JP2006207190A - Building drainage system and instrument drain pipe unit used for the same - Google Patents

Building drainage system and instrument drain pipe unit used for the same Download PDF

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JP2006207190A
JP2006207190A JP2005018532A JP2005018532A JP2006207190A JP 2006207190 A JP2006207190 A JP 2006207190A JP 2005018532 A JP2005018532 A JP 2005018532A JP 2005018532 A JP2005018532 A JP 2005018532A JP 2006207190 A JP2006207190 A JP 2006207190A
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pipe
drainage
vertical
drain pipe
drain
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JP4643282B2 (en
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Hideyuki Maruyama
秀行 丸山
Nobuyuki Tsukagoshi
信行 塚越
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Bridgestone Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a drainage system disusing a special junction joint like a conventional drainage system, smoothly joining drain of a vertical drain pipe and instrument drain pipes, and moreover forming each pipe of a comparatively narrow pipe. <P>SOLUTION: This building drainage system comprises the vertical drain pipe 1; the instrument drain pipes 3; an instrument drain pipe unit 4 bundling a large number of bent pipes 5 with the tips hanging down near the vertical drain pipe, and having a confluence part at the tip part; and an injection port 7 formed in the vertical drain pipe and injecting drain along the internal wall of the vertical pipe. The respective instrument drain pipes are connected at their tips to the bent pipes without joining, and the instrument drain pipe unit is connected to the injection port. Drain from each of kitchen and sanitary instruments becomes a siphon stream in the instrument drain pipe and is perpendicularly changed in the speed component and injected along the internal wall of the vertical pipe from the injection port, and then joins the drain in the vertical drain pipe. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は主として高層建物における新規な建築排水システム(以下、単に排水システムという)及びこれに用いる器具排水管ユニットに関するものである。   The present invention mainly relates to a novel architectural drainage system (hereinafter simply referred to as a drainage system) in a high-rise building and an appliance drainage pipe unit used therefor.

近年、高層集合住宅等における排水システムは各階からの排水に対して特殊な継手を使用して排水立管に合流する排水システムが採用されている。かかる排水システムの基本はスイスのソベント社の提案した排水システムが基本となっており、その技術は各階の大径の器具排水管に勾配をつけ、水平方向から排水立管内に合流するものである。しかるに、この排水流れがあまりに遅い垂直速度であることで起こる局所的充水率の急増がスラグ流(脈流)を発生させ、通気抵抗の異常上昇による管内圧力変動に繋がってしまう。このため、排水能力の低下現象を克服するため、継手形状の特殊化で排水に旋回流を起こさせ、かつ継手の胴体部拡径(立管断面積の3〜4倍相当)の水平断面確保で継手容量を増し排水能力を確保していた。   2. Description of the Related Art In recent years, a drainage system in a high-rise apartment or the like has been adopted in which drainage from each floor is joined to a drainage stand using a special joint for drainage from each floor. The drainage system is based on the drainage system proposed by Sovent in Switzerland, and its technology is to grade the large-diameter equipment drainage pipes on each floor and join the drainage pipes from the horizontal direction. . However, the sudden increase in the local filling rate caused by the drainage flow having a too slow vertical velocity generates a slag flow (pulsation flow), which leads to fluctuations in the pipe pressure due to an abnormal increase in ventilation resistance. For this reason, in order to overcome the phenomenon of reduced drainage capacity, a swirling flow is caused in the drainage by specializing the joint shape, and a horizontal section of the joint body diameter is expanded (equivalent to 3 to 4 times the vertical cross-sectional area). The joint capacity was increased and the drainage capacity was secured.

上記のソベント社による特殊継手による排水システムは、通気立管のない単管式を採用し、各階合流部の排水立管継手に工夫を凝らし、高層建築への適用性にもかなうものとして開発が行われている。しかるに、一般に便器の排水流量の瞬時最大流量が大きく固形物搬送もあり器具排水管は75Aと大径であり、これに伴い排水立管径は100Aとなり、30階を越える高層の建物では125〜150A程度になってしまう。そして、排水立管径が100Aであっても、継手の胴体部外径は150〜180mm程度となってしまい、150A管の外径と同等かそれ以上となる。   The above-mentioned drainage system with special joints by Sovent Company adopts a single pipe type without venting vertical pipes, and devised the drainage vertical pipe joints at the confluence of each floor and developed it to meet the applicability to high-rise buildings. Has been done. However, in general, the instantaneous maximum flow rate of toilet drainage is large and there is also solid material transport, and the drainage pipe is 75A and the diameter is 100A. Accordingly, the drainage pipe diameter is 100A. It becomes about 150A. And even if the drainage vertical pipe diameter is 100A, the outer diameter of the body part of the joint is about 150 to 180 mm, which is equal to or larger than the outer diameter of the 150A pipe.

そして、排水立管内壁に器具排水管の流れを横方向から合流させると、横方向からの排水流れは排水立管の断面を横切って対向する管壁に衝突し、飛散して下方向に落下する流れとなり、流水騒音源となるばかりでなく、排水立管の排水流れの摩擦努断力により下方向に帯同降下する通気流の局部抵抗となり、通常、合流部直下で起き易いシステム最小負圧を成長させることになってしまう(特許文献1)。   Then, when the flow of the instrument drain pipe is merged from the lateral direction to the inner wall of the drainage vertical pipe, the drainage flow from the lateral direction collides with the opposite pipe wall across the cross section of the drainage vertical pipe, scatters and falls downward The system's minimum negative pressure, which tends to occur not only as a source of running noise, but also as a local resistance of the aeration flow that descends downward due to the frictional force of the drainage flow of the drainage pipe, and usually occurs just under the junction (Patent Document 1).

