JP2007192321A - Blocking joint - Google Patents

Blocking joint Download PDF

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Publication number
JP2007192321A
JP2007192321A JP2006011596A JP2006011596A JP2007192321A JP 2007192321 A JP2007192321 A JP 2007192321A JP 2006011596 A JP2006011596 A JP 2006011596A JP 2006011596 A JP2006011596 A JP 2006011596A JP 2007192321 A JP2007192321 A JP 2007192321A
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joint
pipe
partition wall
hole
gas
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JP2006011596A
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JP4799184B2 (en
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Hiroaki Tanaka
宏明 田中
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Mitsui Chemicals Inc
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Mitsui Chemicals Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To easily and surely perform the blocking of a gas pipe by merely fitting a joint and also perform the unblocking for re-use without cutting plastic pipes in the blocking joint fitted for branching and projecting a branch pipe to a private land, blocking the pipe at the end part projecting to the private land until it is used, and opening it for re-use when the gas pipe is laid in a public road. <P>SOLUTION: This blocking joint B comprises both insertion parts 1 to which the plastic pipes are inserted for connection and a cylindrical body part 2 at the center. The both insertion parts 1 are eccentric, a flow passage 15 extending from one insertion part 1 to the other insertion part 1 forms a step 15a at the center, and a tilted partition wall 16 cutting off the flow passage is formed integrally with the step 15a. When the joint is opened, a hole saw 13 is screwed in until it breaks out a partition wall 7 and then make a hole in the partition wall 16. After the hole is made, the hole saw 13 is raised to remain it in the mounting hole. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、プラスチック管による上下水道やガス管の配管工事において用いられ、使用時までは管を遮断しておき、使用時において開口される遮断継手に関する。   The present invention relates to a shutoff joint that is used in plumbing work for water and sewerage and gas pipes using plastic pipes, and that shuts off the pipes until use and is opened during use.

ガス管を例にとっていえば、ガス管としては近年、上下水道管についてもそうであるが、プラスチック管、ことにポリエチレン管が普及し、その配管は従来より主に公道に埋設されている。そして家の新築工事のためガスの供給を受けるときには、最寄に敷設されたガス管から分岐管を分岐させて民地内に引込む引込み工事が行われるが、引込み工事に際しては、民地のみならず、公道も掘削する必要があり、公道を掘削するには、行政に対する占有許可等の手続が必要であるほか、何よりも公道に至るまでの掘削は、掘削量が多くなり、その復旧工事を含め工事費を高価にする要因となっていた。そこで近年では、公道にガス管を敷設する際には、予めガス管より分岐管を分岐させて、その端部を民地内に引込み、端部に簡易バルブを取付けて、盲にした状態で埋設しておき、新築等のためガスの供給を受けるときには、民地側に敷設されたガス管と、上記分岐管端部とを継手により接続したのち、バルブを開くことで、公道の掘削を不要にする工法が多く用いられている。この工法で用いられるバルブは簡易バルブとはいえ、比較的高価であり、また分岐管敷設後、何らかの原因でバルブが緩むと、ガス洩れを生じたり、使用に至るまでの期間が長くなると、バルブのゴム製のパッキンやoリングなどのシール部分が劣化し、ガス漏れを生ずるおそれがある。   Taking gas pipes as an example, plastic pipes, especially polyethylene pipes, have been widely used as gas pipes in recent years, but pipes have been mainly buried in public roads. And when receiving gas supply for the construction of a new house, a pull-in work is performed by branching a branch pipe from the nearest gas pipe into the private area. It is necessary to excavate public roads, and in order to excavate public roads, procedures such as occupancy permission for the government are necessary, and above all, excavation up to public roads increases the amount of excavation, including its restoration work This was a factor that increased construction costs. Therefore, in recent years, when laying gas pipes on public roads, divide the branch pipe from the gas pipe in advance, draw the end part into the private area, attach a simple valve to the end part, and bury it in a blind state In addition, when receiving gas supply for new construction, etc., connecting the gas pipe laid on the private side and the end of the branch pipe with a joint and then opening the valve eliminates the need for excavating public roads Many methods are used. Although the valve used in this method is a simple valve, it is relatively expensive.If the valve is loosened for some reason after laying the branch pipe, gas leakage will occur or the period until use will become longer. The seal part such as rubber packing and o-ring may deteriorate and cause gas leakage.

