JPH0374729B2 - - Google Patents

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Publication number
JPH0374729B2
JPH0374729B2 JP61024210A JP2421086A JPH0374729B2 JP H0374729 B2 JPH0374729 B2 JP H0374729B2 JP 61024210 A JP61024210 A JP 61024210A JP 2421086 A JP2421086 A JP 2421086A JP H0374729 B2 JPH0374729 B2 JP H0374729B2
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JP
Japan
Prior art keywords
pipe
tube
joint
drainage
vertical
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP61024210A
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Japanese (ja)
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JPS62185933A (en
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Filing date
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Priority to JP2421086A priority Critical patent/JPS62185933A/en
Publication of JPS62185933A publication Critical patent/JPS62185933A/en
Publication of JPH0374729B2 publication Critical patent/JPH0374729B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

この発明は、主として建築物の排水設備に適用
される排水用竪管装置に関するものである。
The present invention relates to a drainage vertical pipe device mainly applied to drainage equipment of buildings.

【従来の技術】[Conventional technology]

第6図は、高層建築物の排水設備に適用されて
いる二管式の排水用竪管装置の従来例を示したも
のであつて、排水用竪管1に各階の洗面器や便器
など排水用器具2からの排水用横枝管3を横枝管
継手4によつて接続し、排水用竪管1の頂部を伸
頂通気管6として通気用竪管5を接続すると共
に、その通気用竪管5に排水用竪管1の要所を結
合通気管7によつて接続し、各排水用横枝管3を
通気用竪管5に各々ループ通気管8によつて接続
したものである。 この従来例によれば、排水用竪管1及び排水用
横枝管3が大気に開放された伸頂通気管6やその
伸頂通気管6に接続されている通気用竪管5、結
合通気管7、ループ通気管8に接続されているの
で、これら排水用竪管1及び排水用横枝管3内の
流下する排水により生じたこれらの内部の加圧空
気ないし負圧空気は、通気用竪管5および伸頂通
気管6を経て大気に通じることができ、この結
果、排水による管内加圧空気の逆流、および吸
引、トラツプ封水の破封の問題が回避される。 従つて、各階の排水用器具2から発生した排水
を、各排水用横枝管3によつて集めて、排水用竪
管1を通じて排水横枝管9を経て下水道に排出す
る際に、排水用竪管1内に気圧差が発生し難く、
排水用竪管1内の排水を安全かつ速やかに行うこ
とができると共に、各排水用器具2の各トラツプ
の封水確保を行うことができるものである。
Figure 6 shows a conventional example of a two-pipe drainage vertical pipe device that is applied to the drainage equipment of high-rise buildings. The drainage horizontal branch pipe 3 from the drainage equipment 2 is connected by the horizontal branch pipe joint 4, and the top of the drainage vertical pipe 1 is connected to the ventilation vertical pipe 5 as an elongated top ventilation pipe 6. The main points of the drainage vertical pipe 1 are connected to the vertical pipe 5 by a joint ventilation pipe 7, and each drainage horizontal branch pipe 3 is connected to the ventilation vertical pipe 5 by a loop ventilation pipe 8. . According to this conventional example, the drainage vertical pipe 1 and the drainage horizontal branch pipe 3 are connected to an elongated top vent pipe 6 which is open to the atmosphere, a ventilated vertical pipe 5 connected to the elongated top vent pipe 6, and a connecting pipe. Since it is connected to the trachea 7 and the loop ventilation pipe 8, the pressurized air or negative pressure air generated by the drainage flowing down in the drainage vertical pipe 1 and the drainage horizontal branch pipe 3 is used for ventilation. It can be communicated with the atmosphere through the vertical pipe 5 and the top ventilation pipe 6, and as a result, problems such as backflow of pressurized air in the pipe due to drainage, suction, and breakage of the trap seal water are avoided. Therefore, when the wastewater generated from the drainage equipment 2 on each floor is collected by each drainage horizontal branch pipe 3 and discharged to the sewer via the drainage horizontal branch pipe 9 through the drainage vertical pipe 1, the drainage It is difficult for a pressure difference to occur in the vertical pipe 1,
It is possible to safely and quickly drain the inside of the vertical drainage pipe 1, and also to ensure that each trap of each drainage device 2 is water-tight.

【発明が解決しようとする問題点】[Problems to be solved by the invention]

