JP3970059B2 - Connection structure between drain pipe and drain - Google Patents

Connection structure between drain pipe and drain Download PDF

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Publication number
JP3970059B2
JP3970059B2 JP2002062911A JP2002062911A JP3970059B2 JP 3970059 B2 JP3970059 B2 JP 3970059B2 JP 2002062911 A JP2002062911 A JP 2002062911A JP 2002062911 A JP2002062911 A JP 2002062911A JP 3970059 B2 JP3970059 B2 JP 3970059B2
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Prior art keywords
drainage
pipe
elbow
drain
site
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JP2003261980A (en
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洋 滝澤
修一 石村
喜孝 太田
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Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、建物からの排水管と建物の外部に設けた排水桝とを接続する際に、排水管に大量の排水が流れる場合であっても、確実に連通(連続)した空気層を確保して安定した排水の流れを実現し得るように構成した接続構造に関するものである。
【0002】
【従来の技術】
2階建て〜5階建ての中低層住宅を含む建物では、各階に便所や洗面所が設置され、夫々から適宜排水がなされる。このため、排水を必要とする階毎に排水横枝管が配管され、排水器具である便所,洗面所,台所,風呂場等と器具排水管を介して接続される。また上階から1階までの間には排水立主管が配管され、この排水立主管に各階毎に配管された排水横枝管が接続されて1階で排水横主管となり、建物外に導かれることで建物内の排水管路を構成している。
【0003】
また建物の外部には敷地排水管が配管されており、該敷地排水管の所定位置に排水桝が設置されている。そして建物に設けられた上記排水管路の排水横主管の末端部分は前記排水桝に接続されている。従って、排水管路を流れた排水は、排水桝を経て敷地排水管に流れ込み、該敷地排水管から公設桝を経て敷地外に敷設された下水管に流れる。
【0004】
図3は、一般的な排水管と排水桝の接続構造を示すものである。即ち、屋内側からの排水管51は、建物の基礎52の立上り部を貫通して屋外に延長されており、基礎52から所定距離離隔した位置に敷地排水管53が敷設され、更に、該敷地排水管53に排水桝54が設けられている。排水管51の軸心と排水桝53の中心は水平面上で略一致して配置され、垂直面上で排水管51が上位レベルに、敷地排水管53が下位レベルに配置されている。排水管51の末端にはエルボ55が下向きに取り付けられており、該エルボ55に直管56及び水平向きのエルボ57が取り付けられている。特に、エルボ57の出口レベルは排水桝54の取付口54aのレベルと略一致しており、両者は直管58によって接続されている。
【0005】
上記排水管路では、便所,洗面所,台所,風呂場等の排水源には夫々トラップが設けられ、各トラップ毎に所定の高さを持った水が貯留した所謂封水が形成され、この封水によって、排水管路の臭気の漏れや、虫が入り込むのを防止している。
【0006】
また排水横枝管及び排水立主管からなる排水管路に大量の排水が流れたとき、排水立主管で自由落下する排水が拡散してその表面積が増加する。このため、管内の空気も下方により強く動かされ、この結果、排水管路に於ける空気層の圧力は、排水立主管の上側では負圧となり下側では正圧となる。前記負圧或いは正圧がトラップに設けた封水に作用し、破封を引き起こして封水としての機能を発揮し得なくなることがあるため、排水立主管の頂上に通気機能を設けたり、便所等と接続された各枝管毎に通気弁を設けることが行われている。
【0007】
特に、後述する図4に示すように、排水が排水横主管からエルボを通って降下した後、敷地排水管に設けた排水桝に合流する際に、エルボに於ける流れ方向が変更される部位で、該部位の排水が空気路を遮断することがあり、この場合、該閉塞部位よりも上流側の内圧が上昇することがある。
【0008】
建物が3階建て或いは4階建て程度の中低層の集合住宅である場合、各戸毎に排水横枝管を配管し、この排水横枝管は排水立主管に接続され、排水は上下の住戸の分を集めて1階に導かれる。排水立主管は集合住宅の規模により複数設けられることがある。この排水立主管は排水横主管になり、基礎を貫通させて建物の外部に配管し、下降させて排水桝に接続するのが一般的である。この場合の排水管は複数所帯が合流するが、同時使用率を考慮するため、直径が100mm〜125mm程度の管が用いられる。
【0009】