特開平10−332066号(図1、図2)Japanese Patent Laid-Open No. 10-332066 (FIGS. 1 and 2)

更に言えば、排水立管に合流する器具排水管の径が太い(同径又は1サイズ小径)場合は、器具排水管流れと立管流れが衝突すると、主として器具排水管の排水が立管の断面を横切り閉塞するためと、垂直速度が極端に小さい排水流れが排水立管内断面を覆い尽くすほどの充水率上昇(水塊)を招き、排水立管内を下降する空気流の局部抵抗となり、又、この魂が不規則に降下するため、継手合流部直下部で「システム最小圧力変動」が発達し、400(Pa)を越えると他の衛生器具群の封水が破封してシステムダウンとなる。   Furthermore, if the diameter of the drainage pipe that joins the drainage standpipe is large (same diameter or one size small diameter), when the drainage pipe flow and the standpipe flow collide, Because the drainage flow with extremely low vertical velocity covers the cross section in the drainage vertical pipe, it causes local resistance of the air flow that descends in the drainage vertical pipe. In addition, since this soul drops irregularly, “system minimum pressure fluctuation” develops just below the joint merging section, and when it exceeds 400 (Pa), the sealing water of other sanitary equipment groups breaks and the system goes down. It becomes.

そして、通常は鋳鉄製の継手が用いられているが、重量があり、かつ大きいため、施工性は一般によくない。古くは排水立管も鋳鉄管が使われていたが、最近では、同じ理由で、やや軽量な硬質塩ビライニング鋼管が多く使われている。しかし、塩ビの使用やリサイクルに適さない構造と材料である。   And although the joint made from cast iron is usually used, since there exists weight and is large, workability | operativity is generally not good. In the old days, cast iron pipes were also used as drainage pipes, but recently, for the same reason, a slightly lighter rigid PVC-lined steel pipe is often used. However, the structure and material are not suitable for the use or recycling of PVC.

本発明は、排水立管と器具排水管との排水の合流をスム−ズになし、しかも各管は比較的細い管で構成した排水システムを提供するもので、従来のような胴体外形が大きな、かつ、重い特殊な合流継手を使用することのない新たな排水システム、及びこのシステムに用いられる器具排水管ユニットを提供することを目的としている。   The present invention provides a drainage system in which the drainage of the drainage standpipe and the instrument drainage pipe is smoothly merged, and each pipe is constituted by a relatively thin pipe, and has a large body shape as in the prior art. And it aims at providing the new drainage system which does not use a heavy special junction joint, and the equipment drain pipe unit used for this system.

本発明の第1の要旨は、高層建物を上下に貫く排水立管と、水廻り器具からの器具排水管と、排水立管の近傍に先端を垂下させた多数のベンド管を束ね、先端部に合流部を有する器具排水管ユニットと、排水立管内に形成し立管の内壁に添って噴射する噴射口と、からなり、各器具排水管は合流することなくその先端をベンド管に連結してなり、器具排水管ユニットは噴射口に連結されたものであり、水廻り器具からの排水は、器具排水管内をサイフォン流れとし、器具排水管ユニット内にて垂直方向に速度成分を変化させ、かつ、噴射口より立管の内壁に添って噴射され、その後、排水立管内の排水と合流することを特徴とする建築排水システムを提供するもので、通常は器具排水管は可撓性樹脂管や耐食性金属管であり、好ましくは噴射口に接続して逆止機構を備えるのがよい。   The first gist of the present invention is to bundle a drainage vertical pipe penetrating up and down a high-rise building, an instrument drainage pipe from a watering device, and a number of bend pipes whose tips are suspended in the vicinity of the drainage vertical pipe. The instrument drain pipe unit is formed in the drainage vertical pipe and the injection port is formed along the inner wall of the vertical pipe, and each instrument drain pipe is connected to the bend pipe without joining. The drainage unit of the appliance is connected to the injection port, and the drainage from the watering device is a siphon flow in the appliance drainage pipe, and the velocity component is changed in the vertical direction in the appliance drainage pipe unit. In addition, the construction drainage system is characterized in that it is jetted along the inner wall of the vertical pipe from the injection port and then merged with the drainage in the vertical drainage pipe. Or a corrosion resistant metal tube, preferably jetted It may be provided with non-return mechanism connected to.