下記特許文献1には、例えば建物の取壊し時に民地内のガス配管を撤去してガスの供給を停止する必要がある場合、公道と民地との間の地面を掘削して埋設管を剥き出しにし、分断箇所の管を押し潰して封止したのち、民地側の管を切断しておく。そしてその後、ガスの供給を再開するときには、押し潰して封止した既設管を分割した継手で挟み込んで締結したのち、民地内の新設管を継手に連結し、ついで継手に切断装置を挿入して既設管の封止箇所を切断する工法が開示されている。
特開2000−88141号
In Patent Document 1 below, for example, when it is necessary to remove the gas pipe in the private area and stop the gas supply when the building is demolished, the ground pipe between the public road and the private area is excavated to expose the buried pipe. Then, after crushing and sealing the pipe at the parting point, the pipe on the private side is cut. After that, when resuming the gas supply, the existing pipe that has been crushed and sealed is sandwiched and fastened with a divided joint, and then the new pipe in the private area is connected to the joint, and then a cutting device is inserted into the joint. A method of cutting a sealed portion of an existing pipe is disclosed.
JP 2000-88141 A

上述の特許文献1に開示される工法によれば、バルブを用いないで使用時までガス管を遮断することができるが、ガスの供給を遮断して再開するまでに管を押し潰して封止する工程と、継手を組合わせて締結する工程と、新設管を継手に連結する工程と、切断装置で封止箇所を切断して開口する工程が必要であり、また押し潰して封止した箇所からガス漏れを生ずるおそれがあって、ガスの遮断に確実性を欠くほか、切断も押し潰した箇所を切断するため、開口も押し潰された状態となって開口面積が小さくなる嫌いがある。   According to the construction method disclosed in Patent Document 1, the gas pipe can be shut off until use without using a valve, but the pipe is crushed and sealed before the gas supply is shut off and restarted. , A step of combining and fastening the joint, a step of connecting the new pipe to the joint, a step of cutting and opening the sealing portion with a cutting device, and a portion that is crushed and sealed In addition to lack of certainty in shutting off the gas, there is a concern that the opening is also crushed and the opening area is reduced because the cut portion is cut.

本発明は、管の遮断が継手を取付けるだけで容易かつ確実に行われ、使用時における開口もプラスチック管を切断することなく行うことができる遮断継手を提供することを目的とする。   It is an object of the present invention to provide a breaker joint that can be easily and surely cut off a pipe simply by attaching the joint, and can be opened without cutting the plastic pipe.

請求項1に係わる発明は、プラスチック管による上下水道やガス管の配管工事において用いられ、プラスチック管が差込んで連結される差込部を複数備えたプラスチック製、好ましくはポリエチレン製の管継手において、一つの差込部から他の差込部に至る流路を遮断する隔壁と、穿孔工具が進退可能である装着孔を有し、該装着孔に装着された穿孔工具を押込むことにより、隔壁の全部若しくは大部分に孔あけが行われ得ることを特徴とする。   The invention according to claim 1 is used in pipe work for water and sewage and gas pipes using plastic pipes, and is preferably a plastic pipe joint having a plurality of insertion parts to which plastic pipes are inserted and connected. , Having a partition wall that cuts off the flow path from one insertion part to the other insertion part, and a mounting hole in which the drilling tool can be advanced and retracted, and by pressing the drilling tool mounted in the mounting hole, It is characterized in that the whole or most of the partition wall can be perforated.

本発明における継手において、差込部が三個以上設けられる場合、一つの隔壁で流路を全て遮断するようにしてもよいし、隔壁を二個以上設けて流路を個別に遮断するようにしてもよい。   In the joint according to the present invention, when three or more insertion portions are provided, all the flow paths may be blocked by one partition wall, or two or more partition walls may be provided to block the flow paths individually. May be.