しかしながら、この従来例による二管方式の排
水用竪管装置は、排水用竪管1とは別に通気用竪
管5を配管しなければならない上に、結合用通気
管7及びループ通気管8等による接続構造が複雑
である。 従つて、配管施工作業の時間及び費用を相当に
要するばかりでなく、大きな配管スペースを要す
るので、狭い場所には施工、設置することが非常
に困難であつた。また、排水用竪管1や横枝管継
手4の外部に結露が発生しないようにこれらを外
周から防露する必要があり、従来は、これら排水
用竪管1や横枝管継手4の外周を保温材で被覆す
る面倒な付帯作業を行う必要があつた。 なお、従来、排水用竪管への排水用横枝管の継
手内に邪魔板や羽根等の特殊構造部を設けて、排
水用横枝管から排水用竪管内への排水の流れに旋
回流を与えるように構成した特殊継手を用いるこ
とによつて、通気用竪管を省略できるようにした
1管方式の排水用竪管装置も考案されてはいる。 しかしながら、特殊継手内の特殊構造部が障害
物となつて、固形物等の詰りが発生したり、ルー
プ通気管方式を採用できないため排水横枝管が長
い一般建物の便所等には適用できなかつた。また
階数等の建築物の規模が大きくなると、通気機能
を十分満足させることができなくなると言つた問
題があつた。 この発明は、上記の問題点を解決すべく発明さ
れたものであつて、実質的に1管方式の排水用竪
管装置でありながら、ループ通気管方式が採用で
き、排水用竪管及び各階の横枝管内での通気機能
を十分満足させることができるようにするもので
ある。
However, in this conventional dual-pipe drainage vertical pipe device, the ventilation vertical pipe 5 must be installed separately from the drainage vertical pipe 1, and in addition, the connecting ventilation pipe 7, the loop ventilation pipe 8, etc. The connection structure is complicated. Therefore, not only does piping construction work require a considerable amount of time and expense, but also a large piping space is required, making it extremely difficult to construct and install it in a narrow space. In addition, in order to prevent dew condensation from occurring on the outside of the drainage vertical pipe 1 and the side branch pipe joint 4, it is necessary to protect them from the outer periphery. It was necessary to perform the troublesome additional work of covering the area with heat insulating material. Conventionally, a special structure such as a baffle plate or a vane was installed in the joint of the horizontal branch pipe for drainage to the vertical pipe for drainage to create a swirling flow in the flow of wastewater from the horizontal branch pipe for drainage into the vertical drainage pipe. A one-pipe drainage vertical pipe device has also been devised in which the ventilation vertical pipe can be omitted by using a special joint configured to provide the following. However, the special structure inside the special joint can become an obstruction, causing clogging with solid matter, and the loop ventilation pipe method cannot be adopted, so it cannot be applied to toilets in general buildings with long horizontal drainage pipes. Ta. Furthermore, as the scale of the building increases, such as the number of floors, there is a problem that the ventilation function cannot be sufficiently satisfied. This invention was invented to solve the above problems, and although it is essentially a one-pipe type drainage vertical pipe device, a loop ventilation pipe system can be adopted, and the drainage vertical pipe and each floor The ventilation function within the lateral branch pipe can be fully satisfied.

【問題点を解決するための手段】[Means to solve the problem]

この発明は、排水用竪管及び各階の横枝管継手
を外管と内管とからなる二層管構造に構成し、内
管の内部を排水経路に構成して排水を行う一方、
外管と内管との間に形成した通気経路によつて排
水経路内の通気を行うように構成したものであ
る。
This invention configures the drainage vertical pipe and the horizontal branch pipe joints on each floor into a two-layer pipe structure consisting of an outer pipe and an inner pipe, and configures the inside of the inner pipe as a drainage path to drain water.
The drainage path is configured to be ventilated by the ventilation path formed between the outer tube and the inner tube.

【作用】[Effect]

この発明の排水用竪管装置は、排水用竪管およ
び各階の横枝管継手が二層管構造に構成されてい
るものであり、実質的に1管方式の構造を呈して
いる。それでいて、排水用竪管及び横枝管継手の
排水経路内はその外周に形成されている通気経路
によつて十分な通気が行われる。しかも通気経路
が排水経路の防露のための遮断空間となる。
The drainage vertical pipe device of the present invention has a drainage vertical pipe and a horizontal branch pipe joint on each floor configured in a two-layer pipe structure, and has a substantially one-pipe structure. However, the inside of the drainage path of the drainage vertical pipe and the side branch pipe joint is sufficiently ventilated by the ventilation path formed on the outer periphery thereof. Moreover, the ventilation path becomes a shielding space for preventing condensation in the drainage path.