本発明の第2の要旨は、上記第1の発明に用いられる器具排水管ユニットであって、ほぼ水平方向に開口して器具排水管に接続する受口となるベンド管と、これより垂直方向に伸びる垂下管と、当該複数の垂下管を集束してなり、前記垂下管の先端に合流管を接続し、当該合流管にて各垂下管からの排水流れを一つに合流し、かつ、この合流管より排水立管に接続する管路を備えたことを特徴とする器具排水管ユニットであって、器具排水管に接続する受口が束ねられ、或いは水平方向に一又は複数列をなすユニットである。   A second gist of the present invention is an instrument drain pipe unit used in the first invention, a bend pipe that opens in a substantially horizontal direction and serves as a receiving port connected to the instrument drain pipe, and a vertical direction therefrom. A plurality of drooping pipes, and a plurality of drooping pipes are converged, a confluence pipe is connected to the tip of the drooping pipe, and the drainage flow from each drooping pipe is merged into one at the confluence pipe, and A device drainage pipe unit comprising a pipe line connected to the drainage vertical pipe from the junction pipe, wherein receptacles connected to the equipment drainage pipe are bundled or form one or more rows in the horizontal direction. Is a unit.

本発明の排水システムによれば、排水立管は比較的細い管が採用可能であり、しかもこれに合流する器具排水管も又細いものでよく、しかも合流箇所での不都合もなく、高層建築にも十分適用可能なシステムが提供できたものである。   According to the drainage system of the present invention, a relatively thin pipe can be adopted as the drainage pipe, and the equipment drainage pipe joining therewith can also be thin, and there is no inconvenience at the joining point, so that it can be used for high-rise buildings. Was able to provide a fully applicable system.

しかも比較的安価な、数の少ない部材をもって全体が構成されるため、施工工数も少なく、熟練度もそれほど必要がないという優れた排水システムを提供できたものである。   And since the whole is comprised with a comparatively cheap member with few numbers, it was able to provide the outstanding drainage system that there are few construction steps and the skill level is not so required.

又、本発明の器具排水管ユニットによれば、器具排水からの排水を効率よく立管の排水と合流可能としたものであり、更に、この器具排水管ユニットは工場にて組み立て可能であり、施工現場での調整等が特別必要でなくなるという特徴がある。   Moreover, according to the instrument drain pipe unit of the present invention, the drainage from the instrument drain can be efficiently merged with the drain of the vertical pipe, and this instrument drain pipe unit can be assembled at the factory. There is a feature that adjustment at the construction site is not necessary.

本発明は以上の通りであり、器具排水管に無理に勾配をつけることなく、又、ソベント社の継手にて代表される特殊継手を用いることなく、新規な排水システムを提供するもので、その第1の特徴は、各器具からの器具排水管を小径の勾配なし可撓器具排水管を用い、かつサイフォン力にて排水流れとするものであり、第2の特徴としては、この器具排水管を排水立管に合流する前に、夫々を下向きに90度屈曲する器具排水管ユニットに導き、器具排水管の排水流れを垂直方向の速度成分を変化させてから一つに合流し、最後に排水立管の管壁に備えた噴射口より排水立管内壁に沿って下向きに噴射するものである。このように、器具排水管からの排水を満流とし、かつ高垂直方向成分の速度をもって排水立管の内壁に添って下向きの流れを形成したもので、上層部からの排水立管内の流れとスムーズな合流を達成するものである。   The present invention is as described above, and provides a novel drainage system without forcibly imparting a gradient to the instrument drain pipe and without using a special joint represented by a joint of Sovent. The first characteristic is that the instrument drain pipe from each instrument is a flexible instrument drain pipe having a small diameter without any gradient, and the drainage flow is made by siphon force. The second feature is that the instrument drain pipe is Before joining the drainage standpipe, each is led to the instrument drainage pipe unit bent 90 degrees downward, the drainage flow of the instrument drainage pipe is merged into one after changing the vertical velocity component, and finally It sprays downward along the inner wall of the drainage vertical pipe from the injection port provided on the pipe wall of the drainage vertical pipe. In this way, the drainage from the appliance drainage pipe is full, and a downward flow is formed along the inner wall of the drainage vertical pipe with a high vertical component speed. A smooth merging is achieved.

第1の特徴について言えば、器具排水管は排水の漏れ、詰まり等をなくすため、いずれも横管の途中にて合流せず、立管への合流の直前で一つの流れに合流して立管内へ噴射するものである。そして、器具排水管は可撓性樹脂管又は耐食金属管が採用され、その施工作業性は極めて効率的である。しかも無勾配配管で十分であり、その施工の容易さは従来の勾配を付ける配管とは比ぶべくもない。勿論、従来の勾配を備えた配管であってもよく、更に、逆に言えば、若干の逆勾配がもたらされた配管であっても使用可能である。   Speaking of the first feature, in order to eliminate drainage leakage and clogging, the appliance drain pipes do not merge in the middle of the horizontal pipe, but merge into a single flow just before joining the vertical pipe. It is injected into the pipe. The instrument drain pipe is a flexible resin pipe or a corrosion-resistant metal pipe, and its workability is extremely efficient. Moreover, non-gradient piping is sufficient, and the ease of construction is incomparable to conventional piping with a gradient. Of course, it may be a pipe having a conventional gradient, and moreover, a pipe having a slight reverse gradient can be used.

この合流形式は、在来型排水継手や特殊継手排水システムのように器具排水管からゆっくりした垂直速度成分による合流ではなく、器具排水管流れの垂直成分速度としては在来方式の100倍以上の速度として合流させるものである。   This type of merging is not a merging due to a slow vertical velocity component from the instrument drain pipe as in conventional drainage joints and special joint drainage systems, but the vertical component velocity of the instrument drain pipe flow is more than 100 times that of the conventional method. It will be merged as speed.

