexible pipe capable of absorbing the displacement in the plane direction is piped in a substantially U-shape, and is free of charge for a detached house. Seismic drainage piping structure.
[0007]
According to the invention concerning Claim 1 comprised in this way, it is the seismic isolation drainage piping structure for detached houses where the detached house is supported on the ground via the seismic isolation support mechanism, Are separated into a building-side drain pipe connected to each facility of the house and a ground-side drain pipe connected to the public sewer, the building-side drain pipe is on the building side, and the ground-side drain pipe is A drainage flexible pipe with a smooth inner surface that can absorb displacement in the plane direction and a corrugated outer surface between the building-side drainage pipe and the ground-side drainage pipe in a substantially U-shape. is the the symbolic U-shaped drainage flexible tube, using a flat moveable support fixture by Rukoto are reserved and set supporting the drainage slope, elbow joint portion in the L-shaped pipe of the prior art This eliminates the need for a separate displacement absorption mechanism, and can be constructed at low cost. It can be designed to follow the design method of single-family residential drainage pipe. Furthermore, special work at the site can be eliminated, and piping work using current parts, adhesives, support fixing members, and the like can be performed.
[0008]
Moreover, according to the invention concerning Claim 1 comprised in this way, rather than the structure which piped flexible piping into the L shape via the elbow joint by making a drainage flexible tube into a substantially U shape, The displacement in the plane direction can be absorbed more easily and reliably.
[0009]
According to a second aspect of the present invention, the connecting portion between the building-side drain pipe and the drainage flexible pipe is suspended from the building, and the connecting portion between the ground-side drain pipe and the drainage flexible pipe is on the ground side. is fixed through a fixing member, the bent portion of the drainage flexible tube of the substantially U-shape is secured and set drainage slope movably supported via a planar moveable support fixture ground surface, upstream of the The building-side drain pipe is at a high position, the downstream ground-side drain pipe is at a low position, and the intermediate drain flexible pipe is supported so that the required drain gradient is created from the building-side drain pipe to the ground-side drain pipe. The seismic isolation drain pipe structure for a detached house according to claim 1, wherein the structure is supported by a fixture .
[0010]
According to the invention according to claim 2 configured in this manner, the drainage gradient of the drainage flexible pipe can be easily secured by moving the support fixing bracket that supports the substantially U-shaped drainage flexible pipe in a plane. It becomes possible to set.
[0011]
The invention described in claim 3 is characterized in that the drainage flexible pipe and the building side drainage pipe, or the drainage flexible pipe and the ground side drainage pipe are connected by a joint that absorbs expansion and contraction and displacement. The seismic isolation drain piping structure for a detached house according to claim 1 or 2.
[0012]
According to the invention according to claim 3 configured as described above, the drainage flexible pipe and the building-side or ground-side drainage pipe are connected via the joint that absorbs expansion and contraction and displacement. In addition, it is possible not only to absorb the displacement in the plane direction much more, but also to absorb the displacement in the left-right direction around the pipe axis direction of the pipe.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, specific embodiments of the present invention will be described together with illustrated examples.
[0014]
1 to 7 show an embodiment of the present invention.
[0015]
First, the structure will be described. In FIG. 1, a detached house 4 is supported by a base isolation via a base isolation support mechanism 3 on a slab surface 2 provided on the ground 1 (site), thereby forming a base isolation house. is doing. The slab surface 2 is installed below the detached house 4 so that the seismic isolation support mechanism 3 can be interposed between the slab surface 2 and the ground 1. The seismic isolation support mechanism 3 for the detached house 4 is arbitrary such as a laminated rubber mold. The detached house 4 is provided with a drain pipe 5.
[0016]
As shown in FIG. 2, this drain pipe is connected to individual water distribution pipes 12 and merging masses from standing parts 11 connected to each facility of a detached house 4 such as a kitchen, a bath, a toilet, a washroom and a rain gutter, not shown. 13, connected to the public sewer 16 through the collective drain pipe 14 and the public mass 15.