【実施例】【Example】

以下、この発明を高層建築物の排水設備に適用
した排水用竪管装置の一実施例を第1図〜第5図
によつて説明する。 先ず、第1図はこの排水用竪管装置の全体を示
したものであつて、排水用竪管11に各階の排水
用器具12からの排水用横枝管13が横枝管継手
14によつて接続されている。なお、排水用竪管
11自体の頂部が伸頂通気管15に構成されて大
気に開放してあり、排水用竪管11の下部は排水
接続間16を経て下水道に接続されている。 従つて、この排水用竪管装置は、実質的に1管
方式に構成されており、第1図の従来例で示した
2管方式のものと比べると、通気用竪管5、結合
通気管7等が省略された構成になつている。 しかし、この排水用竪管装置は、その詳細を後
述する二層管構造によつて、排水用竪管及び横枝
管内での通気機能が十分に満足されているもので
ある。従つて、各階の排水用器具12から発生し
た排水を、各排水用横枝管13によつて集めて、
排水用竪管11を通じて排水横枝管9を経て下水
管へ排出する際に、排水用竪管11内に気圧差が
発生し難く、排水用竪管11内の排水を安全かつ
速やかに行うことができると共に、各排水用器具
12の各トラツプの封水確保を行うことができる
ものである。 次に、第2図〜第5図によつて、二層管構造の
詳細を説明する。 先ず、この発明は、上下に1列に配置される一
対の竪管11と、これらの竪管11の間を着脱可
能に接続する継手14とを備える二層管構造の排
水用竪管装置である。 継手14には、前記のように排水用横枝管13
も接続されるので、継手14はこの明細書では、
横枝管継手14とも称される。 上下の竪管11の各々は、外管18と、この外
管18の内側の内管20とを有し、内管20の内
部に排水経路28が形成され、外管18の内面お
よび内管20の外面間に、通気経路30が形成さ
れている。外管18と内管20の要所は、通気経
路30を妨げないスペーサ22により相互に結合
固定されている。 前記継手14は、上位側竪管11の外管18よ
りも径大の外管19と、この外管19の内側に位
置し、かつ上位側竪管11の内管20よりも径大
の内管21とを有し、この内管21の内部に排水
経路29が形成され、かつ継手14の外管19の
内面および内管21の外面間に通気経路31が形
成されている。継手14の外管19および内管2
1は、上下の竪管11の管芯に関して、竪管11
とほぼ同心的に配置される。 継手14の外管19の上端開口部は、少なくと
も上位の竪管11の最大外径よりも外側へ延在す
る部分が、環状の蓋体23により閉鎖される。蓋
体23は、複数のボルト24により、外管19に
対して着脱可能に取り付けられる。また、蓋体2
3は、継手14の外管19の内部と、上位の竪管
11の内部とを、外部から密閉するために、上位
の竪管11の外管18に当接する例えば筒状延長
部のような、所望の延長部を有している。第2図
の実施例における蓋体23の延長部は、上位の竪
管11の外管18と同径の立上がり筒部からな
り、図示のように、この立上がり筒部の上端が上
位の外管18の下端に当接し、これらの立上がり
筒部と上位外管18の下端部とは、これらを包囲
する環状継手25により接続される。この場合、
継手25は、外管18と蓋体23の立上がり筒部
との管芯周囲での相対的回動を可能にし、したが
つて、継手14は上位の竪管11に対し、継手2
5を介して回動調整可能に接続されることが可能
となる。 継手14の内管21の上端開口部は、上位の竪
管11内の通気経路30を継手14内の通気経路
31に連通させるために、継手14の外管19の
上端開口部よりも下方に位置され、これにより、
継手14内の排水経路29が、上位の竪管11内
の排水経路28および通気経路30の両方に連通
する。したがつて、竪管11内の排水により加圧
された竪管11内の正圧空気は、継手内管21の
上端開口部から前記通気経路31および30内へ
逃げることができる。更に、竪管11内の排水に
より吸引された竪管11の負圧空気は内管21の
上端開口部から補給することができる。この場
合、上位の内管20の下端開口部は、継手14の
内管21内へ深く入るように、この内管21の上
端開口よりも下方に位置してもよく、この結果、
上位の内管20から継手14の内管21内へ流下
した排水が、継手14内の通気経路31内へ飛散
するのが防止される。 また、継手14の外管19および内管21の下
部は、それぞれホツパー状に径を次第に縮小され
て、外管19の下端部が、下位にある竪管11の
外管18の上端部に接合され、かつ継手14の内
管21の下端部が、下位の竪管11における内管
20の上端部に接合される。これにより、継手1
4内の排水経路29が、下位の竪管11の排水経
路28に、かつ継手14内の通気経路31が下位
の竪管11の通気経路30にそれぞれ連通され
る。この実施例の場合、継手14における内管2
1のホツパー状部分の下端部は、図示のように、
下位の竪管11における内管20の上端部周囲に
摺接する筒状下部を有する。一方、継手14にお
ける外管19のホツパー状部分の下端部は、図示
のような、下位の竪管11における外管18の上
端に当接する下側筒部を有し、この下側筒部は、
前記と同様の継手25により、下位の外管18に
対し自らの管芯の周囲で回動調整可能となるよう
に接続される。 さらに、この発明において、継手14における
内管21の内壁面のうちの上端寄りの個所には、
外管19を貫通して外部の排水用横枝管13につ
ながる接続用管26の先端が貫通開口している。
この接続用管26の管芯は、この接続用管26か
ら継手14の内管21内に流入した排水が、内管
21の内面に沿つて渦を巻きながら流下するよう
に、内管21の管芯から偏心した位置に延在して
いる。 前記のように、上位(特に最上位)の竪管11
における通気経路30の頂部を直接大気に連通さ
せる場合は、最上位の竪管11の上部において内
管20を外管18よりも短くし、最上位の外管1
8を伸頂通気管15とすればよい。 他の実施例として、この発明の装置を従来の二
管式構造と併用するため、竪管11内の排水経路
28を従来の結合通気管7(第6図)に接続可能
にすべく、上下の竪管1における内管20の適所
には、この内管20の管壁を貫通する結合通気孔
32を設けてもよい。結合通気孔32は、排水に
影響を与えないように、斜め上方に傾斜した連絡
管内に設けられるのがよい。 さらに、排水用横枝管13が長くなる一般建物
の便所等で、ループ通気管8(第6図)が必要な
場合には、竪管11の外管18にループ通気管接
続口33を設けておくことができる。 この発明では、各竪管11および継手14の外
管18,19が内管20,21を被覆しているの
で、これらの内管20,21を安価な薄肉樹脂管
で形成し、かつ各外管18,19を、防錆処理の
施された薄肉鋼管あるいは耐火性の石綿セメント
管で形成することも可能である。 上記したこの発明の排水用竪管装置は、第1図
に関連して説明したように、建物の高さに合わせ
て多段に亘つて接続することが可能であり、通
常、建物の各階に対応する位置に各継手14が配
置される。 この発明によると、竪管11および排水用横枝
管13内の排水の流下により生じた加圧空気が、
継手14内で、これの内管21の上端開口部を通
過して、継手14および竪管11の通気経路3
1,30内へ逃げることができるので、この加圧
空気が逆流する等の問題が確実に回避される。同
じ理由で、竪管11および横枝管13内に生じた
負圧空気も、継手14および竪管11から大気に
通じることができるので、排水の管内停滞等の問
題が回避される。 また、この発明による継手14は、これの内管
21の上端開口部を二層構造竪管11の通気経路
30内に解放させる構成であるので、両者の通口
を結ぶような構造が必要でなく、継手14と竪管
11の接続作業がきわめて簡単となる。また、継
手内管21が通気経路となり、したがつて大気に
連通していることにより、継手内管21に連絡す
る排水用横枝管13には、竪管11の通気経路3
0に接続するための通気経路を設ける必要がな
く、従来の単層管を使用することができる。した
がつて、使用する排水用横枝管13としては通常
あるいは既設のものでよく、これの工事費および
材料費は低廉となる。 さらに、継手内管21の上端開口部は解放され
ているので、継手内管21を適切なホツパー形に
形成して、この中に横枝管13から入る排水を旋
回させて流下水と流入水の衝突を回避させ、この
結果、この排水による加圧空気ないし負圧空気を
継手内管21の上部から大気へ逃がす機会を増大
させることが可能である。 以上の如く構成された二層管構造によれば、排
水用竪管11及び横枝管継手14の排水経路2
8,29内がその外周に形成されている通気経路
30,31によつて十分な通気が行われる。 そして、各排水経路28,29の各々の外周に
形成されて通気経路30,31が防露のための遮
断空間となつているので、外管18,19の表面
に結露が全く発生せず、また、内管20,21の
表面に結露水が発生した場合は、通気経路30,
31を経て排出される。 従つて、排水用竪管11及び横枝管継手14の
外周を保温材で保温する必要が全くない。
Hereinafter, an embodiment of a drainage vertical pipe device in which the present invention is applied to drainage equipment of a high-rise building will be described with reference to FIGS. 1 to 5. First, FIG. 1 shows the whole of this drainage vertical pipe device, in which horizontal drainage pipes 13 from drainage fixtures 12 on each floor are connected to the vertical drainage pipe 11 through horizontal branch pipe joints 14. connected. The top of the vertical drainage pipe 11 itself is configured as an elongated vent pipe 15 and is open to the atmosphere, and the lower part of the vertical drainage pipe 11 is connected to the sewer through a drainage connection 16. Therefore, this drainage vertical pipe device is substantially constructed in a one-pipe system, and compared to the two-pipe system shown in the conventional example in FIG. 7 etc. is omitted. However, this drainage vertical pipe device has a double-layered pipe structure, the details of which will be described later, so that the ventilation function within the drainage vertical pipe and side branch pipes is sufficiently satisfied. Therefore, the drainage generated from the drainage equipment 12 on each floor is collected by each drainage horizontal branch pipe 13,