穿孔工具は、押込みによって隔壁に孔あけが行われるようになっているものであればよく、その種類を問わないが、敢えて例示すればホールソー、特許文献1に開示されるような切断装置を挙げることができる。この穿孔工具は装着孔に装着しておいて、管埋設時に埋設するようにしてもよいし、装着孔に例えば特許文献1に開示されるようなシャッターを設けて装着孔を開閉できるようにしたり、装着孔を塞ぐ隔壁を設け、開口時にシャッターで装着孔を開いてから穿孔工具を装着孔に装入して押込むようにしたり、穿孔工具を装入して装着孔を塞ぐ隔壁を突き破って押込むようにしてもよい。開口後、シャッターが設けられる場合には、穿孔工具を引出して取外すことができるが、シャッターが設けられない場合、穿孔工具は好ましくは装着孔内にとどめて埋殺される。   Any drilling tool may be used as long as it allows the partition wall to be perforated by pressing, and any type of drilling tool may be used. However, a hole saw and a cutting device disclosed in Patent Document 1 are exemplified. be able to. This drilling tool may be mounted in the mounting hole and embedded at the time of pipe embedding, or the mounting hole may be provided with a shutter as disclosed in Patent Document 1, for example, so that the mounting hole can be opened and closed. , Provide a partition wall that closes the mounting hole, open the mounting hole with the shutter at the time of opening, and then insert the drilling tool into the mounting hole and push it in, or push through the partition wall that plugs in the mounting hole and inserts You may make it. If the shutter is provided after opening, the drilling tool can be pulled out and removed, but if the shutter is not provided, the drilling tool is preferably kept in the mounting hole and buried.

請求項2に係わる発明は、請求項1に係わる発明の一の差込口から他の差込口に至る流路に段を有し、該段に前記隔壁が形成されることを特徴とする。   The invention according to claim 2 is characterized in that the flow path from one insertion port to the other insertion port of the invention according to claim 1 has a step, and the partition is formed in the step. .

請求項1に係わる発明の遮断継手によると、一の差込部をプラスチック管に差込んで連結するだけでプラスチック管に何等かの加工を要することなくプラスチック管を容易かつ確実に遮断することができ、また穿孔工具を押込んで隔壁に孔あけをすることにより開口することができ、隔壁への孔あけはプラスチック管に関係なく行われ、プラスチック管を変形させることもない。   According to the breaker joint of the invention according to claim 1, it is possible to easily and reliably block the plastic pipe without requiring any processing to the plastic pipe simply by inserting and connecting the one insertion portion to the plastic pipe. It can be opened by pushing a drilling tool to make a hole in the partition wall, and the partition wall is opened regardless of the plastic tube, and the plastic tube is not deformed.

請求項2に係わる発明の遮断継手によると、段の断面積を拡大することにより隔壁にあけられる開口の開口面積を大きくすることができる。   According to the breaking joint of the invention according to claim 2, the opening area of the opening opened in the partition wall can be increased by enlarging the cross-sectional area of the step.

以下、本発明の実施形態の遮断継手について図面により説明する。
図1〜図4は、第1の実施形態の遮断継手について示すもので、該遮断継手Aは、両側にポリエチレン管9が差込んで熱融着される差込部1を、中央に胴部2を直交して形成したポリエチレン製の成形品よりなり、胴部2は円筒状で、後述のホールソーが捩じ込まれる装着孔3を有し、外周には上部に環状溝4が、その下部にネジが刻設されている。そして上方よりキャップ5が捩じ込んで取付けられている。図中、6はシールのため環状溝4に装着されるoリングである。
Hereinafter, the interruption | blocking coupling of embodiment of this invention is demonstrated with reference to drawings.
1 to 4 show the breaker joint of the first embodiment. The breaker joint A has a plug portion 1 into which polyethylene pipes 9 are inserted and heat-sealed on both sides, and a barrel portion in the center. 2 is a molded product made of polyethylene formed orthogonally, the body portion 2 is cylindrical, has a mounting hole 3 into which a hole saw described later is screwed, and an annular groove 4 is formed at the upper part on the outer periphery. Screws are engraved on. A cap 5 is screwed in from above. In the figure, 6 is an o-ring mounted in the annular groove 4 for sealing.