また中低層の集合住宅では各戸毎に排水立主管を配管して排水することもあるが、この場合、配管に要する平面スペースの拡大や施工に手間がかかりコストを下げることが出来ないという問題や、各戸毎の排水立主管を夫々床下に配管した後、基礎を貫通させれば該基礎に多くのスリーブ孔を形成することとなり、基礎の強度を保証する上での問題が生じる。更に、この問題を避けるために上階の排水管を外壁外部に沿って配管するような場合には美観上の問題が生じる。
【0010】
しかし、これらの問題は、複数箇所からの排水を排水立主管に集合させると共に、集合した排水管を建物の床下に通過させた後、基礎を貫通させて敷地排水管に設けた排水桝に接続することで解決される。
【0011】
特に、建物内部に於ける排水立主管及び排水横枝管からなる屋内配管技術、及び建物の外周部に於ける敷地排水管と排水桝とからなる屋外配管技術は、個々には夫々多くの技術を蓄積した配管技術として確立している。
【0012】
【発明が解決しようとする課題】
複数箇所からの排水を排水立主管を介して集合させ、1階の床下に設けた排水横主管を基礎を貫通して外部に出した後、下降させて排水桝に接続する従来の排水管路の構造では、一度に大量の排水が流れたとき、1階床下の排水横枝管の内圧が上昇して封水を吹き上げる所謂破封が生じることがあるという問題が発生した。
【0013】
上記の如き問題が生じたとき、この問題を配管系の排水立主管や排水横枝管の直径を大きくすることで解決するのが一般的である。しかし、管径の増大に伴って、流れの下流である最下階の床下の高さを変更する必要が生じたり、基礎に形成するスリーブ孔の径を大きくすることによる強度低下の問題等が生じる。このため、複数所帯が同居する住宅や集合住宅等の建物に於いて、管径を大きくすることなく、封水部分の破封を防止し得る技術の開発が望まれている。
【0014】
【課題を解決するための手段】
本件発明者は、排水管に一度に大量の排水を流した場合であっても、破封を生じることのない排水管路を構築するために、破封が生じる原因を追求すると共にこの原因を排除する方法について考察した。その結果、既に屋内配管技術や屋外配管技術は確立しているものの、建物からの排水管と排水桝とを接続する部位の構造については解析されておらず、円滑な排水を実現するために幾つかの問題が存在することが判明した。
【0015】
即ち、本件発明者は、図3に示す排水管と排水桝を接続する構造であって、従来の代表的な接続構造を持った実験設備を構成し、両者の接続部分に於ける排水の挙動を観察して問題点を把握すると共に、この問題点を解明することで、1階の排水横枝管に接続した機器類に於ける破封を防止すると共に円滑で且つ確実に排水し得る構造を実現した。
【0016】
同図に示す従来の接続構造では、排水管の内部に一度に大量の排水を流したとき、図4に示すように、排水管51を流れる排水60は、断面E−E以外の部分では、排水の上部或いは断面の一部に空気が流れる空気路62が形成されている。しかし、排水管51を流れた排水60がエルボ55を経て直管56に流れ込む際に、該排水60はエルボ55の大径部側の内周面に衝突した後、直管56内を垂直に落下するため、エルボ55に於ける断面F−F部分が排水60によって空気路が遮断され、該断面部分に於いて空気路62が遮断されてしまうことが判明した。尚、図4は排水管51を流れる排水60を概念的に示すものであり、全ての例を代表するものではない。しかし、基本的な傾向は同一である。
【0017】
この結果、排水管51に於ける排水の流下に伴って排水立主管を流下した空気は、断面F−Fで排水60によって遮蔽されて下流側に流れることが出来なくなり、エルボ55に於ける断面F−Fに形成された閉塞部位よりも上流側の排水管51の内圧が上昇し、この排水管51の直近に接続された1階の便所,洗面所,台所,風呂場等のトラップ封水の吹き上げに影響することが判明した。
【0018】
また排水60の量が少ない場合、エルボ55に於ける断面E−Eは排水60によって閉塞されることなく該断面E−Eに於ける排水60の両側に空気路62がエルボ55以降も連続して形成されており、排水60及び排水の発生に伴って通気部から吸引した空気の円滑な流れを実現することが可能となり、排水管51の上流側に接続した1階の便所,洗面所,台所,風呂場等に於ける破封等の発生がない。
【0019】
上記実験の結果、建物からの排水管に流れる排水を排水桝に合流させる際に、排水の流れと共に吸引した空気の流れを確保することで、1階の器具排水管の内圧を上昇させることなく、従って、1階の便所,洗面所,台所,風呂場等に於ける破封を防止して、円滑で且つ確実な排水を実現出来るとの知見を得た。
【0020】
上記知見に基づいて、排水管と排水桝との接続構造を種々変更して更に実験を重ねた結果、排水管51の径を大きくすることなく、封水の破封を防止して確実に且つ円滑に排水を行うことが出来る接続構造を得た。即ち、この接続構造は、配管経路に排水を流したとき、常に空気の流通路を確保しておくことで、一度に大量の排水が発生しても、排水管の径を増大させることなく且つ排水を発生する機器類に於ける破封を防止して円滑に排水することが出来るものである。
【0021】
従って、上記課題を解決するための本発明は、建物からの排水管と、建物の外周に配管され且つ前記排水管よりも低い流水レベルを有する敷地排水管に設けられた排水桝との接続構造であって、前記排水桝が底部に敷地排水管と接続され且つ前記排水管の末端部と接続される水路を設けた本体部を有し、前記排水管の設置高位レベルから前記本体部に接続される末端部の低位レベルに降下する配管の少なくとも一部は傾斜した配管であり、前記傾斜した配管は前記排水管の端部に敷地排水管の上流側に45度傾けたエルボを介して接続した直管からなり、更に該直管の端部に45度エルボを介して垂直管を接続すると共に該垂直管にエルボを介して敷地排水管と並行して且つ同じ流下方向に配置された直管を接続し、該直管を排水桝の本体部に接続して構成されているものである。