第2の特徴について更に言及すると、従来の排水立管と器具排水管との合流にあって、立管内の排水量に比較して器具排水管からの排水の量が比較的少ない場合にはそれほど問題とはならないが、器具排水管からの排水の量が増すにつれて合流の際の不具合が顕著になってくることが判明した。即ち、前述したように器具排水管からの排水の量が増すと、排水が立管内の排水と直ちに合流せずに立管内を横切り対向する立管内面にまで達してしまうことになる。   The second feature will be further described. In the case where the conventional drainage pipe and the instrument drainage pipe are combined, the amount of drainage from the instrument drainage pipe is relatively small compared to the drainage amount in the vertical pipe. However, it became clear that the troubles at the time of merging became more prominent as the amount of drainage from the instrument drain pipe increased. That is, as described above, when the amount of drainage from the appliance drain pipe increases, the drainage does not immediately merge with the drainage in the vertical pipe, but reaches the inner surface of the vertical pipe facing across the vertical pipe.

従って、合流部における器具排水管からの排水の立管内面への衝突音、器具排水管からの排水と立管からの排水との合流音が生じ、更には、器具排水管からの排水が立管内部を横切ることから来る局部的充水率の異常上昇が生じ、これによって立管内の負圧の発生による不具合等があり改善が要求されていた。即ち、伸頂通気方式排水システムに必須の排水立管内の通気断面積を確保することができなくなるという問題が生じるものである。   Therefore, a collision sound of the drainage from the appliance drainage pipe to the inner surface of the vertical pipe at the merging portion, a merging sound of the drainage from the equipment drainage pipe and the drainage from the vertical pipe, and further, the drainage from the appliance drainage pipe is raised An abnormal increase in the local water filling rate resulting from crossing the inside of the pipe occurred, and there was a problem due to the generation of negative pressure in the vertical pipe, which required improvement. That is, there arises a problem that it becomes impossible to secure a cross sectional area in the drainage pipe, which is essential for the extended top ventilation type drainage system.

このため、本発明は器具排水管からの排水の垂直方向の速度成分の変化をもたらし、器具の同時排水を合流させて一つの流れとし、これを排水立管の内壁に添って噴射して立管内の上方排水と合流させるものである。このため、両者の合流はスム−ズになり、しかも内壁に添って下向きに噴射することから排水の流れは管内壁を巻く環状流れとなるため、結果的に立管内壁を洗浄する効果を伴い、自浄作用の高い排水立管となるという有利な点もある。   For this reason, the present invention brings about a change in the vertical velocity component of the drainage from the appliance drainage pipe, and the simultaneous drainage of the appliances is merged into a single flow, which is injected along the inner wall of the drainage standpipe. It merges with the upper drainage in the pipe. For this reason, the merging of both is smooth, and since the downward flow along the inner wall is jetted, the drainage flow is an annular flow that wraps around the inner wall of the pipe, resulting in the effect of cleaning the inner wall of the vertical pipe There is also an advantage that it becomes a drainage pipe with a high self-cleaning action.

本発明にあって、器具排水管内の排水を垂直方向に速度成分の変化をもたらす必要があるが、これは、排水立管の近傍にて、第2発明、即ちベンド管及び/又は垂下管を束ねて器具排水管ユニットを装着しておき、これに器具排水管を連結するだけでよく、これによって器具排水管の排水駆動力を生み出すことになる。尚、ベンド管及び垂下管は金属管や樹脂管であり特に限定はない。   In the present invention, it is necessary to cause the velocity component of the drainage in the appliance drainage pipe to change in the vertical direction. This is because the second invention, that is, the bend pipe and / or the drooping pipe, is provided in the vicinity of the drainage vertical pipe. It is only necessary to bundle the instrument drain pipe unit and attach the instrument drain pipe to the instrument drain pipe unit, thereby generating the drain driving force of the instrument drain pipe. The bend pipe and the drooping pipe are metal pipes or resin pipes and are not particularly limited.

本発明の第2の器具排水管ユニットあって、ベンド管の器具排水管に接続する受口は全てのベンド管を束ねておくのもよいが、これを水平方向に一又は複数列に配置しておくことも可能である。勿論、必ずしも開口方向を異ならせておくこともできるものである。受口に接続される器具排水管は無勾配配管であり、その施工の容易さは従来の勾配を付ける配管とは比ぶべくもない。勿論、従来の勾配を備えた配管であってもよく、更に、逆に言えば、若干の逆勾配がもたらされた配管であっても使用可能である。 In the second instrument drainage tube unit of the present invention, the socket to be connected to the instrument drain pipe of the bent pipe may keep bundling all bent pipe, but place it in a horizontal direction to one or more columns It is also possible to keep it. Of course, the opening direction can be different. The appliance drain pipe connected to the receiving port is a non-gradient pipe, and the easiness of the construction is not comparable to a conventional pipe having a gradient. Of course, it may be a pipe having a conventional gradient, and moreover, a pipe having a slight reverse gradient can be used.