胴部2にはまた、装着孔3の底部に装着孔3を塞ぐ隔壁7が一体形成され、この隔壁7には空気抜き8が形成されている。   The body 2 is also integrally formed with a partition wall 7 that closes the mounting hole 3 at the bottom of the mounting hole 3, and an air vent 8 is formed in the partition wall 7.

両差込部1の中央には、一方の差込部1から他方の差込部1に達する流路10を遮断する隔壁11が一体に形成される。この隔壁11は上記空気抜き8と対向する周面から立上がるセグメント状の立上がり部11aと、該立上がり部11a端から軸線方向に延出する横壁部11bと該横壁部端と、流路12を形成する継手Aの内周面を連結して形成される湾曲壁11cよりなり、横壁部11bの大半と湾曲壁11cは、図1の一点鎖線で示すように装着孔3の延長の範囲内に位置し、後述の穿孔工具であるホールソー13で切断されうるようになっている。   A partition wall 11 is integrally formed at the center of both insertion portions 1 to block the flow path 10 from one insertion portion 1 to the other insertion portion 1. This partition wall 11 forms a channel 12 with a segment-like rising portion 11a rising from a peripheral surface facing the air vent 8, a horizontal wall portion 11b extending from the end of the rising portion 11a in the axial direction, and an end of the horizontal wall portion. The curved wall 11c is formed by connecting the inner peripheral surfaces of the joint A, and most of the lateral wall portion 11b and the curved wall 11c are located within the extension range of the mounting hole 3 as shown by the one-dot chain line in FIG. However, it can be cut by a hole saw 13 which is a drilling tool described later.

将来、民地へガス供給するため管工事を行うときには、ガス管より分岐した分岐管に継手Aを取付けた後、継手Aのキャップ5及びホールソー13を外して空気抜き8から空気を抜く。そしてガスが出始めてからホールソーを装着孔3に捩じ込んで挿入し、キャップを取り付けた後に埋設する。公道での管工事後、民地内へのガス供給が必要となったときには、民地内に配管した新規管と接続した後、キャップ5を外してホールソー13を捩じ込み、隔壁7を切断して突き破る。続いて更なるホールソー13の捩じ込みにより湾曲壁11cの両側、最後に横壁部11bの根元を切断し孔をあける。穿孔後、ホールソー13を引き上げ装着孔内にとどめる。そしてキャップ5を捩じ込んで取付ける。図4は開口後の流路12の断面を示すもので、流路内には立上がり部11aと湾曲壁11cの両側の一部が突出して残った状態となっている。   In the future, when pipe work is performed to supply gas to a private area, the joint A is attached to the branch pipe branched from the gas pipe, and then the cap 5 and the hole saw 13 of the joint A are removed, and the air is vented from the air vent 8. Then, after the gas starts to come out, the hole saw is screwed into the mounting hole 3 and inserted, and after the cap is attached, it is buried. After the pipe construction on the public road, when it is necessary to supply gas into the private area, after connecting with a new pipe piped in the private area, the cap 5 is removed, the hole saw 13 is screwed in, and the partition wall 7 is cut. Break through. Subsequently, by further screwing the hole saw 13, both sides of the curved wall 11c and finally the base of the lateral wall portion 11b are cut to make a hole. After drilling, the hole saw 13 is pulled up and retained in the mounting hole. Then, the cap 5 is screwed in and attached. FIG. 4 shows a cross section of the flow path 12 after opening, and a part of both sides of the rising portion 11a and the curved wall 11c protrudes and remains in the flow path.

