JP2002220862A - Joint for offsetting riser drain - Google Patents

Joint for offsetting riser drain

Info

Publication number
JP2002220862A
JP2002220862A JP2001015881A JP2001015881A JP2002220862A JP 2002220862 A JP2002220862 A JP 2002220862A JP 2001015881 A JP2001015881 A JP 2001015881A JP 2001015881 A JP2001015881 A JP 2001015881A JP 2002220862 A JP2002220862 A JP 2002220862A
Authority
JP
Japan
Prior art keywords
drainage
joint
pipe
side connection
offset
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.)
Pending
Application number
JP2001015881A
Other languages
Japanese (ja)
Inventor
Masakatsu Sakamoto
正勝 坂本
Koji Okumura
浩二 奥村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
Original Assignee
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd, Sekisui Kanzai Technics KK filed Critical Sekisui Chemical Co Ltd
Priority to JP2001015881A priority Critical patent/JP2002220862A/en
Publication of JP2002220862A publication Critical patent/JP2002220862A/en
Pending legal-status Critical Current

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  • Sink And Installation For Waste Water (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PROBLEM TO BE SOLVED: To thoroughly prevent the disadvantage such as blow-off of water sealed in a trap by improving an offset joint in the case of offset piping a drainage riser of a building. SOLUTION: This joint is used for offsetting the riser in drain piping of a building. A drainage outflow side connecting part 2 to which a lower side vertical pipe A is connected is provided at the lower end of the joint main body 1 having the upper end closed, and a drainage inflow side connecting part 3 to which an upper side horizontal or obliquely upward pipe B is connected is provided at the side of the joint main body 1 through a guide passage 4 for making inflow drainage into a swirl flow along the inner periphery of the joint main body 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物排水配管にお
ける立て管のオフセットに使用される排水立て管オフセ
ット用継手に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage stack offset coupling used for offsetting a stack in a building drainage pipe.

【0002】[0002]

【従来の技術】通常の集合住宅においては、図5に示す
ように、真直な排水立て管Pに各住戸の衛生器具等をト
ラップtを介し排水枝管bにより接続している。
2. Description of the Related Art In an ordinary apartment house, as shown in FIG. 5, sanitary fixtures and the like of each dwelling unit are connected to a straight drain stack P via a trap t via a drain branch pipe b.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、建物上
層階部と建物下層階部において住戸の広さや部屋割り等
を異にする場合、排水立て管を建物上層階部から建物下
層階部に至るまで真直に配管することができず、図6に
示すように、排水立て管を建物途中階でずらせて配管す
ること、すなわち、オフセット配管することが必要であ
る。而るに、かかるオフセット配管では、オフセット部
Sが部分的に満水状態になり、オフセット部Sよりも上
方の或る枝管、例えばbm,bm+1,…から多量に排水が
流下されると、枝管bmより下方の立て管部分Yの空気
が圧縮されてその間の枝管bm-1,…b1に接続された衛
生器具等のトラップの封水が吹き出される畏れがある。
However, when the size of the dwelling units and the room layout are different between the upper floor of the building and the lower floor of the building, the drainage stack is required to extend from the upper floor of the building to the lower floor of the building. It is not possible to pipe straight, and it is necessary to shift the drainage stack on the middle floor of the building as shown in FIG. 6, that is, to perform offset piping. Thus, in such an offset pipe, when the offset portion S is partially filled with water, and a large amount of drainage flows from a certain branch pipe above the offset portion S, for example, bm, bm + 1,. There is a fear that the air in the standing pipe portion Y below the branch pipe bm is compressed, and the trapped water such as sanitary fittings connected to the branch pipes bm-1,.

【0004】そこで、上記の空気圧縮に対し空気を逃が
してトラップ封水の吹き出しを防止するために、通気配
管を設けることが知られているが、別途スラブに開口を
設ける必要があり、更に配管工数や配管部材等も多くな
り、コスト増加が避けられない。
Therefore, it is known to provide a ventilation pipe in order to release the air in the above-mentioned air compression and prevent the trap water from being blown out. However, it is necessary to separately provide an opening in the slab. Man-hours, piping members, and the like also increase, and an increase in cost is inevitable.