【0022】
上記排水管と排水桝との接続構造(以下、単に「接続構造」という)に於いて、排水管の設置高位レベルから桝本体に接続される低位レベルに降下する配管の一部を傾斜配管とした場合、排水管を流れた排水が傾斜管に流れ込む際に、エルボ部分に於いて排水は該エルボの大径側(外側)の管壁に沿って流れることで流下方向を変更する。このため、エルボの小径側(内側)から上方側の管壁に沿って空隙が形成され、該空隙は空気路として機能する。
【0023】
【発明の実施の形態】
以下、本発明に係る接続構造の好ましい実施形態について説明する。本発明の接続構造は、多所帯住宅や中低層の集合住宅のように、多数の便所,洗面所,台所,風呂場等(以下、排水源という)から発生した上下の排水を合流させて排水桝に排水する場合、排水管の直径を大きくすることなく、各排水源に於ける封水が破封することを防止して円滑に且つ確実な排水を実現したものである。
【0024】
即ち、上階から排水が発生したとき、排水管に吸引された空気の流通路を排水桝に至る間で確保することによって、1階に配管された排水管の内圧が上昇することを防止し、これにより、1階に配置した排水器具に設けた封水を保持することを可能としたものである。
【0025】
このため、本発明の接続構造は、設置レベルの異なる建物からの排水管と排水桝を接続するに際し、如何にして排水による閉塞が発生することなく、排水管の内部に排水桝に連続した空気路を形成するかという点に着目してなされている。
【0026】
建物から排水桝に接続される排水管には、建物の各階毎に配管された排水横枝管及び各階を縦方向に貫通して配管された排水立主管が接続され、各排水横枝管に台所や風呂場等を含む複数の排水源が接続される。従って、前記排水管には複数の排水源が接続されることとなるが、本発明ではこれらの排水源の数を限定するものではない。
【0027】
建物からの排水管は基礎の立上り部を貫通して屋内側から屋外側に配管されている。この排水管の設置レベルは、グランドレベルよりも低く、且つ敷地排水管の敷設レベルよりも高く設定される。このため、排水管は基礎の内外部位で地中に埋設され、敷地排水管の設置レベルとの間に落差が生じ、この落差分に対応する部位に本発明に係る接続構造が実現される。
【0028】
敷地排水管は建物の外周部位に敷設され、所定位置に1又は複数の排水桝が設置されている。この敷地排水管の端部は公設桝に接続されており、この接続部分を最も下流として、所定の流下勾配を持って敷設されている。また排水桝は上端に蓋が設けられており、この蓋のレベルがグランドレベルに一致し得るように構成されている。このため、敷地排水管に設けた排水桝は、設置位置に応じて蓋の位置から敷地排水管の敷設レベルまでの寸法(設置深さ)が異なる。
【0029】
次に、本発明の接続構造の実施例について図を用いて説明する。図1は第1実施例に係る接続構造を説明する図である。図2は第1実施例の接続構造に於ける排水の流れを説明する図である。
【0030】
先ず、第1実施例に係る接続構造について図1、2により説明する。図に於いて、排水管1は、基礎2の立上り部を貫通して屋内側から屋外側に配管されている。この排水管1の上流側には、図示しない複数の排水源、及び図示しない建物の各階を縦方向に貫通した排水立主管が接続されており、同時に複数の排水源からの排水が流れ込むように構成されている。
【0031】
本実施例に於いて、排水管1の直径は、従来の戸建て住宅に一般的に用いられている排水管と同径の100mmに設定されている。
【0032】
建物の外周(基礎2の外周)に沿って敷地排水管3が敷設されており、該敷地排水管3の所定位置に排水桝Eが設置されている。本実施例に於いて、排水桝Eは、下部に配置された本体部となる桝本体17を有して構成されている。
【0033】
本実施例の接続構造は、排水管1からの排水を敷地排水管3と平行に受け入れるように構成した排水桝Eを用い、排水管1から排水桝Eに接続する部位の配管を前述の第3実施例に係る傾斜配管Dを利用すると共に、該傾斜配管Dの傾斜方向を敷地排水管3の流通方向とは反対方向に設定したものである。
【0034】
排水桝Eの桝本体17には敷地排水管3の接続部17a,17bが設けられており、上流側の接続部17aと隣設して且つ平行に接続部17cが設けられている。この桝本体17では、敷地排水管3を流れる排水に対し、排水管1からの排水を平行に合流し得るように構成されている。このため、排水桝Eは建物に接近させた位置に設置することが可能である。
【0035】
排水管1の端部に取り付けられたエルボ10aは、敷地排水管3の上流側に45度傾けた姿勢を有している。このエルボ10aには直管11aが取り付けられ、更に直管11aに45度エルボ14が取り付けられ、これにより傾斜配管Dが形成されている。またエルボ14の下側端部には垂直管15,エルボ16が取り付けられ、該エルボ16と桝本体17の接続部17cを接続して直管18が取り付けられている。
【0036】
上記の如く構成された接続構造では、排水が排水管1から傾斜配管Dに移行する際には、排水管1,傾斜配管Dに連続した空気路が形成される。
【0037】
特に、図6に示すように、排水12が傾斜配管Dを流下することにより加速し、45度エルボ14から垂直管15,エルボ16に移行する部分に於いて、垂直管15を横断して対向する管壁に衝突する。このとき、排水12の流速が排水管1を流れる際の速度よりも大きくなり、且つ流量が一定であることからエルボ14の断面に対する排水12の断面積(流下している排水12の鉛直面内に於ける断面積)が相対的に小さくなる。