又、排水立管への合流の直前で一つの流れに合流するが、その際の合流について述べれば、一住戸には多い時には6〜7の水廻り器具を設置するが、これが全て同時に使用されることは少なく、統計上99%の確率で2つの器具から同時排水が行われる程度であり、合流管の管径は大掛かりなものを必要とせず、従来使用している管径のものよりも縮径可能である。   In addition, it merges into a single flow just before merging into the drainage standpipe, but as for merging at that time, 6 to 7 watering devices are installed in one dwelling unit when there are many, but these are all used at the same time. There is little chance of statistical drainage from two instruments with a statistical probability of 99%. The pipe diameter of the merged pipe does not need to be large and is larger than that of the pipe diameter used in the past. The diameter can be reduced.

更に、排水立管内に噴射口を備える必要があるが、これも、予めユニット化しておくのがよく、例えば、排水立管の周囲を覆って装着するソケットと、ソケットより内側に突出し下向きにスリットが形成された噴射口と、この噴射口に連続してソケットより外向きに突出した接続口とを備えた合流継手ユニットを構成するのが好ましい。尚、噴射口の先端に逆止機構を備えれば、異常時の逆流防止に効果的である。   In addition, it is necessary to provide a spray outlet in the drainage pipe, but it is also better to unitize it in advance, for example, a socket that covers the periphery of the drainage pipe and a socket that protrudes inward from the socket and slits downward It is preferable to constitute a junction joint unit that includes an injection port in which is formed and a connection port that protrudes outward from the socket continuously from the injection port. In addition, if a check mechanism is provided at the tip of the injection port, it is effective for preventing a backflow at the time of abnormality.

本発明は以上の通りであり、結果として排水立管用特殊継手の資源と開発技術が不要となり、かつ、局部的充水率の異常上昇が起きない構造の排水立管への合流方式であり、全く新たな排水メカニズムと排水流れを制御した排水システムである。そして、排水立管への接合にあっても、例えば特許文献2に示すような特殊で重量のある排水立管継手等を用いる必要のない排水システムが提供できたものである。   The present invention is as described above, and as a result, the resource and development technology for special joints for drainage vertical pipes are not required, and a method for merging into drainage vertical pipes with a structure that does not cause an abnormal increase in local water filling rate, It is a completely new drainage mechanism and drainage system with controlled drainage flow. And even if it exists in joining to a drainage standpipe, the drainage system which does not need to use the drainage standpipe joint etc. which are special and heavy as shown, for example in patent document 2 was able to be provided.

特開2003−227157号公報JP 2003-227157 A

更に言うと、従来の排水システムにあっては、排水立管を細くするという一つの目的のため、逆に排水継手が太く、大きく、しかも重量の重いものを採用していたが、本発明にあっては、かかる継手を採用せず、排水立管のみで伸頂通気方式排水システムを構成するもので、従来のような大掛かりな継手を使用しない替わりに、従来の排水立管と同径かやや太い排水立管を用いるのがよい。これは資源的に見て、大掛かりな特殊な継手を多数採用するよりは軽量で安価につくものであり、施工工数的にも排水システム全体としても優れたものであるということができる。   Furthermore, in the conventional drainage system, the drainage joint is thick, large and heavy for the purpose of narrowing the drainage standpipe. In such a case, such a joint is not used, and the drainage system is constructed with only a drainage standpipe. Instead of using a large joint as in the conventional case, the diameter is the same as that of a conventional drainage standpipe. It is better to use a slightly thick drainage pipe. In terms of resources, this is lighter and cheaper than employing a large number of special joints, and can be said to be superior in terms of construction man-hours and the entire drainage system.

尚、器具排水管のサイフォン流れについては、本特許出願人による提案がなされておりここでは言及しない(特許文献3、4)。   Note that the siphon flow in the appliance drain pipe has been proposed by the applicant of the present patent and is not mentioned here (Patent Documents 3 and 4).

特開2002−302977号公報JP 2002-302977 A

特開2003−201727号公報JP 2003-201727 A

以下、本発明を実施例をもって更に詳細に説明する。
図1は本発明の第1である排水システムの全体図である。図中、符号1は排水立管であり、この例では管径125Aで薄肉のステンレス鋼板製の立管である。2は各階における水廻り器具であり、これらの器具2から夫々独立して器具排水管3が連結している。かかる器具排水管3は20Aのポリブテン製の可撓性樹脂管である。これらは床上に無勾配で置かれ、床上では合流されることはない。
Hereinafter, the present invention will be described in more detail with reference to examples.
FIG. 1 is an overall view of a drainage system which is the first of the present invention. In the figure, reference numeral 1 denotes a drainage standpipe, and in this example, a standpipe made of a thin stainless steel plate having a pipe diameter of 125A. Reference numeral 2 denotes a watering device on each floor, and a device drain pipe 3 is connected to each device 2 independently. The appliance drain pipe 3 is a flexible resin pipe made of 20A polybutene. They are placed on the floor with no gradient and are not merged on the floor.