[0017]
In this embodiment, among the drainage pipes 5 provided in the detached house 4, the individual drainage pipes 12 are connected to the buildings-side drainage pipes 17 connected to the facilities of the detached house 4 and the public sewer 16. Separated into side drain pipe 18 and cut off. When the earthquake occurs, the seismic isolation support mechanism 3 is interposed when an earthquake occurs, so the ground and the building individually vibrate, the building-side drain pipe 17 on the building side, and the ground-side drain pipe 18 on the ground side. It means that it is supported and fixed to.
[0018]
And the flexible drain pipe 19 which can absorb the displacement of a plane direction is connected between the building side drain pipe 17 and the ground side drain pipe 18. A corrugated tube as shown in FIG. 3 is used as the drainage flexible tube 19 capable of absorbing the displacement in the planar direction.
[0019]
The material of the corrugated tube, that is, the drainage flexible tube 19, may be any thermoplastic synthetic resin such as vinyl chloride resin, polyethylene, or polypropylene, and polyethylene is particularly preferable because of its high resistance to repeated bending deformation. Further, the corrugated tube has a smooth inner peripheral surface, and solid crests 191 and troughs 192 are alternately formed on the outer peripheral surface in parallel along the axial direction. For example, polyethylene In the case of a waved tube, the peak portion 191 is a high-density polyethylene resin and the valley portion 192 is a low-density polyethylene resin so that the resistance to repeated bending deformation is greater.
[0020]
Furthermore, the drainage flexible tube 19 capable of absorbing the displacement in the planar direction is formed in a substantially U shape as shown in FIGS. As shown in FIG. 5, the substantially U-shape may be formed by bending the drainage flexible tube 19 alone, or as shown in FIG. The elbow joint 20 and a short pipe may be combined.
[0021]
Then, at least a connection portion between the building-side drain pipe 17 and the drainage flexible pipe 19 is suspended and supported via a hanger 21 with respect to the top surface (lower surface) of the detached house 4. As shown in FIG. 7, the hanger 21 includes a hanger bolt 22 extending downward from the top surface of the detached house 4, a turnbuckle 23 attached to the lower end of the hanger bolt 22, and a bolt attached to the turnbuckle 23. A substantially ring-shaped suspension band 25 that can be attached by a fastener 24 such as a nut. The suspension band 25 is provided with a hinge 26 at a position shifted from the center of the lower portion, and the building-side drain pipe 17 can be held by opening and closing the upper portion around the hinge 26.
[0022]
Further, at least a connection portion between the ground side drain pipe 18 and the drain flexible pipe 19 is fixed to the slab surface 2 of the ground 1 via a fixture 31. As shown in FIG. 8, the fixture 31 is fixed so that the height can be adjusted by using a base plate 32, a pair of support bolts 33 extending upward from both ends of the base plate 32, and a nut 34 between the support bolts 33. And a half ring-shaped support band 35. The fixing tool 31 is fixed to the slab surface 2 using a concrete nail (not shown) at a portion of the base plate 32.
[0023]
Further, the substantially U-shaped drainage flexible pipe 19 is supported by a support fixture 38 that can be moved in a plane so that a drainage gradient can be secured and set. The support fixture 38 is substantially the same as the fixture 31 described above, and the base plate 32 is fixed to a block 39 movably placed on the slab surface 2 using a concrete nail (not shown). By forming.
[0024]
In order to secure and set a drainage gradient, the upstream building-side drainage pipe 17 is fixed with a required drainage gradient at a high position, and the downstream ground-side drainage pipe 18 is required at a low position. The intermediate drainage flexible pipe 19 is supported by the support fixing bracket 38 so as to have a required drainage gradient from the building side drain pipe 17 side to the ground side drain pipe 18 side. Adjust the height.