【0038】
このため、垂直管15を横断する際に、排水12はあたかもエルボ14から外側に沿って流下し、該垂直管15の全断面を閉塞することなく、片側又は両側に連続した空気路13が形成される。また排水12が垂直管15からエルボ16,直管18を流れる際に、該排水12は垂直管15,エルボ16の敷地排水管3の上流側に対応する管壁に沿って流下し、この部分では、排水12によって閉塞されることがなく、円滑な流れを実現することが可能である。
【0039】
上記の如く、排水管1の設置レベルである高位レベルから、敷地排水管3の敷設レベルである低位レベルまで下降する際に、一部を傾斜させることによって、排水による管路の閉鎖を防止して円滑で且つ確実な排水を実現することが可能である。
【0040】
【発明の効果】
以上詳細に説明したように本発明に係る接続構造では、排水管の設置高位レベルから桝本体に接続される低位レベルに降下する配管の少なくとも一部を傾斜配管とすることによって、排水管を流れた排水を空気路を保持して傾斜管に導くことが可能となり、排水管の空気層内圧の変動をなくし、排水管に接続された排水源に於ける破封の発生を防止して良好な排水を実現することが出来る。
【図面の簡単な説明】
【図1】第1実施例に係る接続構造を説明する図である。
【図2】第1実施例の接続構造に於ける排水の流れを説明する図である。
【図3】従来の一般的な排水管と排水桝の接続構造を示す図である。
【図4】従来の接続構造に於ける課題を説明する図である。
【符号の説明】
E 排水桝
D 傾斜配管
1 排水管
2 基礎
3 敷地排水管
10a エルボ
11a 直管
12 排水
13 空気路
14 45度エルボ
15 垂直管
16 エルボ
17 桝本体
17a〜17c 接続部
18 直管
[0001]
BACKGROUND OF THE INVENTION
The present invention ensures a continuous (continuous) air layer even when a large amount of drainage flows through the drainage pipe when connecting the drainage pipe from the building and the drainage basin provided outside the building. It is related with the connection structure comprised so that the flow of stable drainage could be implement | achieved.
[0002]
[Prior art]
In buildings including 2-story to 5-story mid- and low-rise houses, toilets and washrooms are installed on each floor, and water is appropriately drained from each. For this reason, a drainage side branch pipe is piped for each floor requiring drainage, and connected to toilets, toilets, kitchens, bathrooms, and the like, which are drainage equipment, via appliance drainage pipes. In addition, a drainage main pipe is connected between the upper floor and the first floor, and a drainage horizontal branch pipe connected to each floor is connected to this drainage main pipe to become a drainage horizontal main pipe on the first floor, which is led out of the building. This constitutes the drainage pipe in the building.
[0003]
In addition, a site drain pipe is provided outside the building, and a drainage basin is installed at a predetermined position of the site drain pipe. And the terminal part of the drainage horizontal main pipe of the said drainage pipe provided in the building is connected to the said drainage basin. Accordingly, the drainage flowing through the drainage pipe flows into the site drainage pipe through the drainage basin, and flows from the site drainage pipe through the public pit to the sewer pipe laid outside the site.