4は器具排水管ユニットであり、L字状の樹脂又はステンレス鋼板製ベンド管5が(例えば7本)一つに束ねられて構成されており、通常は、図示するように排水立管1の近傍に備えられ、床上に位置するベンド管5の先端に任意の手段にて前記した器具排水管3が夫々連結されることになる。ベンド管5一方の端部は垂直に0.5〜2.5m程垂下管5aが接続されており、合流管6にて一つの流れにまとめられる。この垂直方向の長さが排水流れに垂直方向の速度を与えることになる。このような排水管ユニット4は予め束ねられて一つのユニットとされているのが施工作業上好ましいものである。 4 is an appliance drain pipe unit, which is formed by bundling L-shaped resin or stainless steel bend pipes 5 (for example, seven), and is usually formed as shown in FIG. The appliance drain pipe 3 described above is connected to the tip of the bend pipe 5 provided in the vicinity and located on the floor by any means. One end of the bend pipe 5 is connected to a drooping pipe 5a vertically by about 0.5 to 2.5 m. This vertical length gives the drainage flow a vertical velocity. It is preferable in terms of construction work that such drain pipe units 4 are bundled in advance to form one unit.

一方、排水立管1には下向きに噴射口7が備えられ、合流管6と噴射口7とを連結して器具排水管3内の排水は排水立管1内に噴射される。噴射口7はやや斜め方向を可とする下向きに備えられ、排水立管1内を流下する排水流れとは直角方向にはぶつかり合わないようにするものである。好ましくは、排水立管1の内壁に添って流下するように噴射するものであり、垂直方向の速度は1〜1.5m/s程度である。これは器具排水管からの排水流れの垂直速度は従来の横管の排水流れの100〜150倍の高速で合流するので、合流部の立管断面閉塞と局部的充水率上昇がなく、かつ、かかる排水の流れは排水立管1の内壁を伝い、通常は環状の流れを描いて流下し、その後スム−ズに排水立管1内の排水流れと合流することになる。   On the other hand, the drainage stand 1 is provided with an injection port 7 facing downward, and the merging tube 6 and the injection port 7 are connected to discharge the wastewater in the appliance drainage tube 3 into the drainage standpipe 1. The injection port 7 is provided in a downward direction allowing a slightly oblique direction so that it does not collide with the drainage flow flowing down in the drainage stack 1 in a direction perpendicular to the drainage flow pipe 1. Preferably, it sprays so that it may flow down along the inner wall of the drainage standpipe 1, and the vertical speed is about 1 to 1.5 m / s. This is because the vertical velocity of the drainage flow from the appliance drainage pipe merges at a high speed 100 to 150 times the drainage flow of the conventional horizontal pipe, so there is no vertical section cross-section blockage and no local increase in the water filling rate. Such a flow of drainage travels along the inner wall of the drainage standpipe 1 and usually flows in an annular flow, and then smoothly joins the drainage flow in the drainage standpipe 1.

図2は排水立管1に備えられる噴射口7を備えた継手10を示し排水立管1の下側より見た図であり、図3はその分解図である。この継手10は排水立管1を囲む一対のソケット11、12とこの一方側11に短管13が備えられ、この短管13には先端に下向きの噴射口7を形成したパイプ14が例えばねじ込まれるものであり、排水流れは立管1の内壁を垂直高速流として下降し、排水立管1内の排水と合流することになる。パイプ14の他端15は前記した合流管6に連結される。尚、図示はしないが、噴射口7に任意の逆止機構を備えるのが好ましく、例えば、排水立管1内の排水の逆流や洗剤等による泡の逆流入等を防ぐことになる。   FIG. 2 is a view of the joint 10 provided with the injection port 7 provided in the drainage stand 1 as viewed from the lower side of the drainage stand 1, and FIG. 3 is an exploded view thereof. The joint 10 is provided with a pair of sockets 11 and 12 surrounding the drainage stand 1 and a short pipe 13 on one side 11 thereof. A pipe 14 having a downward injection port 7 formed at the tip of the short pipe 13 is screwed, for example. The drainage flow descends as a vertical high-speed flow on the inner wall of the vertical pipe 1 and joins the drainage in the vertical drainage pipe 1. The other end 15 of the pipe 14 is connected to the junction pipe 6 described above. Although not shown, it is preferable to provide an arbitrary check mechanism at the injection port 7, for example, to prevent backflow of drainage in the drainage stand 1 or backflow of bubbles due to detergent or the like.

このような継手10を採用することにより、排水立管1にパイプ14の先端が嵌るだけの穴を開けるだけで作業が行われるもので、その作業も従来の特殊な管継手の場合よりもいたって簡便に作業が完了する。しかも、従来の継手はリフォ−ム時における適合性に欠ける場合があったが、本発明の場合には、排水立管1への継手の装着はいたって簡単であり、リフォ−ム時の水廻り器具の配置の変更や増設にも簡単に応ぜられることになる。   By adopting such a joint 10, the work is performed simply by opening a hole in the drainage stand 1 so that the tip of the pipe 14 can be fitted, and the work is also more than in the case of a conventional special pipe joint. The work is completed easily. Moreover, the conventional joints sometimes lacked suitability at the time of reforming, but in the case of the present invention, the fitting of the joints to the drainage pipe 1 is simple, and the water circulation at the time of reforming is easy. It is easy to respond to changes and expansions in the arrangement of equipment.

排水立管側から言えば、工場で予めアルゴン溶接又はハンダ付け接合加工し、現場溶接又はハンダ付け組立てとし、排水立管は各階を貫く単純な排水立管となる。   Speaking from the drainage stand side, argon welding or soldering joint processing is carried out in advance at the factory, and field welding or soldering assembly is performed, and the drainage standpipe becomes a simple drainage standpipe that penetrates each floor.