上記実施形態の遮断継手Aは、ポリエチレン管9と熱融着されるようになっているが、電気融着されるようにしてもよい。またホールソー13は公道での管工事後、継手Aに装着して埋設しておくのではなく、民地内に配管した新規管を継手Aに接続した後に継手Aの装着孔3に挿入して穿孔するようにしてもよい。   Although the interruption | blocking coupling A of the said embodiment is heat-seal | fused with the polyethylene pipe | tube 9, you may make it electrofuse. The hole saw 13 is not mounted and buried in the joint A after pipe construction on a public road, but a new pipe piped in a private area is connected to the joint A and then inserted into the mounting hole 3 of the joint A to drill. You may make it do.

図5は、第2の実施形態の遮断継手Bについて示すもので、図1に示す継手Aと同一構造部分には同一符号を付して、その説明を省略する。   FIG. 5 shows the breaking joint B of the second embodiment. The same reference numerals are given to the same structural parts as the joint A shown in FIG.

継手Bの両側の差込部1は偏芯して、一方の差込部1から他方の差込部1に至る流路15が中央部で段15aをなし、該段15aに流路を遮断する傾斜した隔壁16が一体に形成されている。   The insertion part 1 on both sides of the joint B is eccentric, and the flow path 15 from one insertion part 1 to the other insertion part 1 forms a step 15a at the center, and the flow path is blocked by the step 15a. An inclined partition wall 16 is integrally formed.

本継手Bにおいても継手Aと同様の作業が行われる。すなわち公道での管工事を行う際には、ガス管より分岐した分岐管に継手Bを取付けた後、継手Bのキャップ5及びホールソー13を外して空気抜きを行ったのち、キャップ5及びホールソー13を取付けて埋設する。そして将来、民地内へガス配管をしてガス供給を行うときには、民地内に配管した新規管を継手Bに接続したのちキャップを外し、ホールソー13で孔あけを行う。図6は穿孔後の流路14の段15aでの断面を示すものである。   The same operation as that of the joint A is performed in the joint B. That is, when performing pipe construction on a public road, after fitting the joint B to the branch pipe branched from the gas pipe, removing the cap 5 and the hole saw 13 of the joint B, and then venting the air, the cap 5 and the hole saw 13 are then removed. Install and bury. In the future, when gas is supplied into the private area by supplying gas, the cap is removed after the new pipe connected in the private area is connected to the joint B, and the hole saw 13 is used for drilling. FIG. 6 shows a cross section at the step 15a of the flow path 14 after perforation.

図7は、本発明に係わる遮断継手A、Bの適用例を示すもので、公道21にガス管22を敷設するに際し、民地23側に分岐管24を分岐させて突出し、民地内に突出する端部に遮断継手A、Bを取付ける。   FIG. 7 shows an application example of the breaker joints A and B according to the present invention. When the gas pipe 22 is laid on the public road 21, the branch pipe 24 branches off on the private land 23 side and projects into the private land. Install the cut-off joints A and B at the end to be used.

別の適用例としては、ガス配管同士の連結部に用いられる。例えば高層建築物の各階に階ごとに独立したガス配管を行い、各階のガス配管を連結する部分に前述の遮断継手A、Bが取付けられる。各階の遮断継手A、Bを順に開口することにより各階に順にガスが導通される。   As another application example, it is used for a connecting portion between gas pipes. For example, independent gas pipes are provided on each floor of a high-rise building, and the above-described breaker joints A and B are attached to portions connecting the gas pipes on each floor. By opening the cut-off joints A and B on each floor in order, gas is sequentially conducted to each floor.

以上は、ガス配管に適用した例について述べたが、上下水道管についても同様に適用される。   The above is an example applied to gas piping, but the same applies to water and sewage pipes.

本発明の遮断継手は、例えば公道に埋設される上下水道やガス管より分岐する分岐管の民地内に突出する端部に使用時まで盲にして遮断したり、配管同士を連結する連結部を使用時まで遮断するのに用いることができる。   The interrupting joint of the present invention is, for example, blindly interrupting the end of the branch pipe branched from the water and sewage system or gas pipe buried in the public road until use, or connecting the pipes to each other. Can be used to block until use.