To safely and quickly drain the inside of the vertical drainage pipe 11 without causing a pressure difference in the vertical drainage pipe 11 when discharging the water through the vertical drainage pipe 11 through the horizontal drainage pipe 9 to a sewer pipe. In addition, it is possible to ensure that each trap of each drainage device 12 is watertight. Next, details of the two-layer pipe structure will be explained with reference to FIGS. 2 to 5. First, the present invention is a drainage vertical pipe device having a double-layer pipe structure, which includes a pair of vertical pipes 11 arranged in a row vertically, and a joint 14 that connects these vertical pipes 11 in a detachable manner. be. The joint 14 has a drainage horizontal branch pipe 13 as described above.
are also connected, so the joint 14 is defined in this specification as
It is also called a side branch pipe joint 14. Each of the upper and lower vertical pipes 11 has an outer pipe 18 and an inner pipe 20 inside the outer pipe 18. A drainage path 28 is formed inside the inner pipe 20, and a drainage path 28 is formed inside the inner pipe 20. A ventilation path 30 is formed between the outer surfaces of 20 . Key points of the outer tube 18 and the inner tube 20 are coupled and fixed to each other by spacers 22 that do not obstruct the ventilation path 30. The joint 14 includes an outer pipe 19 having a larger diameter than the outer pipe 18 of the upper vertical pipe 11 and an inner pipe located inside the outer pipe 19 and having a larger diameter than the inner pipe 20 of the upper vertical pipe 11. A drainage path 29 is formed inside the inner tube 21, and a ventilation path 31 is formed between the inner surface of the outer tube 19 and the outer surface of the inner tube 21 of the joint 14. Outer pipe 19 and inner pipe 2 of joint 14
1 is a vertical pipe 11 with respect to the tube core of the upper and lower vertical pipes 11.
arranged almost concentrically. At least a portion of the upper end opening of the outer tube 19 of the joint 14 extending outward from the maximum outer diameter of the upper vertical tube 11 is closed by an annular lid 23 . The lid body 23 is detachably attached to the outer tube 19 with a plurality of bolts 24 . In addition, the lid body 2
3 is a cylindrical extension, for example, which abuts on the outer tube 18 of the upper vertical tube 11 in order to seal the inside of the outer tube 19 of the joint 14 and the inside of the upper vertical tube 11 from the outside. , with the desired extension. The extension of the lid body 23 in the embodiment shown in FIG. These rising cylinder parts and the lower end of the upper outer tube 18 are connected by an annular joint 25 that surrounds them. in this case,
The joint 25 allows the outer tube 18 and the rising cylinder portion of the lid body 23 to rotate relative to each other around the tube core.
5, it is possible to connect the connectors in a rotationally adjustable manner. The upper end opening of the inner pipe 21 of the joint 14 is located below the upper end opening of the outer pipe 19 of the joint 14 in order to communicate the ventilation path 30 in the upper vertical pipe 11 with the ventilation path 31 in the joint 14. is located, thereby
A drainage path 29 in the joint 14 communicates with both the drainage path 28 and the ventilation path 30 in the upper vertical pipe 11. Therefore, the positive pressure air inside the vertical pipe 11 pressurized by the drainage inside the vertical pipe 11 can escape from the upper end opening of the joint inner pipe 21 into the ventilation paths 31 and 30. Further, the negative pressure air in the vertical pipe 11 sucked by the drainage inside the vertical pipe 11 can be replenished from the upper end opening of the inner pipe 21. In this case, the lower end opening of the upper inner tube 20 may be located below the upper end opening of this inner tube 21 so as to penetrate deeply into the inner tube 21 of the joint 14, and as a result,
The drainage water flowing down from the upper inner pipe 20 into the inner pipe 21 of the joint 14 is prevented from scattering into the ventilation path 31 inside the joint 14. Further, the lower portions of the outer tube 19 and the inner tube 21 of the joint 14 are each gradually reduced in diameter in a hopper shape, and the lower end of the outer tube 19 is joined to the upper end of the outer tube 18 of the vertical tube 11 located below. The lower end of the inner tube 21 of the joint 14 is joined to the upper end of the inner tube 20 of the lower vertical tube 11. As a result, joint 1
The drainage path 29 in the lower vertical pipe 11 is connected to the drainage path 28 of the lower vertical pipe 11, and the ventilation path 31 in the joint 14 is connected to the ventilation path 30 of the lower vertical pipe 11. In this embodiment, the inner pipe 2 in the joint 14
The lower end of the hopper-shaped part of No. 1 is as shown in the figure.
It has a cylindrical lower portion that slides around the upper end of the inner tube 20 in the lower vertical tube 11. On the other hand, the lower end of the hopper-shaped portion of the outer tube 19 in the joint 14 has a lower cylindrical portion that comes into contact with the upper end of the outer tube 18 in the lower vertical tube 11, as shown in the figure. ,
