JP2019214909A5 - - Google Patents

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JP2019214909A5
JP2019214909A5 JP2018113870A JP2018113870A JP2019214909A5 JP 2019214909 A5 JP2019214909 A5 JP 2019214909A5 JP 2018113870 A JP2018113870 A JP 2018113870A JP 2018113870 A JP2018113870 A JP 2018113870A JP 2019214909 A5 JP2019214909 A5 JP 2019214909A5
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drainage
pipe
pipe member
bent pipe
drain
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JP2018113870A
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JP2019214909A (en
JP7070856B2 (en
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Priority to JP2018113870A priority Critical patent/JP7070856B2/en
Priority claimed from JP2018113870A external-priority patent/JP7070856B2/en
Priority to CN201910505254.1A priority patent/CN110607825A/en
Priority to TW108120221A priority patent/TW202003972A/en
Publication of JP2019214909A publication Critical patent/JP2019214909A/en
Publication of JP2019214909A5 publication Critical patent/JP2019214909A5/ja
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請求項4に記載の発明は、請求項1〜請求項3の何れか1項に記載の排水配管構造において、前記第1の排水配管と前記排水トラップとの間に、内周面に排水方向に対して交差する段差面が形成され前記段差面の排水方向下流側の内径が排水方向上流側の内径よりも相対的に小径とされた異径排水管が設けられている。 The invention according to claim 4 has a drainage direction on an inner peripheral surface between the first drainage pipe and the drainage trap in the drainage pipe structure according to any one of claims 1 to 3. different diameter drain pipe relatively small diameter is provided than the inside diameter inside diameter of the drainage direction downstream side of the drain the upstream side of the step surface intersect is formed a stepped surface against.

請求項4に記載の排水配管構造では、異径排水管の配管内に段差面を設けることで、管径が変化する部分で排水が抵抗を受けて渦の発生が抑制され、段差面の下流側の配管内を満流にし易くなり、サイホン力を迅速に発生させることができる。 The drain pipe structure according to claim 4, by providing the stepped surface in the pipe of different diameter drain pipe, generation of eddy receiving waste water resistance at a portion where the pipe diameter is changed is suppressed, downstream stepped surface It becomes easier to fill the inside of the pipe on the side, and siphon force can be generated quickly.

本発明の第1の実施形態に係る排水配管構造を示す側面図である。It is a side view which shows the drainage pipe structure which concerns on 1st Embodiment of this invention. 第1の実施形態に係る排水配管構造に用いる排水トラップを示す側面図である。It is a side view which shows the drainage trap used for the drainage pipe structure which concerns on 1st Embodiment. 排水トラップの第1屈曲管部材を示す一部を断面にした側面図である。It is a side view which made a part which shows the 1st bending pipe member of a drain trap. (A)は排水トラップの第2屈曲管部材を示す側面図であり、(B)は第2屈曲管部材を示す一部を断面にした側面図(図2の右側面図)である。(A) is a side view showing the second bent pipe member of the drain trap, and (B) is a side view (right side view of FIG. 2) showing a part of the second bent pipe member. (A)は図2に示す排水トラップのA−A線断面図であり、(B)は図2に示す排水トラップのB−B線断面図であり、(C)は図2に示す排水トラップのC−C線断面図である。(A) is a sectional view taken along line AA of the drain trap shown in FIG. 2, (B) is a sectional view taken along line BB of the drain trap shown in FIG. 2, and (C) is a sectional view taken along line BB of the drain trap shown in FIG. It is a cross-sectional view taken along the line CC. (A)は第1屈曲管部材の上流側の端部の軸線と第2屈曲管部材の下流側の端部軸線との軸間距離を最大にした場合を説明する説明図であり、(B)は第1屈曲管部材の上流側の端部の軸線と第2屈曲管部材の下流側の端部軸線との軸間距離を最小にした場合を説明する説明図であり、(C)は排水口部材の排水排出管の軸線とL字状配管の鉛直部の軸線との水平方向の軸間距離を示す説明図である。(A) is an explanatory view for explaining the case where the distance between the axis of the upstream end of the first bent pipe member and the downstream end of the second bent pipe member is maximized, and (B). ) Is an explanatory view illustrating a case where the distance between the axis of the upstream end of the first bent pipe member and the downstream end axis of the second bent pipe member is minimized, and FIG. It is explanatory drawing which shows the horizontal axis-to-axis distance between the axis of the drainage discharge pipe of a drainage port member, and the axis of a vertical part of an L-shaped pipe. 第2の実施形態に係る排水トラップの水平方向断面図である。It is a horizontal sectional view of the drain trap which concerns on 2nd Embodiment. 第3の実施形態に係る排水トラップに用いる中継管を示す断面図である。It is sectional drawing which shows the relay pipe used for the drainage trap which concerns on 3rd Embodiment. (A)は第4の実施形態に係る排水配管構造の異径排水管を示す断面図であり、(B)は異径排水管の段差面を示す拡大断面図である。(A) is a sectional view showing a different-diameter drainage pipe drainage piping structure according to the fourth embodiment, (B) is an enlarged sectional view showing a step surface having different diameters drain.