[0004]
FIG. 3 shows a general connection structure between a drain pipe and a drain. That is, the drain pipe 51 from the indoor side is extended to the outside through the rising part of the foundation 52 of the building, and the site drain pipe 53 is laid at a position separated from the foundation 52 by a predetermined distance. A drainage basin 54 is provided in the drainage pipe 53. The axial center of the drain pipe 51 and the center of the drainage basin 53 are arranged substantially on the horizontal plane, and the drain pipe 51 is arranged on the upper level and the site drain pipe 53 is arranged on the lower level on the vertical plane. An elbow 55 is attached to the end of the drain pipe 51 downward, and a straight pipe 56 and a horizontal elbow 57 are attached to the elbow 55. In particular, the outlet level of the elbow 57 substantially matches the level of the attachment port 54 a of the drainage basin 54, and both are connected by a straight pipe 58.
[0005]
In the drainage pipe, traps are provided in drainage sources such as toilets, toilets, kitchens, bathrooms, etc., and so-called sealed water is formed in which water having a predetermined height is stored for each trap. Sealing water prevents leaks of drainage odors and insects from entering.
[0006]
Further, when a large amount of drainage flows through a drainage pipe composed of a drainage horizontal branch pipe and a drainage main pipe, the drainage that falls freely in the drainage main pipe diffuses and its surface area increases. For this reason, the air in the pipe is also moved more strongly downward, and as a result, the pressure of the air layer in the drainage pipe is negative on the upper side of the drainage main pipe and positive on the lower side. Since the negative pressure or the positive pressure acts on the sealing water provided in the trap, it may not be able to exhibit the function as the sealing water by causing breakage, so that a ventilation function may be provided on the top of the drainage main pipe, For example, a vent valve is provided for each branch pipe connected to the like.
[0007]
In particular, as shown in FIG. 4 to be described later, when the drainage drops from the drainage horizontal main pipe through the elbow and then joins the drainage basin provided in the site drainage pipe, the flow direction in the elbow is changed. Thus, the drainage of the part may block the air passage, and in this case, the internal pressure upstream of the blocked part may increase.
[0008]
If the building is a three-story or four-story mid- and low-rise apartment, a drainage horizontal branch pipe is connected to each house, and this drainage horizontal branch pipe is connected to a drainage main pipe. The minutes are collected and led to the first floor. Depending on the size of the housing complex, there may be a plurality of drainage mains. This drainage main pipe becomes a drainage horizontal main pipe, and is generally piped outside the building through the foundation and lowered to be connected to the drainage basin. In this case, the drainage pipes are joined at a plurality of places, but in consideration of the simultaneous use rate, pipes having a diameter of about 100 mm to 125 mm are used.
[0009]
In middle- and low-rise apartments, drainage stand main pipes may be piped for each house, but in this case, the problem is that it is not possible to reduce the cost because it takes time and labor to expand the plane space required for piping. If the drainage main pipes of each door are respectively piped under the floor and then penetrated through the foundation, many sleeve holes are formed in the foundation, which causes a problem in assuring the strength of the foundation. Furthermore, in order to avoid this problem, an aesthetic problem arises when the upper floor drain pipe is piped along the outside of the outer wall.
[0010]
However, these problems are caused by collecting drainage from multiple locations in the drainage main pipe, passing the collected drainage pipe under the floor of the building, and then penetrating the foundation to connect to the drainage basin provided on the site drainage pipe. It is solved by doing.
[0011]
In particular, indoor plumbing technology consisting of a drainage main pipe and drainage side branch pipe inside the building, and outdoor piping technology consisting of a site drainage pipe and drainage basin at the outer periphery of the building, each has many technologies. Has been established as a piping technology that has accumulated.
[0012]
[Problems to be solved by the invention]
A conventional drainage pipe that collects drainage from multiple locations through a drainage standpipe, passes a drainage horizontal mainpipe provided under the floor on the first floor through the foundation, and then lowers it to connect to a drainage basin With this structure, when a large amount of drainage flows at a time, there is a problem that the internal pressure of the drainage lateral branch pipe under the first floor rises and so-called breakage of blowing up the sealing water may occur.
[0013]
When such a problem occurs, it is common to solve this problem by increasing the diameter of the drainage main pipe or drainage side branch pipe of the piping system. However, as the pipe diameter increases, it becomes necessary to change the height under the floor on the lowest floor downstream of the flow, or there is a problem of strength reduction due to increasing the diameter of the sleeve hole formed in the foundation. Arise. For this reason, there is a demand for the development of a technique that can prevent the sealing portion from being broken without increasing the pipe diameter in a building such as a house or an apartment house where a plurality of households live together.