It is connected to the lower outer tube 18 by a joint 25 similar to that described above so that it can be rotated around its own tube core. Furthermore, in the present invention, at a portion of the inner wall surface of the inner tube 21 in the joint 14 near the upper end,
A connecting pipe 26 that passes through the outer pipe 19 and connects to the external horizontal branch pipe 13 for drainage has a through-opening at its distal end.
The tube core of the connecting tube 26 is arranged so that the waste water flowing from the connecting tube 26 into the inner tube 21 of the joint 14 flows down while swirling along the inner surface of the inner tube 21. It extends eccentrically from the tube core. As mentioned above, the upper (especially the uppermost) vertical pipe 11
When connecting the top of the ventilation path 30 directly to the atmosphere, the inner tube 20 is made shorter than the outer tube 18 at the upper part of the uppermost vertical tube 11, and the uppermost outer tube 1
8 may be used as the top ventilation pipe 15. In another embodiment, in order to use the device of the present invention in combination with a conventional two-pipe structure, the drainage path 28 in the vertical pipe 11 can be connected to the conventional combined vent pipe 7 (FIG. 6) by A joint ventilation hole 32 penetrating the wall of the inner tube 20 may be provided at a suitable location in the inner tube 20 of the vertical tube 1 . The joint vent hole 32 is preferably provided in a communicating pipe that is inclined diagonally upward so as not to affect drainage. Furthermore, if a loop ventilation pipe 8 (Fig. 6) is required in a toilet of a general building where the horizontal branch pipe 13 for drainage is long, a loop ventilation pipe connection port 33 is provided in the outer pipe 18 of the vertical pipe 11. You can keep it. In this invention, since the outer tubes 18 and 19 of each vertical tube 11 and the joint 14 cover the inner tubes 20 and 21, these inner tubes 20 and 21 are formed of inexpensive thin-walled resin tubes, and each outer tube is It is also possible to form the pipes 18, 19 from rust-proofed thin-walled steel pipes or fire-resistant asbestos cement pipes. As explained in connection with FIG. 1, the above-mentioned drainage vertical pipe device of the present invention can be connected in multiple stages according to the height of the building, and usually can be connected to each floor of the building. Each joint 14 is arranged at a position where According to this invention, the pressurized air generated by the drainage flowing down in the vertical pipe 11 and the horizontal branch pipe 13 for drainage,
Inside the joint 14, the ventilation path 3 of the joint 14 and the vertical pipe 11 passes through the upper end opening of the inner pipe 21 of the joint 14.
Since the pressurized air can escape into the inside of the compressor 1 and 30, problems such as backflow of this pressurized air are reliably avoided. For the same reason, the negative pressure air generated in the vertical pipe 11 and the horizontal branch pipe 13 can also be communicated to the atmosphere through the joint 14 and the vertical pipe 11, thereby avoiding problems such as stagnation of wastewater inside the pipe. Further, since the joint 14 according to the present invention is configured to open the upper end opening of the inner pipe 21 into the ventilation path 30 of the two-layer structure vertical pipe 11, a structure that connects the two ports is required. Therefore, the work of connecting the joint 14 and the vertical pipe 11 becomes extremely simple. In addition, since the joint inner pipe 21 serves as a ventilation route and is therefore in communication with the atmosphere, the drainage horizontal branch pipe 13 that communicates with the joint inner pipe 21 has the ventilation route 3 of the vertical pipe 11.
There is no need to provide a ventilation path for connection to 0, and conventional single-layer pipes can be used. Therefore, the drainage horizontal branch pipe 13 to be used may be a normal one or an existing one, and the construction cost and material cost thereof are low. Furthermore, since the upper end opening of the joint inner pipe 21 is open, the joint inner pipe 21 can be formed into an appropriate hopper shape, and the waste water entering from the side branch pipe 13 can be swirled into the joint inner pipe 21 to form the flowing sewage water and the inflow water. As a result, it is possible to increase the chances of the pressurized air or negative pressure air caused by this drainage escaping from the upper part of the joint inner pipe 21 to the atmosphere. According to the two-layer pipe structure configured as described above, the drainage path 2 of the drainage vertical pipe 11 and the horizontal branch pipe joint 14
Sufficient ventilation is provided by the ventilation paths 30, 31 formed in the outer periphery of the insides of 8, 29. Since the ventilation paths 30 and 31 formed on the outer periphery of each of the drainage paths 28 and 29 serve as dew-proof shielding spaces, no condensation occurs on the surfaces of the outer tubes 18 and 19. In addition, if dew condensation occurs on the surfaces of the inner pipes 20, 21, the ventilation path 30,
It is discharged through 31. Therefore, there is no need to insulate the outer circumferences of the drainage vertical pipe 11 and the side branch pipe joint 14 with a heat insulating material.