第1実施形態の分岐継手の断面図。Sectional drawing of the branch joint of 1st Embodiment. 図1のC−C線での拡大断面図。The expanded sectional view in the CC line of FIG. 開口後の断面図。Sectional drawing after opening. 開口後のC−C線での拡大断面図。The expanded sectional view in the CC line after opening. 第2実施形態の分岐継手の断面図。Sectional drawing of the branch joint of 2nd Embodiment. 開口後における図5のD−D線での拡大断面図。The expanded sectional view in the DD line of FIG. 5 after opening. 本発明に係わる分岐継手の適用例を示す略図。Schematic which shows the example of application of the branch joint concerning this invention.

符号の説明Explanation of symbols

1・・差込部
2・・胴部
3・・装着孔
4・・環状溝
5・・キャップ
6・・oリング
7、11、16・・隔壁
8・・空気抜き
9・・ポリエチレン管
10、15・・流路
13・・ホールソー
15a・・段
21・・公道
22・・ガス管
23・・民地
A、B・・遮断継手
1 .. Insert 2.. Body 3.. Mounting hole 4. Ring groove 5. Cap 6.. O-rings 7, 11, 16. · · Channel 13 · · Hole saw 15a · · Step 21 · · Public road 22 · · Gas pipe 23 · · Private land A, B · · Breaking joint

Claims (2)

プラスチック管による上下水道やガス管の配管工事において用いられ、プラスチック管が差込んで連結される差込部を複数備えたプラスチック製の管継手において、一つの差込部から他の差込部に至る流路を遮断する隔壁と、穿孔工具が進退可能である装着孔を有し、該装着孔に装着された穿孔工具を押込むことにより、隔壁の全部若しくは大部分に孔あけが行われ得ることを特徴とする遮断継手。   In plastic pipe joints with multiple plugs that are used to connect water pipes and gas pipes with plastic pipes, plastic pipes are inserted and connected, from one plug-in part to another. A partition wall that blocks the flow path to reach and a mounting hole through which the drilling tool can be advanced and retracted. By pushing the drilling tool mounted in the mounting hole, all or most of the partition wall can be drilled. A cut-off joint characterized by that. 一の差込口から他の差込口に至る流路に段を有し、該段に前記隔壁が形成されることを特徴とする請求項1記載の遮断継手。   2. The breaker joint according to claim 1, wherein the flow path from one insertion port to another insertion port has a step, and the partition is formed in the step.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012172753A (en) * 2011-02-21 2012-09-10 Waterworks Technology Development Organization Co Ltd Branch channel blocking method of fluid piping system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5434435U (en) * 1977-08-12 1979-03-06
JPS5924429U (en) * 1982-08-04 1984-02-15 タキロン株式会社 Horizontal water lock device
JPH084974A (en) * 1994-06-14 1996-01-12 Sekisui Chem Co Ltd Electrically fusible joint
JPH11201369A (en) * 1998-01-08 1999-07-30 Mitsui Chem Inc Pipe end sealing joint
JP2000088141A (en) * 1998-09-18 2000-03-31 Tokyo Gas Co Ltd Reopening construction method for cutoff pine line
JP2005147348A (en) * 2003-11-19 2005-06-09 Tokyo Gas Co Ltd End structure and end connecting method of pipe member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5434435U (en) * 1977-08-12 1979-03-06
JPS5924429U (en) * 1982-08-04 1984-02-15 タキロン株式会社 Horizontal water lock device
JPH084974A (en) * 1994-06-14 1996-01-12 Sekisui Chem Co Ltd Electrically fusible joint
JPH11201369A (en) * 1998-01-08 1999-07-30 Mitsui Chem Inc Pipe end sealing joint
JP2000088141A (en) * 1998-09-18 2000-03-31 Tokyo Gas Co Ltd Reopening construction method for cutoff pine line
JP2005147348A (en) * 2003-11-19 2005-06-09 Tokyo Gas Co Ltd End structure and end connecting method of pipe member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012172753A (en) * 2011-02-21 2012-09-10 Waterworks Technology Development Organization Co Ltd Branch channel blocking method of fluid piping system

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