[0014]
[Means for Solving the Problems]
In order to construct a drainage pipe that does not cause breakage, even when a large amount of drainage flows through the drainpipe at the same time, the present inventor pursued the cause of breakage and found this cause. The method to eliminate was considered. As a result, although the indoor piping technology and the outdoor piping technology have already been established, the structure of the part connecting the drain pipe from the building and the drainage basin has not been analyzed, and there are several ways to achieve smooth drainage. It turns out that the problem exists.
[0015]
That is, the inventor of the present invention has a structure for connecting a drain pipe and a drain shown in FIG. 3 and constitutes a conventional experimental facility having a typical connection structure, and the behavior of drainage at the connection portion between the two. The structure which can be drained smoothly and surely while preventing the breakage in the equipment connected to the drainage side branch pipe on the first floor by observing the problem and grasping the problem Realized.
[0016]
In the conventional connection structure shown in the figure, when a large amount of drainage is flowed into the drain pipe at a time, the drainage 60 flowing through the drain pipe 51 as shown in FIG. An air passage 62 through which air flows is formed in the upper part of the drainage or a part of the cross section. However, when the drainage 60 that has flowed through the drainage pipe 51 flows into the straight pipe 56 through the elbow 55, the drainage 60 collides with the inner peripheral surface of the large diameter portion of the elbow 55, and then vertically in the straight pipe 56. It has been found that the air passage is blocked by the drainage 60 at the cross-section FF portion of the elbow 55 and the air passage 62 is cut off at the cross-section portion because it falls. 4 conceptually shows the drainage 60 flowing through the drainage pipe 51, and does not represent all examples. However, the basic trend is the same.
[0017]
As a result, the air flowing down the drainage main pipe along with the drainage of the drainage pipe 51 is blocked by the drainage 60 at the section FF and cannot flow downstream, and the section of the elbow 55 The internal pressure of the drain pipe 51 on the upstream side of the blocked part formed in the FF rises, and trap water is sealed in the toilet, washroom, kitchen, bathroom, etc. on the first floor connected to the drain pipe 51. It was found to affect the blowing up.
[0018]
In addition, when the amount of the drainage 60 is small, the cross section EE in the elbow 55 is not blocked by the drainage 60, and the air passage 62 continues on both sides of the drainage 60 in the cross section EE after the elbow 55. It is possible to realize a smooth flow of the air sucked from the ventilation part with the generation of the drainage 60 and the drainage, and the toilet on the first floor connected to the upstream side of the drainage pipe 51, the toilet, There is no breakage in kitchens and bathrooms.
[0019]
As a result of the above experiment, when the drainage flowing from the building to the drainage pipe is joined to the drainage basin, the flow of the suctioned air is secured together with the drainage flow without increasing the internal pressure of the equipment drainage pipe on the first floor. Therefore, they obtained knowledge that smooth and reliable drainage can be realized by preventing breakage in toilets, washrooms, kitchens, bathrooms, etc. on the first floor.
[0020]
Based on the above knowledge, as a result of further experiments with various changes in the connection structure between the drain pipe and the drainage pipe, without increasing the diameter of the drain pipe 51, it is possible to prevent the sealing water from being broken and A connection structure that allows smooth drainage was obtained. In other words, this connection structure ensures that an air flow path is always secured when drainage flows through the piping path, so that even if a large amount of drainage occurs at one time, the diameter of the drain pipe is not increased. It can be smoothly drained by preventing breakage in equipment that generates drainage.
[0021]
Therefore, the present invention for solving the above problems is a connection structure between a drain pipe from a building and a drainage pipe provided on a site drain pipe that is piped on the outer periphery of the building and has a lower water level than the drain pipe. The drainage basin has a main body provided with a water channel connected to a site drainage pipe at the bottom and connected to the terminal end of the drainage pipe, and connected to the main body from the installation high level of the drainage pipe At least a part of the pipe descending to the lower level of the terminal end is an inclined pipe, and the inclined pipe is connected to the end of the drain pipe via an elbow inclined 45 degrees upstream of the site drain pipe. A straight pipe connected to the end of the straight pipe via a 45 degree elbow and parallel to the drainage pipe of the site and connected to the vertical pipe via the elbow. Connect the pipe and connect the straight pipe to the body of the drainage It is those which are connected.
[0022]
In the connection structure between the drainage pipe and the drainage basin (hereinafter simply referred to as “connection structure”), a part of the pipe descending from the high level where the drainage pipe is installed to the low level connected to the main body is inclined pipe. In this case, when the wastewater that has flowed through the drainage pipe flows into the inclined pipe, the drainage flows along the pipe wall on the large-diameter side (outside) of the elbow to change the flow-down direction. For this reason, a space | gap is formed along the pipe wall of the upper side from the small diameter side (inner side) of an elbow, and this space | gap functions as an air path.