【0005】本発明の目的は、建物排水立て管をオフセ
ット配管する場合、オフセット用継手を改良するだけで
トラップ封水の吹き出し等の不都合を充分に防止できる
ようにすることにある。
SUMMARY OF THE INVENTION An object of the present invention is to make it possible to sufficiently prevent inconveniences such as blowing out trapped water simply by improving an offset joint when a building drainage stack is offset.

【0006】[0006]

【課題を解決するたの手段】本発明に係る排水立て管オ
フセット用継手は、建物排水配管における立て管のオフ
セットに使用される継手であり、下側の垂直配管が接続
される排水流出側接続用部が上端閉塞の継手本体の下端
に設けられ、上側の水平乃至は斜め上向き配管が接続さ
れる排水流入側接続用部が、流入排水を継手本体内周に
沿う旋回流とするための案内路を介して同上継手本体の
側面に設けられていることを特徴とする構成であり、継
手本体に掃除口を設けること、排水流出側接続用部及び
排水流入側接続用部をフランジ接続構造とするか、また
は排水流出側接続用部を前記のフランジ接続構造とし、
排水流入側接続用部を差し込み接続構造とすることがで
きる。
SUMMARY OF THE INVENTION A drainage stack offset fitting according to the present invention is a fitting used for offsetting a stackpipe in a building drainage pipe, and a drainage outflow side connection to which a lower vertical pipe is connected. A drainage portion is provided at the lower end of the joint body with the upper end closed, and a drainage inflow side connection portion to which an upper horizontal or obliquely upward pipe is connected is a guide for turning inflow drainage into a swirling flow along the inner periphery of the joint body. It is a configuration characterized by being provided on the side surface of the above-mentioned joint main body via a path, providing a cleaning port in the joint main body, a drainage outflow side connection part and a drainage inflow side connection part with a flange connection structure. Or, the drainage outflow side connection part is the flange connection structure,
The drainage inflow side connection portion may have a plug-in connection structure.

【0007】[0007]

【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態について説明する。図1の(イ)は本発明に
係る排水立て管オフセット用継手の一実施例を示す側面
図、図1の(ロ)は同じく平面図である。図1におい
て、Aは排水立て管の下側の垂直配管を、Bは同じく上
側の水平乃至は斜め上向き配管をそれぞれ示し、水平乃
至は斜め上向き配管は所定のオフセット距離を隔てて上
側の垂直配管に通常の曲り継手によって接続されるが、
図1では図示を省略してある。Cは本発明に係る排水立
て管オフセット用継手の一実施例を示している。1は上
端閉塞の継手本体、2は下側の垂直配管Aが接続される
排水流出側接続用部であり、継手本体1の下端に一体に
設けられている。図示の実施例では、図2に示すよう
に、継手本体1の下端にフランジ21付き受口22を一
体に形成し、そのフランジ22とパッキング押え板23
との間にパッキング24を組み込んでなるフランジ接続
構造としてあり、下側の垂直配管Aが挿入され、ボルト
25によるパッキング押え板23の締め付けでパッキン
グ24が圧縮される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1A is a side view showing an embodiment of the drainage stack offset coupling according to the present invention, and FIG. 1B is a plan view of the same. In FIG. 1, A denotes a vertical pipe below the drainage stack, B denotes an upper horizontal or diagonally upward pipe, and the horizontal or diagonally upward pipe denotes an upper vertical pipe at a predetermined offset distance. Connected by a normal bend joint to
In FIG. 1, illustration is omitted. C shows an embodiment of the drainage stack offset coupling according to the present invention. Reference numeral 1 denotes a joint body having a closed upper end, and reference numeral 2 denotes a drainage / outflow-side connection portion to which the lower vertical pipe A is connected. In the illustrated embodiment, as shown in FIG. 2, a socket 22 with a flange 21 is integrally formed at the lower end of the joint body 1, and the flange 22 and the packing holding plate 23 are formed.
And the packing 24 is inserted between them. The lower vertical pipe A is inserted, and the packing 24 is compressed by tightening the packing holding plate 23 with the bolt 25.