図4は第2発明の器具排水管ユニット4の詳細図である。この例では7本のベンド管5が用いられ、頭部5aを一方向(水平方向)に向け、垂下管5bを束ねたものである。頭部5aは水平方向に開口して器具排水管を接続する受口部位である。ベンド管5を束ねる材料は特に限定はなく省略する。そして、垂下管5bの先端に合流管6を接続し、合流管6内にて各ベンド管5からの排水流れを一つに合流する。その合流管6には排水立管に接続する管路5cを備えたものであり、この管路5cが上記の噴射口7に接続し、第1発明の排水システムを構成する。尚、垂下管5bの長さが排水流れの速度成分を決定する要因であり、通常は1〜2m程度である。尚、垂下管5bはベンド管5と一体のものでもよいことは勿論である。   FIG. 4 is a detailed view of the instrument drain pipe unit 4 of the second invention. In this example, seven bend pipes 5 are used, the head part 5a is directed in one direction (horizontal direction), and the drooping pipes 5b are bundled. The head 5a is a receiving part that opens in the horizontal direction and connects the appliance drain pipe. The material for bundling the bend pipe 5 is not particularly limited and will be omitted. Then, the junction pipe 6 is connected to the tip of the drooping pipe 5 b, and the drainage flows from the respective bend pipes 5 are joined together in the junction pipe 6. The junction pipe 6 is provided with a pipe line 5c connected to a drainage vertical pipe, and this pipe line 5c is connected to the injection port 7 to constitute the drainage system of the first invention. In addition, the length of the drooping pipe 5b is a factor that determines the velocity component of the drainage flow, and is usually about 1 to 2 m. Of course, the drooping pipe 5b may be integrated with the bend pipe 5.

図5は第2発明の器具排水管のベンド管5の器具排水管を接続する受口を正面から見た例であり、図5(a)は受口を束ねた例、図5(b)は一列に配列した例、図5(c)は二列に配列した例である。   FIG. 5 is an example of the receiving port for connecting the instrument drain pipe of the bend pipe 5 of the instrument drain pipe of the second invention as seen from the front, and FIG. 5 (a) is an example in which the receptacle is bundled, FIG. 5 (b). Is an example arranged in one row, and FIG. 5C is an example arranged in two rows.

以上、第1発明の排水システムにおける器具排水管からの排水の流れを中心に述べれば、サイフォン流れをもって器具排水管ユニット4のベンド管5の頭部5aより流入し、そして、このベンド5に接続された垂下5bにて下向きに速度成分を変化され、噴射口7にて更に速度成分を変化させて高速壁面環状流を形成し、立管の断面を横断しない充水率の低い流れとなり、通気抵抗を最小化し、システム最小圧力を緩和し排水立管の排水能力増に寄与することとなる。 As mentioned above, the flow of drainage from the instrument drain pipe in the drainage system of the first invention will mainly be described. The siphon flow flows in from the head 5a of the bend pipe 5 of the instrument drain pipe unit 4, and the bend pipe 5 is fed into the bend pipe 5. The speed component is changed downward by the connected drooping pipe 5b, and the speed component is further changed at the injection port 7 to form a high-speed wall-surface annular flow, resulting in a low water filling rate that does not cross the cross section of the vertical pipe. It will contribute to the drainage capacity of the drainage pipe by minimizing the ventilation resistance and relaxing the system minimum pressure.

本発明は以上の通りであり、通常の集合住宅やオフィスビルに採用できることは勿論、現在数多く建築され、或いは計画されているような超高層ビルの排水システムにも利用可能な優れた排水システムである。   The present invention is as described above. In addition to being applicable to ordinary apartment buildings and office buildings, the present invention is an excellent drainage system that can be used for drainage systems of skyscrapers that are currently being built or planned in large numbers. is there.

図1は本発明の第1の排水システムの概念図である。FIG. 1 is a conceptual diagram of a first drainage system of the present invention. 図2は本発明の排水システムの用いる噴射口を構成する継手である。FIG. 2 shows a joint constituting an injection port used in the drainage system of the present invention. 図3は図2の継手の分解図である。FIG. 3 is an exploded view of the joint of FIG. 図4は本発明の第2の器具排水管ユニットである。FIG. 4 shows a second instrument drain pipe unit of the present invention. 図5は本発明の第2の器具排水管ユニットの受口の正面図である。FIG. 5 is a front view of the receiving port of the second instrument drain pipe unit of the present invention.

符号の説明Explanation of symbols

1‥排水立管、
2‥水廻り器具、
3‥器具排水管、
4‥器具排水管ユニット、
5‥ベンド管、
5a‥頭部、
5b‥垂下管、
5c‥管路、
6‥合流管、
7‥噴射口、
10‥継手、
11、12‥ソケット、
13‥短管、
14‥パイプ。
1. Drainage pipe,
2. Watering equipment,
3. Instrument drain pipe,
4. Instrument drain pipe unit,
5. Bend pipe,
5a ... head,
5b ... drooping tube,
5c ... pipeline,
6. Confluence pipe,
7. Jet port,
10 ... Fittings
11, 12 ... Socket,
13. Short tube,
14 ... pipe.