10…排水配管構造、22…洗面器、24A…排水排出管(第1の排水配管)、26…排水トラップ、28…第1屈曲管部材、30…第2屈曲管部材、30B…湾曲部(断面形状変化部分)、60…L字状配管(第2の排水配管)、84…凹部、88…平パッキン(パッキン)、90…異径排水管、98…段差面 10 ... Drainage pipe structure, 22 ... Washbasin, 24A ... Drainage discharge pipe (first drainage pipe), 26 ... Drain trap, 28 ... First bent pipe member, 30 ... Second bent pipe member, 30B ... Curved part ( sectional shape-changing portion), 60 ... L-shaped pipe (second drain pipe), 84 ... recess, 88 ... flat packing (packing), 90 ... different diameter drain pipe, 98 ... stepped surface

Claims (5)

水廻り器具からの排水を排出する第1の排水配管と、
前記第1の排水配管の排水方向下流側に設けられ、前記排水を排水方向下流側に流す第2の排水配管と、
前記第1の排水配管と前記第2の排水配管との間に設けられる排水トラップと、
を備え、
前記排水トラップは、前記第1の排水配管に接続され、下方から上方に向けて方向変換されて封水を貯留する第1屈曲管部材と、前記第1屈曲管部材の排水方向下流側に設けられ上方から下方に向けて方向変換されると共に前記第1屈曲管部材に対し水平面内で回転可能とされる第2屈曲管部材と、を含んで構成されている、
排水配管構造。
The first drainage pipe that drains the drainage from the water supply equipment,
A second drainage pipe provided on the downstream side in the drainage direction of the first drainage pipe and flowing the drainage to the downstream side in the drainage direction,
A drain trap provided between the first drain pipe and the second drain pipe,
With
The drain trap is provided on a first bent pipe member that is connected to the first drain pipe and changes direction from below to upward to store sealed water, and on the downstream side of the first bent pipe member in the drain direction. It is configured to include a second bent pipe member whose direction is changed from the upper side to the lower side and which is rotatable in a horizontal plane with respect to the first bent pipe member.
Drainage piping structure.
前記第2屈曲管部材は、排水方向上流側の流路の軸直角断面形状が円形で、排水方向下流側の流路の軸直角断面形状が長軸及び短軸を有する形状とされた断面形状変化部分を有している、請求項1に記載の排水配管構造。 The second bent pipe member has a circular cross-sectional shape perpendicular to the axis of the flow path on the upstream side in the drainage direction, and has a cross-sectional shape having a long axis and a short axis in the cross-sectional shape perpendicular to the axis of the flow path on the downstream side in the drainage direction. The drainage pipe structure according to claim 1, which has a changed portion. 前記第2屈曲管部材の流路を軸直角断面で見たときの流路断面積は、排水方向上流から排水方向下流まで一定である、請求項2に記載の排水配管構造。 The drainage pipe structure according to claim 2, wherein the flow path cross-sectional area when the flow path of the second bent pipe member is viewed in a cross section perpendicular to the axis is constant from the upstream in the drainage direction to the downstream in the drainage direction. 前記第1の排水配管と前記排水トラップとの間に、内周面に排水方向に対して交差する段差面が形成され前記段差面の排水方向下流側の内径が排水方向上流側の内径よりも相対的に小径とされた異径排水管が設けられている、請求項1〜請求項3の何れか1項に記載の排水配管構造。 A stepped surface intersecting the drainage direction is formed on the inner peripheral surface between the first drainage pipe and the drainage trap, and the inner diameter of the stepped surface on the downstream side in the drainage direction is larger than the inner diameter on the upstream side in the drainage direction. different diameter drain pipe relatively small diameter is provided, drainage piping structure according to any one of claims 1 to 3. 前記第1屈曲管部材と前記第2屈曲管部材とは、中継管を介して接続されており、
前記中継管は、前記第2屈曲管部材の排水方向上流側の端部が挿入される挿入凹部を備え、
前記挿入凹部の底部と前記第2屈曲管部材の排水方向上流側の端部との間には、弾性材料からなる環状のパッキンが配置されて前記中継管と前記第2屈曲管部材との間の隙間がシールされている、請求項1〜請求項4の何れか1項に記載の排水配管構造。
The first bent pipe member and the second bent pipe member are connected via a relay pipe.
The relay pipe includes an insertion recess into which an end portion of the second bent pipe member on the upstream side in the drainage direction is inserted.
An annular packing made of an elastic material is arranged between the bottom of the insertion recess and the end of the second bent pipe member on the upstream side in the drainage direction, and is between the relay pipe and the second bent pipe member. The drainage pipe structure according to any one of claims 1 to 4, wherein the gap is sealed.
JP2018113870A 2018-06-14 2018-06-14 Drainage piping structure Active JP7070856B2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP2018113870A JP7070856B2 (en) 2018-06-14 2018-06-14 Drainage piping structure
CN201910505254.1A CN110607825A (en) 2018-06-14 2019-06-12 Drainage pipeline structure
TW108120221A TW202003972A (en) 2018-06-14 2019-06-12 Drainage water piping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018113870A JP7070856B2 (en) 2018-06-14 2018-06-14 Drainage piping structure

Publications (3)

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JP2019214909A JP2019214909A (en) 2019-12-19
JP2019214909A5 true JP2019214909A5 (en) 2021-02-12
JP7070856B2 JP7070856B2 (en) 2022-05-18

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JP2018113870A Active JP7070856B2 (en) 2018-06-14 2018-06-14 Drainage piping structure

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JP (1) JP7070856B2 (en)
CN (1) CN110607825A (en)
TW (1) TW202003972A (en)

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EP3828795A1 (en) 2019-11-28 2021-06-02 Ricoh Company, Ltd. Information processing system, information processing apparatus, information processing method, and recording medium
JP7445585B2 (en) 2020-12-03 2024-03-07 株式会社ブリヂストン siphon drainage system
JP7445587B2 (en) 2020-12-08 2024-03-07 株式会社ブリヂストン siphon drainage system
CN116479718B (en) * 2023-05-06 2023-09-19 宁波中海建材有限公司 Intelligent concrete processing system based on area detection

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JPH0169870U (en) * 1987-10-27 1989-05-09
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JPH0893025A (en) * 1994-09-29 1996-04-09 Matsushita Electric Works Ltd S-form trap
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