【0008】図1において、3は上側の水平乃至は斜め
上向き配管Bが接続される排水流入側接続用部であり、
流入排水を継手本体の内周に沿う旋回流にするための案
内路4を介して継手本体1の側面に突設されている。こ
の案内路4は、サイクロンと同様にして旋回流を発生
し、案内路4の中心軸が継手本体1の中心軸に交叉され
ず、案内路4の流路断面の直径が継手本体1の直径より
もやや小とされ、案内路4の最外側面が継手本体1の円
柱外面に接線で交叉されている。
In FIG. 1, reference numeral 3 denotes a drainage inflow side connection part to which an upper horizontal or obliquely upward pipe B is connected.
The inflow / drainage is provided on a side surface of the joint body 1 via a guide path 4 for turning the inflow and drainage into a swirling flow along the inner periphery of the joint body. The guide path 4 generates a swirling flow in the same manner as the cyclone, and the center axis of the guide path 4 does not intersect with the center axis of the joint body 1, and the diameter of the passage section of the guide path 4 is the diameter of the joint body 1. The outermost surface of the guide path 4 is tangentially intersected with the outer surface of the column of the joint body 1.

【0009】上記の排水流入側接続用部3は、ワンタッ
チ式の差し込み接続構造とすることができる。例えば、
図3に示すように、フランジ31付き受口32にフラン
ジ33付きリップパッキング34を装着し、更にフラン
ジ35付きパッキング押え板36を当接し、これらをボ
ルト37で締結してなる差し込み接続構造を使用でき、
上側の水平乃至は斜め上向き配管が挿入され、リップパ
ッキング34のセルフシール作用でシールされる。
[0009] The drainage inflow side connection portion 3 may be a one-touch type insertion connection structure. For example,
As shown in FIG. 3, a lip packing 34 with a flange 33 is attached to a socket 32 with a flange 31, a packing press plate 36 with a flange 35 is abutted, and these are fastened with bolts 37. Can,
An upper horizontal or obliquely upward pipe is inserted and sealed by the self-sealing action of the lip packing 34.

【0010】上記において、排水流入側接続用部も排水
流出側接続用部と同様、フランジ接続構造とすることが
できる。上記継手本体の上面には、掃除口として用いる
開閉可能な開口部を設けることができる。上記継手の排
水流出側接続用部が通常のストレート管であってもよ
い。本発明に係る排水立て管オフセット用継手は、合成
樹脂、例えば塩化ビニル樹脂の射出成形やブロー成形等
により製造できる。
[0010] In the above, the drainage inflow side connection portion can also have a flange connection structure like the drainage outflow side connection portion. An openable and closable opening used as a cleaning port can be provided on the upper surface of the joint body. The connection part for drainage outflow side of the above-mentioned joint may be a usual straight pipe. The drainage stack offset coupling according to the present invention can be manufactured by injection molding or blow molding of a synthetic resin, for example, vinyl chloride resin.

【0011】図4の(イ)は本発明の継手Cによる上側
の水平乃至は斜め上向き配管Bと下側の垂直配管Aとの
接続部の側面図を、図4の(ロ)は図4の(イ)におけ
るロ−ロ断面図をそれぞれ示している。この接続部は、
図6における接続部Xに対応している。
FIG. 4A is a side view of a connection portion between the upper horizontal or obliquely upward pipe B and the lower vertical pipe A by the joint C of the present invention, and FIG. (A) is a cross-sectional view of the roller. This connection is
This corresponds to the connection part X in FIG.