[0023]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, preferred embodiments of the connection structure according to the present invention will be described. The connection structure of the present invention is a drainage system that combines upper and lower drainage generated from a large number of toilets, toilets, kitchens, bathrooms, etc. (hereinafter referred to as drainage sources), such as multi-family houses and mid- and low-rise apartments. In the case of draining to a tub, smooth and reliable drainage is realized by preventing the sealing water in each drainage source from being broken without increasing the diameter of the drainage pipe.
[0024]
That is, when drainage occurs from the upper floor, the internal pressure of the drainage pipe installed on the first floor is prevented from rising by securing the air flow path sucked into the drainage pipe to the drainage basin. Thus, it is possible to hold the sealed water provided in the drainage device arranged on the first floor.
[0025]
For this reason, the connection structure of the present invention is designed so that when connecting drainage pipes and drainage basins from buildings with different installation levels, the drainage pipes have continuous air without drainage clogging. It is made paying attention to whether a road is formed.
[0026]
The drainage pipe connected from the building to the drainage basin is connected with a drainage horizontal pipe that is piped for each floor of the building and a drainage main pipe that runs through each floor in the vertical direction. A plurality of drainage sources including a kitchen and a bathroom are connected. Therefore, although a plurality of drainage sources are connected to the drainage pipe, the number of these drainage sources is not limited in the present invention.
[0027]
The drainage pipe from the building penetrates the rising part of the foundation and is piped from the indoor side to the outdoor side. The installation level of the drain pipe is set lower than the ground level and higher than the laying level of the site drain pipe. For this reason, the drain pipe is buried in the ground at the inside and outside of the foundation, and a drop occurs between the level of the site drain pipe and the connection structure according to the present invention is realized at a portion corresponding to the drop.
[0028]
The site drainage pipe is laid on the outer periphery of the building, and one or more drainage basins are installed at predetermined positions. The end of this site drainage pipe is connected to a public fence, and this connection part is the most downstream and is laid with a predetermined downflow gradient. The drainage basin is provided with a lid at the upper end, and the level of the lid can be matched with the ground level. For this reason, the drainage gutter provided in the site drainage pipe has different dimensions (installation depth) from the position of the lid to the laying level of the site drainage pipe depending on the installation position.
[0029]
Next, an embodiment of the connection structure of the present invention will be described with reference to the drawings. FIG. 1 is a diagram for explaining a connection structure according to the first embodiment. FIG. 2 is a view for explaining the flow of drainage in the connection structure of the first embodiment.
[0030]
First, the connection structure according to the first embodiment will be described with reference to FIGS. In the drawing, the drain pipe 1 is piped from the indoor side to the outdoor side through the rising part of the foundation 2. A plurality of drainage sources (not shown) and a drainage main pipe vertically penetrating each floor of a building (not shown) are connected to the upstream side of the drainage pipe 1 so that drainage from the plurality of drainage sources flows at the same time. It is configured.
[0031]
In the present embodiment, the diameter of the drain pipe 1 is set to 100 mm, which is the same diameter as that of a drain pipe generally used in a conventional detached house.
[0032]
A site drainage pipe 3 is laid along the outer periphery of the building (the outer periphery of the foundation 2), and a drainage basin E is installed at a predetermined position of the site drainage pipe 3. In the present embodiment, the drainage basin E has a basin body 17 serving as a body portion disposed in the lower part.
[0033]
The connection structure of the present embodiment uses a drainage basin E configured to receive the drainage from the drainage pipe 1 in parallel with the site drainage pipe 3, and the piping of the portion connected to the drainage basin E from the drainage pipe 1 is the first described above. While using the inclined pipe D which concerns on 3 Example, the inclination direction of this inclined pipe D is set to the opposite direction to the distribution | circulation direction of the site drainage pipe 3. FIG.
[0034]
The main body 17 of the drainage basin E is provided with connection portions 17a and 17b of the site drainage pipe 3, and a connection portion 17c is provided adjacent to and parallel to the upstream connection portion 17a. The dredge main body 17 is configured so that drainage from the drainage pipe 1 can be merged in parallel with drainage flowing through the site drainage pipe 3. For this reason, the drainage basin E can be installed at a position close to the building.
[0035]
The elbow 10 a attached to the end of the drainage pipe 1 has a posture inclined 45 degrees toward the upstream side of the site drainage pipe 3. A straight pipe 11a is attached to the elbow 10a, and a 45 degree elbow 14 is further attached to the straight pipe 11a, whereby an inclined pipe D is formed. A vertical pipe 15 and an elbow 16 are attached to the lower end of the elbow 14, and a straight pipe 18 is attached by connecting the elbow 16 and the connecting portion 17 c of the rod main body 17.