Claims (4)

高層建物を上下に貫く排水立管と、水廻り器具からの器具排水管と、排水立管の近傍に先端を垂下させた多数のベンド管を束ね、先端部に合流部を有する器具排水管ユニットと、排水立管内に形成し立管の内壁に添って噴射する噴射口と、からなり、各器具排水管は合流することなくその先端をベンド管に連結してなり、器具排水管ユニットは噴射口に連結されたものであり、水廻り器具からの排水は、器具排水管内をサイフォン流れとし、器具排水管ユニット内にて垂直方向に速度成分を変化され、かつ、噴射口より立管の内壁に添って噴射され、その後、排水立管内の排水と合流することを特徴とする建築排水システム。   A drainage pipe unit that bundles a drainage pipe that penetrates a high-rise building up and down, an equipment drainage pipe from a watering device, and a number of bend pipes with the tip hanging down in the vicinity of the drainage pipe, and has a junction at the tip And an injection port that is formed in the drainage vertical pipe and injects along the inner wall of the vertical pipe. Each appliance drainage pipe is connected to the bend pipe without joining, and the appliance drainage pipe unit is jetted. The drainage from the watering device is made into a siphon flow in the device drainage pipe, the velocity component is changed in the vertical direction in the device drainage pipe unit, and the inner wall of the vertical pipe from the injection port The architectural drainage system is characterized in that it is sprayed along with the drainage and then merged with the drainage in the drainage pipe. 前記噴射口に接続して逆止機構を備えた請求項1記載の建築排水システム。   The building drainage system according to claim 1, further comprising a check mechanism connected to the injection port. 請求項1に記載の建築排水システムに用いられる器具排水管ユニットであって、ほぼ水平方向に開口して器具排水管に接続する受口となるベンド管と、これより垂直方向に伸びる垂下管と、当該複数の垂下管を集束してなり、前記垂下管の先端に合流管を接続し、当該合流管にて各垂下管からの排水流れを一つに合流し、かつ、この合流管より排水立管に接続する管路を備えたことを特徴とする器具排水管ユニット。   It is an appliance drain pipe unit used for the building drainage system according to claim 1, and is a bend pipe which becomes a receiving port which opens in a substantially horizontal direction and is connected to the appliance drain pipe, and a droop pipe extending in a vertical direction therefrom. The plurality of drooping pipes are converged, and a junction pipe is connected to the tip of the drooping pipe, and the drainage flows from the drooping pipes are merged into one at the junction pipe, and the drainage pipe is drained from the junction pipe. An appliance drain pipe unit comprising a pipe line connected to a vertical pipe. 器具排水管に接続する受口が水平方向に一又は複数列をなす請求項3記載の器具排水管ユニット。   The appliance drain pipe unit according to claim 3, wherein the receptacles connected to the appliance drain pipe form one or more rows in the horizontal direction.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111262A (en) * 2006-10-30 2008-05-15 Bridgestone Corp Drain pipe remodeling system
JP2008115587A (en) * 2006-11-02 2008-05-22 Bridgestone Corp Drain pipe storage structure and closing member
JP2008156924A (en) * 2006-12-25 2008-07-10 Bridgestone Corp Confluent section structure
JP2008240252A (en) * 2007-03-26 2008-10-09 Bridgestone Corp Siphon drainage system
JP2020026633A (en) * 2018-08-09 2020-02-20 株式会社ブリヂストン Piping structure and manufacturing method of piping structure

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JPH0161268U (en) * 1987-10-09 1989-04-19
JPH08159346A (en) * 1994-12-05 1996-06-21 Takata Kk Drain hose
JPH0932055A (en) * 1995-07-19 1997-02-04 Matsushita Electric Works Ltd Aggregate drain system
JP2000297447A (en) * 1999-04-14 2000-10-24 Bridgestone Corp Drainage system for building
JP2002121787A (en) * 2000-10-17 2002-04-26 Bridgestone Corp Drain system in building
JP2002121793A (en) * 2000-10-17 2002-04-26 Bridgestone Corp Multi-equipment drainage system

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Publication number Priority date Publication date Assignee Title
JPH0161268U (en) * 1987-10-09 1989-04-19
JPH08159346A (en) * 1994-12-05 1996-06-21 Takata Kk Drain hose
JPH0932055A (en) * 1995-07-19 1997-02-04 Matsushita Electric Works Ltd Aggregate drain system
JP2000297447A (en) * 1999-04-14 2000-10-24 Bridgestone Corp Drainage system for building
JP2002121787A (en) * 2000-10-17 2002-04-26 Bridgestone Corp Drain system in building
JP2002121793A (en) * 2000-10-17 2002-04-26 Bridgestone Corp Multi-equipment drainage system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111262A (en) * 2006-10-30 2008-05-15 Bridgestone Corp Drain pipe remodeling system
JP2008115587A (en) * 2006-11-02 2008-05-22 Bridgestone Corp Drain pipe storage structure and closing member
JP2008156924A (en) * 2006-12-25 2008-07-10 Bridgestone Corp Confluent section structure
JP2008240252A (en) * 2007-03-26 2008-10-09 Bridgestone Corp Siphon drainage system
JP2020026633A (en) * 2018-08-09 2020-02-20 株式会社ブリヂストン Piping structure and manufacturing method of piping structure

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