【0012】図6において、水平乃至は斜め上向き配管
Bの内径が、オフセット部Sよりも上方の枝管b1,…
bm,bm+1…からの最大排水量のもとでも満水状態にな
らないように設定されていても、従来では、接続部Xが
満水状態になることがあり、この時、例えば枝管bmよ
りも上方の枝管bm,bm+1…からの排水流量が多量にな
れば、枝管bmよりも下側の排水立て管部分Yの空気が
圧縮されて枝管bm-1,…b1のトラップ封水の吹き出し
が発生する。また、同上接続部Xが満水状態にあるとき
に、オフセット部Sよりも下方の或る枝管、例えばbn
から排水が多量に高速で流下されれば、その枝管とオフ
セット部Sとの間の排水立て管部分が減圧状態にされて
枝管bn+1,bn+2のトラップ封水の吸い込みが発生す
る。
In FIG. 6, the inner diameter of a horizontal or obliquely upward pipe B is a branch pipe b1,.
Even if it is set not to be full even under the maximum displacement from bm, bm + 1..., conventionally, the connection portion X may be full. If the drainage flow rate from the upper branch pipes bm, bm + 1 ... becomes large, the air in the drainage stack section Y below the branch pipe bm is compressed, and the trap sealing of the branch pipes bm-1, ... b1 is performed. Water blowing occurs. Further, when the connection portion X is full, a certain branch pipe below the offset portion S, for example, bn
If a large amount of drainage flows down from the drain, the drainage stack portion between the branch pipe and the offset portion S is depressurized, and trapping water of the branch pipes bn + 1 and bn + 2 is generated. I do.

【0013】しかしながら、本発明の継手による接続部
では、図4において、水平乃至は斜め上向き配管Bから
の流入排水Wが案内路4のために継手本体1の内周に沿
い旋回されて遠心力を受けるから、継手本体1内を空洞
状態に保持して満水状態になるのをよく排除でき、上記
トラップ封水の吹き出しやトラップ封水の吸い込みを充
分に防止できる。
However, in the connection part by the joint of the present invention, in FIG. 4, the inflow / drainage water W from the horizontal or obliquely upward pipe B is swung along the inner periphery of the joint body 1 for the guide path 4 and the centrifugal force is generated. Therefore, it is possible to prevent the inside of the joint body 1 from being filled with the cavity inside the hollow body, and it is possible to sufficiently prevent the trap water from being blown out and sucked.

【0014】上記継手本体内の空洞化には、旋回流速を
高速にして遠心力を強くすることが有効であり、斜め上
向き配管の傾斜角を大きくするほど有利であるが、配管
空間の制約がある。従って、排水流出側接続用部の受口
の中心軸と排水流入側接続用部の受口の中心軸との間の
角度を5°、10°、30°、45°、90°に設定し
た継手を用意しておき、配管空間に応じ適宜に選択して
使用することが好ましい。
In order to hollow the joint body, it is effective to increase the swirling velocity and increase the centrifugal force, and it is more advantageous to increase the inclination angle of the obliquely upward pipe. is there. Therefore, the angle between the central axis of the receptacle of the drainage outflow side connection part and the central axis of the receptacle of the drainage inflow side connection part was set to 5 °, 10 °, 30 °, 45 °, 90 °. It is preferable to prepare joints and select them appropriately according to the piping space.

【0015】[0015]

【発明の効果】本発明に係る排水立て管オフセット用継
手によれば、排水立て管をオフセット配管しても、下側
垂直配管と上側の水平乃至は斜め上向き配管とを接続し
た本発明の継手の本体内を流入排水の旋回流によって空
洞状態に保持できるから、オフセット部上方の枝管での
トラップ封水の吹き出しやオフセット部下方の枝管での
トラップ封水の吸い込み等をよく防止できる。従って、
通気用配管が不要であり、スラブ開口作業や配管工数の
増大を排除でき、オフセット配管を必要とする排水立て
管施工の低コスト化を図ることができる。
According to the drainage stack offset coupling of the present invention, even if the drainage stack is offset, the lower vertical pipe and the upper horizontal or obliquely upward pipe are connected to each other. Can be held in a hollow state by the swirling flow of the inflow / drainage water, so that trapping water can be prevented from being blown out of the branch pipe above the offset portion and sucked in from the branch pipe below the offset portion. Therefore,
Since ventilation piping is not required, slab opening work and increase in the number of man-hours for piping can be eliminated, and the cost of drainage stack pipe construction requiring offset piping can be reduced.