[0025]
The drainage flexible pipe 19 and the building-side drainage pipe 17 or the drainage flexible pipe 19 and the ground-side drainage pipe 18 are examples of joints capable of absorbing expansion and contraction and displacement as shown in FIG. You may connect with the joint 40 (rubber ring joint) by which the rubber ring 42 was mounted | worn on the surrounding surface. Of course, the rubber ring joint 40 may be used either or both between the flexible drain pipe 19 and the building-side drain pipe 17 and between the flexible drain pipe 19 and the ground-side drain pipe 18. . Although FIG. 9 shows a connected state between the drainage flexible pipe 19 and the building-side drainage pipe 17, the connection state between the drainage flexible pipe 19 and the ground side drainage pipe 18 is the same.
[0026]
The rubber ring joint 40 is attached to the pipe end on either side of the drainage flexible pipe 19 or the building side drainage pipe 17 if the pipe receiving port 41 to which the rubber ring 42 is attached faces the pipe end of another pipe. May be. In the rubber ring receiving port, the tube 19 or the tube 18 inserted into the tube receiving port 41 can rotate around the axial direction in the tube receiving port 41, and therefore can withstand displacement in the horizontal direction of the pipe. In addition, even if the tube 17, 18 or 19 is displaced in the horizontal direction or the vertical direction, the rubber is buffered and its movement is absorbed better.
[0027]
In addition, since the one where the length of the axial direction of a pipe receptacle (swallowing allowance of an insertion tube) is long is large in axial direction, it is preferable. Furthermore, it is preferable that the diameter is increased toward the inner part of the tube receptacle because vibration is absorbed more. Furthermore, a joint in which the joint body and the pipe receiving port are connected in a watertight and rotatable manner by an O-ring may be used, or a universal joint in which the pipe receiving port can swing about 15 degrees from the center of the pipe axis may be used. .
[0028]
When the rubber ring joint 40 is used between the ground side drain pipe 18 and the drainage flexible pipe 19, the half ring-shaped support band 35 of the fixture 31 is wound around the rubber ring joint 40. Fix to slab surface 2. When the rubber ring joint 40 is used between the building-side drain pipe 17 and the drainage flexible pipe 19, the substantially ring-shaped suspension band 25 of the hanging tool 21 is wound around the rubber ring joint 40 and the hanging tool 21. Is attached and supported by suspension.
[0029]
Next, the operation of this embodiment will be described.
[0030]
When an earthquake occurs, the building and the ground 1 operate separately. Therefore, the individual water distribution pipe 12 in the drainage pipe 5 is cut into a building-side drainage pipe 17 and a ground-side drainage pipe 18, thereby building and ground 1. The drain pipe can be made to follow the movement. At this time, the displacement in the plane direction can be absorbed by connecting the drainage flexible pipe 19 between the building side drain pipe 17 and the ground side drain pipe 18.
[0031]
Thus, the drainage pipe 5 provided in the detached house 4 is cut into a building-side drainage pipe 17 and a ground-side drainage pipe 18, and a plane is formed between the building-side drainage pipe 17 and the ground-side drainage pipe 18. By connecting the drainage flexible tube 19 capable of absorbing the displacement in the direction, the special displacement absorbing mechanism 3 is not required, so that it can be constructed at a low cost and is designed by following the current design method. be able to. Furthermore, special work at the site can be eliminated, and piping work using current parts, adhesives, support fixing members, and the like can be performed.
[0032]
Drainage flexibility that can absorb the displacement in the plane direction between the building side drainage pipe and the ground side drainage pipe by cutting the drainage pipe provided in the detached house into the building side drainage pipe and the ground side drainage pipe By connecting the pipe to a substantially U-shaped mold, a separate displacement absorbing mechanism is not required for the elbow joint part of the L-shaped pipe of the prior art, so that it can be constructed at low cost, and for current detached houses. It can be designed following the design of drainage piping. Furthermore, special work at the site can be eliminated, and piping work using current parts, adhesives, support fixing members, and the like can be performed.