【発明の効果】【Effect of the invention】

この発明は、実質的に1管方式の排水用竪管装
置でありながら、排水用竪管及び各階の横枝管内
での通気機能を十分満足させることができる二層
管構造を有しているので、従来の2管方式と比べ
れば、通気用竪管、結合通気管等の配管構造の大
部分を省略することができる。従つて、配管施工
作業の時間及び費用を大幅に縮小することができ
る上に、配管スペースの減少を図ることができ
て、狭い場所でも容易に施工、設置することがで
きる。 しかも、二層管構造の内管外周の通気経路が防
露のための遮断空間となつているので、排水用竪
管及び横枝管継手の外周を保温材で保温する必要
が一切ない。従つて、保温のための面倒な付帯作
業を行わなくて良く、作業時間の大巾短縮に加え
て、保温材の不要による大巾なコストダウンを図
り得る。なお、二層管構造は排水音の遮音効果も
非常に高い。 また、横枝管継手部分ではホツパー形状の内管
と、その内管に対する排水用横枝管の偏心接続の
構造とによつて、排水用横枝管から内管内に排出
される排水に旋回流を与えることができるので、
従来の1管方式のように、横枝管継手内に旋回流
を与えるための邪魔板や羽根等の特殊構造部を一
切設けなくても良い。従つて、その特殊構造部が
障害物になつて、固形物等の詰りを発生させるこ
とが一切なく、排水性能が非常に高い上に、横枝
管継手の構造自体の簡素化、コストダウンを図り
得る。 また、二層管構造としたことにより、外管は強
度の要求から鋼管を使用するものの、内管は強度
がさほど要求されないことから、コストの安い樹
脂管を使用することができて、経済的である。ま
た、外管に防錆処理を施した鋼管を使用すること
により、防火区画貫通部分にも設置することがで
きる。 この発明により得られる主要な利点は、二層構
造継手14と二層構造竪管11の接続、および二
層構造継手14と単層構造横枝管13の接続が、
きわめて簡単で容易となることである。
Although this invention is essentially a one-pipe type drainage vertical pipe device, it has a two-layer pipe structure that can sufficiently satisfy the ventilation function within the drainage vertical pipe and the side branch pipes on each floor. Therefore, compared to the conventional two-pipe system, most of the piping structures such as vertical pipes for ventilation and joint ventilation pipes can be omitted. Therefore, not only can the time and cost of piping construction work be significantly reduced, but also the piping space can be reduced, and construction and installation can be easily performed even in a narrow space. Moreover, since the ventilation path on the outer periphery of the inner pipe of the double-layer pipe structure serves as a dew-proof shielding space, there is no need to insulate the outer periphery of the drainage vertical pipe and side branch pipe joint with heat insulating material. Therefore, there is no need to perform troublesome incidental work for heat insulation, and in addition to significantly shortening the working time, it is possible to significantly reduce costs by eliminating the need for heat insulating material. Furthermore, the double-layered pipe structure also has a very high sound-insulating effect on drainage sound. In addition, at the side branch pipe joint part, due to the hopper-shaped inner pipe and the eccentric connection structure of the drainage horizontal branch pipe to the inner pipe, a swirl flow is generated in the wastewater discharged from the drainage horizontal branch pipe into the inner pipe. Since we can give
Unlike the conventional one-pipe system, there is no need to provide any special structures such as baffles or vanes to provide swirling flow within the side branch pipe joint. Therefore, the special structure does not become an obstacle and cause clogging due to solid matter, and not only has extremely high drainage performance, but also simplifies the structure of the side branch pipe joint itself and reduces costs. It is possible. In addition, due to the double-layered pipe structure, although steel pipes are used for the outer pipe due to strength requirements, the inner pipe does not require as much strength, so it is possible to use low-cost resin pipes, making it economical. It is. Furthermore, by using a steel pipe with anti-corrosion treatment for the outer pipe, it can also be installed in areas that penetrate fire protection compartments. The main advantage obtained by this invention is that the connection between the two-layer structure joint 14 and the two-layer structure vertical pipe 11, and the connection between the two-layer structure joint 14 and the single-layer structure horizontal branch pipe 13,
It is extremely simple and easy.