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

【図1】図1の(イ)は本発明に係る排水立て管オフセ
ット用継手の一実施例を示す側面図、図1の(ロ)は同
じく上面図である。
FIG. 1A is a side view showing an embodiment of a drainage stack offset coupling according to the present invention, and FIG. 1B is a top view of the same.

【図2】本発明に係る排水立て管オフセット用継手の排
水流出側接続用部の一例を示す図面である。
FIG. 2 is a view showing an example of a drainage outflow side connection portion of the drainage stack offset coupling according to the present invention.

【図3】本発明に係る排水立て管オフセット用継手の排
水流入側接続用部の一例を示す図面である。
FIG. 3 is a view showing an example of a drainage inflow side connection portion of the drainage stack offset coupling according to the present invention.

【図4】図4の(イ)は本発明に係る排水立て管オフセ
ット用継手による接続部を示す側面図、図4の(ロ)は
図4の(イ)におけるロ−ロ断面図である。
FIG. 4 (A) is a side view showing a connection part by the drainage stack offset coupling according to the present invention, and FIG. 4 (B) is a cross-sectional view taken along the line B in FIG. 4 (A). .

【図5】通常の建物排水配管を示す図面である。FIG. 5 is a drawing showing a normal building drainage pipe.

【図6】建物排水立て管の従来のオフセット配管を示す
図面である。
FIG. 6 is a drawing showing a conventional offset pipe of a building drainage stack.

【符号の説明】[Explanation of symbols]

A 下側の垂直配管 B 上側の水平乃至は斜め上向き配管 C 排水立て管オフセット用継手 1 継手本体 2 排水流出側接続用部 21 フランジ 22 フランジ付き受口 23 パッキング押え板 24 パッキング 25 ボルト 3 排水流入側接続用部 31 フランジ 32 フランジ付き受口 33 フランジ 34 フランジ付きリップパッキング 35 フランジ 36 押え板 4 案内路 A Lower vertical pipe B Upper horizontal or diagonally upward pipe C Drainage stack offset joint 1 Joint body 2 Drainage outflow side connection part 21 Flange 22 Flanged socket 23 Packing holding plate 24 Packing 25 Bolt 3 Drainage inflow Side connection part 31 Flange 32 Flanged receptacle 33 Flange 34 Flanged lip packing 35 Flange 36 Holding plate 4 Guide path

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) F16L 23/028 43/00 (72)発明者 奥村 浩二 滋賀県栗太郡栗東町野尻75 セキスイ管材 テクニックス株式会社内 Fターム(参考) 2D061 AA04 AB03 AB06 AC06 AD01 3H016 AB02 3H019 EA11 Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (Reference) F16L 23/028 43/00 (72) Inventor Koji Okumura 75 Nojiri, Kurito-cho, Kurita-gun, Shiga Prefecture Sekisui Tubing Technics Co., Ltd. Terms (reference) 2D061 AA04 AB03 AB06 AC06 AD01 3H016 AB02 3H019 EA11