[0033]
In addition, by making the drainage flexible pipe into a substantially U shape, it is possible to absorb the displacement in the plane direction more easily and reliably than the structure in which the flexible pipe is piped into an L shape via an elbow joint. It becomes.
[0034]
After the earthquake or the like, the drainage gradient of the drainage flexible pipe 19 can be easily secured and set by moving the support fixture 38 that supports the substantially U-shaped drainage flexible pipe 19 in a plane. .
[0035]
As an example of a joint in which the drainage flexible pipe 19 and the building side drain pipe 17 or the ground side drain pipe 18 absorb expansion and contraction and displacement, a rubber ring 42 mounted on the inner peripheral surface of the pipe receiving port 41 of the rubber ring joint 40 is provided. If they are connected to each other, not only can the displacement in the plane direction be absorbed more easily and reliably, but also the tube can rotate around the axial direction in the tube receiving port 41, so It is possible to withstand displacement in the direction.
[0036]
【The invention's effect】
As described above, according to the first aspect of the present invention, there is provided a seismic isolation drainage pipe structure for a detached house in which the detached house is supported on the ground via a seismic isolation support mechanism. Are separated into a building-side drain pipe connected to each facility of the house and a ground-side drain pipe connected to the public sewer, the building-side drain pipe is on the building side, and the ground-side drain pipe is A drainage flexible pipe with a smooth inner surface that can absorb displacement in the plane direction and a corrugated outer surface between the building-side drainage pipe and the ground-side drainage pipe in a substantially U-shape. is the the symbolic U-shaped drainage flexible tube, using a flat moveable support fixture by Rukoto are reserved and set supporting the drainage slope, special seismic isolation support mechanism is not necessary Therefore, it can be configured at low cost and can be designed following the current design method. Furthermore, special work at the site can be eliminated, and piping work using current parts, adhesives, support fixing members, and the like can be performed.
[0037]
Furthermore, a drainage flexible pipe having a smooth inner surface capable of absorbing displacement in a planar direction and a corrugated outer surface is provided in a substantially U-shape, and the substantially U-shaped drainage flexible pipe is supported to be movable in a plane. using fasteners, by Rukoto are reserved and set supporting the drainage slope, it is possible to absorb easily and reliably in the planar direction displacement.
[0038]
According to invention of Claim 2, the connection part of the said building side drainage pipe and a drainage flexible pipe is suspended and supported from a building, and the connection part of the said ground side drainage pipe and a drainage flexible pipe is fixed to the ground side. is fixed through the tool, bend of the drainage flexible tube of the substantially U-shaped with is supported drainage slope securing and settable via the flat moveable support fixture ground surface, upstream of the building The side drainage pipe is at a high position, the downstream ground side drainage pipe is at a low position, and the intermediate drainage flexible pipe is supported and fixed so that the required drainage gradient is created from the building side drainage pipe to the ground side drainage pipe By being supported by the tool, it is possible to exert a practically beneficial effect that the drainage gradient of the drainage flexible pipe can be easily secured and set.
[0039]
According to the invention of claim 3, by using the joint that absorbs expansion and contraction and displacement, it becomes possible to absorb the displacement in the plane direction more easily and surely, and it is also possible to absorb the displacement in the vertical direction and the horizontal direction. It becomes.
[Brief description of the drawings]
FIG. 1 is a front view of a base-isolated house according to an embodiment of the present invention.
FIG. 2 is a plan view showing a drain pipe in the base-isolated house of FIG.
FIG. 3 is a view showing a drainage flexible tube used in FIG. 2;
4 is a perspective view showing the flexible drain pipe shown in FIG. 3 having a substantially U shape. FIG.
FIG. 5 is a configuration diagram of a substantially U-shaped flexible drain pipe.
FIG. 6 is another configuration diagram of a substantially U-shaped flexible drain pipe.
FIG. 7 is a perspective view of a hanging tool.
FIG. 8 is a perspective view of a fixture.