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

第1図〜第5図はこの発明の一実施例を示した
ものであつて、第1図は全体の配管図、第2図は
要部の縦断面図、第3図は第2図−線断面
図、第4図は第2図−線断面図、第5図は横
枝管継手の分解斜視図、第6図は従来例の配管図
である。 11……排水用竪管、13……排水用横枝管、
14……横枝管継手、18,19……外管、2
0,21……内管、22……スペーサ、28,2
9……排水経路、30,31……通気経路、32
……結合通気孔、33……ループ通気用接続口。
1 to 5 show an embodiment of the present invention, in which FIG. 1 is an overall piping diagram, FIG. 2 is a vertical sectional view of the main parts, and FIG. 3 is a diagram of FIG. 4 is a cross-sectional view taken along lines taken from FIG. 2, FIG. 5 is an exploded perspective view of a side branch pipe joint, and FIG. 6 is a piping diagram of a conventional example. 11...Vertical pipe for drainage, 13...Horizontal branch pipe for drainage,
14... Side branch pipe joint, 18, 19... Outer pipe, 2
0,21...Inner tube, 22...Spacer, 28,2
9... Drainage route, 30, 31... Ventilation route, 32
... Combined ventilation hole, 33 ... Connection port for loop ventilation.

Claims (1)

【特許請求の範囲】 1 上下に1列に配置される一対の竪管11と、
これらの竪管11の間を接続する継手14とを備
える排水用竪管装置であつて、竪管11の各々
は、外管18と、この外管18の内側の内管20
とを有し、内管20の内部に排水経路28が形成
され、外管18の内面および内管20の外面間
に、通気経路30が形成され、外管18と内管2
0の要所は、通気経路30を妨げないスペーサ2
2により相互に結合固定され、前記継手14は、
上位側竪管11の外管18よりも径大の外管19
と、この外管19の内側に位置し、かつ上位側竪
管11の内管20よりも径大の内管21とを有
し、この内管21の内部に排水経路29が形成さ
れ、かつ継手14の外管19の内面および内管2
1の外面間に通気経路31が形成され、継手14
の外管19および内管21は、上下の竪管11の
管芯に関して、竪管11とほぼ同心的に配置さ
れ、継手14の外管19の上端開口部は、少なく
とも上位の竪管11の最大外径よりも外側へ延在
する部分が、環状の蓋体23により閉鎖され、蓋
体23は、継手14の外管19の内部と、上位の
竪管11における外管18の内部とを、外部から
密閉するために、上位の竪管11の外管18に当
接する所望の延長部を有し、継手14の内管21
の上端開口部は、上位の竪管11内の前記通気経
路30を継手14内の前記通気経路31に連通さ
せるために、継手14の外管19の上端開口部よ
りも下方に位置され、これにより、継手14内の
排水経路29が、上位の竪管11内の排水経路2
8および通気経路30の両方に連通し、また継手
14の外管19および内管21の下部は、それぞ
れホツパー状に径を次第に縮小されて、外管19
の下端部が、下位にある竪管11の外管18の上
端部に接合され、かつ継手14の内管21の下端
部が、下位の竪管11における内管20の上端部
に接合され、これにより継手14内の排水経路2
9が、下位の竪管11の排水経路28に、かつ継
手14内の通気経路31が下位の竪管11の通気
経路30にそれぞれ連通され、また継手14にお
ける内管21の内壁面のうちの上端寄りの個所に
は、外管19を貫通して外部の排水用横枝管13
につながる接続用管20の先端が貫通開口し、こ
の接続用管26の管芯は、この接続用管26から
継手14の内管21内に流入した排水が、内管2
1の内面に沿つて渦を巻ながら流下するように、
内管21の管芯から偏心した位置に延在すること
を特徴とする排水用竪管装置。 2 前記上位の竪管11における通気経路30の
頂部が、直接大気に連通されていることを特徴と
する特許請求の範囲第1項記載の排水用竪管装
置。 3 前記上下の竪管11における内管20の適所
に、この内管20の管壁を貫通する結合通気孔3
2が設けられていることを特徴とする特許請求の
範囲第1項記載の排水用竪管装置。 4 前記上下の竪管11の内管20と、前記継手
14の内管21とが、薄肉樹脂管で構成され、各
竪管11の外管18と継手14の外管19とが、
防錆処理の施された薄肉鋼管あるいは石綿セメン
ト管で構成されていることを特徴とする特許請求
の範囲第1項記載の排水用竪管装置。 5 前記継手14の外管19および内管21が、
前記上下の竪管11における外管18および内管
20に対して、それぞれ自らの管芯周囲に回動調
整可能となるように接続されていることを特徴と
する特許請求の範囲第1項記載の排水用竪管装
置。 6 前記竪管11の外管18に、ループ通気管接
続口33が設けられていることを特徴とする特許
請求の範囲第1項記載の排水用竪管装置。
[Claims] 1. A pair of vertical pipes 11 arranged vertically in one row;
The drainage vertical pipe device includes a joint 14 that connects these vertical pipes 11, and each of the vertical pipes 11 has an outer pipe 18 and an inner pipe 20 inside the outer pipe 18.
A drainage path 28 is formed inside the inner tube 20, a ventilation path 30 is formed between the inner surface of the outer tube 18 and the outer surface of the inner tube 20, and the outer tube 18 and the inner tube 2
0 is the spacer 2 that does not obstruct the ventilation path 30.
2, the joint 14 is connected and fixed to each other by
An outer pipe 19 having a larger diameter than the outer pipe 18 of the upper vertical pipe 11
and an inner pipe 21 located inside this outer pipe 19 and having a larger diameter than the inner pipe 20 of the upper vertical pipe 11, and a drainage path 29 is formed inside this inner pipe 21, and The inner surface of the outer tube 19 of the joint 14 and the inner tube 2
A ventilation path 31 is formed between the outer surfaces of the joint 14
The outer tube 19 and the inner tube 21 are arranged approximately concentrically with the vertical tube 11 with respect to the tube cores of the upper and lower vertical tubes 11, and the upper end opening of the outer tube 19 of the joint 14 is located at least at the upper vertical tube 11. A portion extending outward from the maximum outer diameter is closed by an annular lid 23, and the lid 23 connects the inside of the outer tube 19 of the joint 14 and the inside of the outer tube 18 of the upper vertical tube 11. , has a desired extension that abuts the outer tube 18 of the upper vertical tube 11 in order to seal it from the outside, and the inner tube 21 of the joint 14.
The upper end opening is located below the upper end opening of the outer tube 19 of the joint 14 in order to communicate the ventilation path 30 in the upper vertical pipe 11 with the ventilation path 31 in the joint 14. Therefore, the drainage path 29 in the joint 14 is connected to the drainage path 2 in the upper vertical pipe 11.
8 and the ventilation path 30, and the lower portions of the outer tube 19 and the inner tube 21 of the joint 14 are each gradually reduced in diameter in a hopper shape, and the outer tube 19
The lower end of is joined to the upper end of the outer pipe 18 of the lower vertical pipe 11, and the lower end of the inner pipe 21 of the joint 14 is joined to the upper end of the inner pipe 20 of the lower vertical pipe 11, As a result, the drainage path 2 inside the joint 14
9 is connected to the drainage path 28 of the lower vertical pipe 11, and the ventilation path 31 in the joint 14 is connected to the ventilation path 30 of the lower vertical pipe 11. A horizontal branch pipe 13 for external drainage passes through the outer pipe 19 near the upper end.
The distal end of the connecting tube 20 connected to the connecting tube 20 has a through-opening, and the tube core of the connecting tube 26 allows the wastewater flowing from the connecting tube 26 into the inner tube 21 of the joint 14 to pass through the inner tube 2.
As if flowing down while swirling along the inner surface of 1,
A drainage vertical pipe device characterized by extending at an eccentric position from the pipe core of the inner pipe 21. 2. The drainage vertical pipe device according to claim 1, wherein the top of the ventilation path 30 in the upper vertical pipe 11 is directly connected to the atmosphere. 3 Connecting ventilation holes 3 penetrating the pipe wall of the inner pipe 20 are provided at appropriate locations in the inner pipe 20 of the upper and lower vertical pipes 11.
2. The drainage vertical pipe device according to claim 1, wherein: 2 is provided. 4. The inner tube 20 of the upper and lower vertical tubes 11 and the inner tube 21 of the joint 14 are made of thin-walled resin tubes, and the outer tube 18 of each vertical tube 11 and the outer tube 19 of the joint 14 are
The drainage vertical pipe device according to claim 1, characterized in that it is constructed of a thin-walled steel pipe or an asbestos cement pipe that has been subjected to rust prevention treatment. 5 The outer tube 19 and the inner tube 21 of the joint 14 are
Claim 1, characterized in that the tube is connected to the outer tube 18 and the inner tube 20 of the upper and lower vertical tubes 11 so as to be rotatably adjustable around their respective tube cores. Vertical pipe device for drainage. 6. The drainage vertical pipe device according to claim 1, wherein the outer pipe 18 of the vertical pipe 11 is provided with a loop ventilation pipe connection port 33.
JP2421086A 1986-02-07 1986-02-07 Vertical pipe system for drainage Granted JPS62185933A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2421086A JPS62185933A (en) 1986-02-07 1986-02-07 Vertical pipe system for drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2421086A JPS62185933A (en) 1986-02-07 1986-02-07 Vertical pipe system for drainage