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】建物排水配管における立て管のオフセット
に使用される継手であり、下側の垂直配管が接続される
排水流出側接続用部が上端閉塞の継手本体の下端に設け
られ、上側の水平乃至は斜め上向き配管が接続される排
水流入側接続用部が、流入排水を継手本体内周に沿う旋
回流とするための案内路を介して同上継手本体の側面に
設けられていることを特徴とする排水立て管オフセット
用継手。
1. A joint used for offsetting a standing pipe in a drainage pipe for a building, wherein a drainage outflow side connection part to which a lower vertical pipe is connected is provided at a lower end of a joint body having an upper end closed, and The drainage inflow side connection portion to which the horizontal or obliquely upward pipe is connected is provided on a side surface of the joint body through a guide path for turning the inflow drainage into a swirling flow along the inner periphery of the joint body. Features a drainage stack offset fitting.
【請求項2】継手本体に掃除口が設けられている請求項
1記載の排水立て管オフセット用継手。
2. The drainage stack offset joint according to claim 1, wherein a cleaning port is provided in the joint body.
【請求項3】排水流出側接続用部及び排水流入側接続用
部が、フランジ接続構造とされている請求項1又は2記
載の排水立て管オフセット用継手。
3. The drainage stack offset coupling according to claim 1, wherein the drainage outflow side connection portion and the drainage inflow side connection portion have a flange connection structure.
【請求項4】排水流出側接続用部が前記のフランジ接続
構造とされ、排水流入側接続用部が差し込み接続構造と
されている請求項1又は2記載の排水立て管オフセット
用継手。
4. The drainage stack offset coupling according to claim 1, wherein the drainage outflow side connection portion has the flange connection structure, and the drainage inflow side connection portion has a plug-in connection structure.
JP2001015881A 2001-01-24 2001-01-24 Joint for offsetting riser drain Pending JP2002220862A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001015881A JP2002220862A (en) 2001-01-24 2001-01-24 Joint for offsetting riser drain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001015881A JP2002220862A (en) 2001-01-24 2001-01-24 Joint for offsetting riser drain

Publications (1)

Publication Number Publication Date
JP2002220862A true JP2002220862A (en) 2002-08-09

Family

ID=18882353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001015881A Pending JP2002220862A (en) 2001-01-24 2001-01-24 Joint for offsetting riser drain

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255625A (en) * 2007-04-04 2008-10-23 Sekisui Chem Co Ltd Drain pipe system
CN110230738A (en) * 2019-06-27 2019-09-13 北京航天新风机械设备有限责任公司 A kind of edge joint of suitable high energy beam penetration fustion welding

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59121289A (en) * 1982-12-27 1984-07-13 株式会社 小島製作所 Drain vertical pipe joint
JPH02142993A (en) * 1988-11-25 1990-06-01 Nishihara Eisei Kogyosho:Kk Developing drain joint
JPH03153990A (en) * 1989-11-10 1991-07-01 Noriatsu Kojima Vertical pipe fitting device for water exhaustion
JPH08105087A (en) * 1994-10-07 1996-04-23 Kubota Corp Offset joint of draining horizontal main pipe
JPH08253959A (en) * 1995-01-17 1996-10-01 Noriatsu Kojima Fitting for drain pipe and drainage system using the fitting
JPH10317445A (en) * 1997-05-16 1998-12-02 Sekisui House Ltd Drain pipe joint for house

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59121289A (en) * 1982-12-27 1984-07-13 株式会社 小島製作所 Drain vertical pipe joint
JPH02142993A (en) * 1988-11-25 1990-06-01 Nishihara Eisei Kogyosho:Kk Developing drain joint
JPH03153990A (en) * 1989-11-10 1991-07-01 Noriatsu Kojima Vertical pipe fitting device for water exhaustion
JPH08105087A (en) * 1994-10-07 1996-04-23 Kubota Corp Offset joint of draining horizontal main pipe
JPH08253959A (en) * 1995-01-17 1996-10-01 Noriatsu Kojima Fitting for drain pipe and drainage system using the fitting
JPH10317445A (en) * 1997-05-16 1998-12-02 Sekisui House Ltd Drain pipe joint for house

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255625A (en) * 2007-04-04 2008-10-23 Sekisui Chem Co Ltd Drain pipe system
CN110230738A (en) * 2019-06-27 2019-09-13 北京航天新风机械设备有限责任公司 A kind of edge joint of suitable high energy beam penetration fustion welding

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