[0036]
In the connection structure configured as described above, when drainage is transferred from the drain pipe 1 to the inclined pipe D, an air path continuous to the drain pipe 1 and the inclined pipe D is formed.
[0037]
In particular, as shown in FIG. 6, the drainage 12 is accelerated by flowing down the inclined pipe D, and is opposed across the vertical pipe 15 in the portion where the 45 ° elbow 14 transitions to the vertical pipe 15 and the elbow 16. Collide with the pipe wall. At this time, since the flow rate of the drainage 12 is larger than the velocity when flowing through the drainpipe 1 and the flow rate is constant, the sectional area of the drainage 12 with respect to the section of the elbow 14 (in the vertical plane of the drainage 12 flowing down) (Cross-sectional area) is relatively small.
[0038]
Therefore, when traversing the vertical pipe 15, the drainage 12 flows down from the elbow 14 along the outside, and the continuous air passage 13 is formed on one side or both sides without closing the entire cross section of the vertical pipe 15. Is done. Further, when the drainage 12 flows from the vertical pipe 15 through the elbow 16 and the straight pipe 18, the drainage 12 flows down along the pipe wall corresponding to the upstream side of the site drainage pipe 3 of the vertical pipe 15 and elbow 16. Then, it is possible to realize a smooth flow without being blocked by the drainage 12.
[0039]
As described above, when descending from the high level, which is the installation level of the drainage pipe 1, to the low level, which is the laying level of the site drainage pipe 3, it is possible to prevent the pipe from being closed by drainage by inclining a part. Smooth and reliable drainage can be realized.
[0040]
【The invention's effect】
As described in detail above, in the connection structure according to the present invention, at least part of the pipe descending from the installation high level of the drain pipe to the low level connected to the main body is an inclined pipe, and thereby the drain pipe flows. It is possible to guide the wastewater to the inclined pipe while holding the air passage, eliminating fluctuations in the air layer pressure of the drain pipe and preventing the occurrence of breakage in the drainage source connected to the drain pipe. Drainage can be realized.
[Brief description of the drawings]
FIG. 1 is a diagram illustrating a connection structure according to a first embodiment.
FIG. 2 is a view for explaining the flow of drainage in the connection structure of the first embodiment.
FIG. 3 is a view showing a conventional connection structure between a general drain pipe and a drain.
FIG. 4 is a diagram for explaining a problem in a conventional connection structure.
[Explanation of symbols]
E drainage pipe D inclined pipe 1 drainage pipe 2 foundation 3 site drainage pipe 10a elbow 11a straight pipe 12 drainage 13 air channel 14 45 degree elbow 15 vertical pipe 16 elbow 17 桝 body 17a-17c connection 18 straight pipe

Claims (1)

建物からの排水管と、建物の外周に配管され且つ前記排水管よりも低い流水レベルを有する敷地排水管に設けられた排水桝との接続構造であって、前記排水桝が底部に敷地排水管と接続され且つ前記排水管の末端部と接続される水路を設けた本体部を有し、前記排水管の設置高位レベルから前記本体部に接続される末端部の低位レベルに降下する配管の少なくとも一部は傾斜した配管であり、前記傾斜した配管は前記排水管の端部に敷地排水管の上流側に45度傾けたエルボを介して接続した直管からなり、更に該直管の端部に45度エルボを介して垂直管を接続すると共に該垂直管にエルボを介して敷地排水管と並行して且つ同じ流下方向に配置された直管を接続し、該直管を排水桝の本体部に接続して構成されていることを特徴とする排水管と排水桝との接続構造。It is a connection structure between a drain pipe from a building and a drainage pipe provided on a site drainage pipe that is piped on the outer periphery of the building and has a lower water flow level than the drainage pipe. And a main body provided with a water channel connected to the end of the drainage pipe, and at least a pipe that descends from a high installation level of the drainage pipe to a lower level of the end connected to the main body A part of the pipe is inclined, and the inclined pipe is composed of a straight pipe connected to an end of the drain pipe through an elbow inclined at 45 degrees upstream of the site drain pipe, and further, an end of the straight pipe A vertical pipe is connected to the vertical pipe via a 45 ° elbow, and a straight pipe arranged parallel to the site drainage pipe and in the same flow direction is connected to the vertical pipe via the elbow. exhaust, characterized in that it is constructed by connecting the parts Connection structure between the tube and catch basins.
JP2002062911A 2002-03-08 2002-03-08 Connection structure between drain pipe and drain Expired - Fee Related JP3970059B2 (en)

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