FIG. 9 is a front view showing that the drainage flexible pipe and the building-side drainage pipe are connected by a rubber ring joint.
[Explanation of symbols]
4 Detached House 5 Drainage Pipe 17 Building Side Drain Pipe 18 Ground Side Drain Pipe 19 Drain Flexible Pipe 38 Support Fixture 40 Rubber Ring Joint

Claims (3)

地盤上に免震支持機構を介して戸建住宅が免震支持されている戸建住宅用免震排水配管構造であって、
個々の排水配管を住宅の各施設に接続される建物側排水管と、公共下水道に接続される地盤側排水管とに分離して、
前記建物側排水管は建物側に、前記地盤側排水管は地盤側に支持固定し、
これら建物側排水管と地盤側排水管の間には、平面方向の変位を吸収可能な内面が平滑で外面が波付き形状の排水可撓管が略U字型に配管され
該略U字型の排水可撓管を、平面移動可能な支持固定具を用いて、排水勾配を確保・設定可能に支持されていることを特徴とする戸建住宅用免震排水配管構造。
A seismic isolation drainage pipe structure for a detached house in which the detached house is seismically supported via a seismic isolation support mechanism on the ground,
Separate the individual drainage pipes into building-side drainage pipes connected to each facility in the house and ground-side drainage pipes connected to the public sewer,
The building-side drain pipe is supported and fixed on the building side, and the ground-side drain pipe is supported and fixed on the ground side,
Between these building-side drainage pipes and ground-side drainage pipes , drainage flexible pipes having smooth inner surfaces capable of absorbing displacement in the plane direction and corrugated outer surfaces are piped in a substantially U shape ,
The symbolic a U-shaped drainage flexible tube, using a flat moveable support fixture, detached houses for seismic isolation drain pipe structure characterized that you have reserved and set supporting the drainage slope.
前記建物側排水管と排水可撓管との接続部分は建物から吊下支持され、
前記地盤側排水管と排水可撓管との接続部分は地盤側に固定具を介して固定され、
前記略U字型の排水可撓管の曲がり部は地盤表面を平面移動可能な支持固定具を介して排水勾配を確保・設定可能に支持されると共に、
上流の建物側排水管は高い位置に、下流の地盤側排水管は低い位置に、中間の排水可撓管は、前記建物側排水管から前記地盤側排水管にかけて所要の排水勾配がつくように前記支持固定具に支持されていることを特徴とする請求項1記載の戸建住宅用免震排水配管構造。
The connection part of the building-side drainage pipe and the drainage flexible pipe is supported suspended from the building,
The connection part of the ground side drainage pipe and the drainage flexible pipe is fixed to the ground side via a fixture,
The bent portion of the substantially U-shaped drainage flexible pipe is supported so as to ensure and set a drainage gradient via a support fixture capable of moving on the ground surface in a plane ,
The upstream building-side drain pipe is at a high position, the downstream ground-side drain pipe is at a low position, and the intermediate drain flexible pipe has a required drain gradient from the building-side drain pipe to the ground-side drain pipe. The seismic isolation drain piping structure for a detached house according to claim 1, wherein the seismic isolation drain piping structure is supported by the support fixture .
前記排水可撓管と建物側排水管、又は前記排水可撓管と地盤側排水管とが、伸縮及び変位を吸収する継手で連結されていることを特徴とする請求項1乃至2記載の戸建住宅用免震排水配管構造。   The door according to claim 1, wherein the drainage flexible pipe and the building side drainage pipe, or the drainage flexible pipe and the ground side drainage pipe are connected by a joint that absorbs expansion and contraction and displacement. Seismic isolation drainage piping structure for buildings.
JP2002137316A 2002-02-22 2002-05-13 Seismic isolation drainage piping structure for detached houses Expired - Lifetime JP4190203B2 (en)

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JP2002-46636 2002-02-22
JP2002137316A JP4190203B2 (en) 2002-02-22 2002-05-13 Seismic isolation drainage piping structure for detached houses

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