Publications (2)

Publication Number Publication Date
JPS62185933A JPS62185933A (en) 1987-08-14
JPH0374729B2 true JPH0374729B2 (en) 1991-11-27

Family

ID=12131936

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2421086A Granted JPS62185933A (en) 1986-02-07 1986-02-07 Vertical pipe system for drainage

Country Status (1)

Country Link
JP (1) JPS62185933A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07122478B2 (en) * 1986-12-25 1995-12-25 三菱樹脂株式会社 Collective drain joint
JPS6480632A (en) * 1987-09-21 1989-03-27 Nishihara Eisei Kogyosho Kk Drain ventilation piping facility
JPH0826565B2 (en) * 1987-10-19 1996-03-13 株式会社クボタ Drainage system for buildings
JPH0437980Y2 (en) * 1987-12-18 1992-09-07
JP2586757Y2 (en) * 1991-05-08 1998-12-09 株式会社クボタ Drainage pipe collecting pipe
JP4210064B2 (en) * 2002-02-13 2009-01-14 アロン化成株式会社 Underfloor piping equipment using a single mass

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5550548A (en) * 1978-10-06 1980-04-12 Toshiba Corp Manufacturing method of fluorescent lamp
JPS5581169U (en) * 1978-11-22 1980-06-04

Also Published As

Publication number Publication date
JPS62185933A (en) 1987-08-14

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