JPH0143199B2 - - Google Patents
Info
- Publication number
- JPH0143199B2 JPH0143199B2 JP12270181A JP12270181A JPH0143199B2 JP H0143199 B2 JPH0143199 B2 JP H0143199B2 JP 12270181 A JP12270181 A JP 12270181A JP 12270181 A JP12270181 A JP 12270181A JP H0143199 B2 JPH0143199 B2 JP H0143199B2
- Authority
- JP
- Japan
- Prior art keywords
- upstream
- conduit
- downstream
- bag
- hose
- 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
Links
- 238000011144 upstream manufacturing Methods 0.000 claims description 91
- 238000010926 purge Methods 0.000 claims description 22
- 238000004891 communication Methods 0.000 claims description 21
- 238000010276 construction Methods 0.000 claims description 21
- 238000009792 diffusion process Methods 0.000 claims description 8
- 239000006185 dispersion Substances 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000003780 insertion Methods 0.000 description 10
- 230000037431 insertion Effects 0.000 description 10
- 238000005553 drilling Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 1
Landscapes
- Particle Formation And Scattering Control In Inkjet Printers (AREA)
- Pipe Accessories (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、中圧ガスなどの気体輸送導管におけ
る工事箇所の上流側および下流側の導管部分どう
しをバイパス管を用いて連絡し、かつ、前記導管
に対するバイパス管の上流側連絡部より下流側の
導管部分および下流側連絡部より上流側の導管部
分を夫々、無噴出機器、工具を使用して導管内に
挿入され、かつ、膨張される上流側及び下流側バ
ツグを用いて遮断し、その後、前記工事箇所の導
管工事を行い、導管工事終了後、前記上流バツグ
よりも上流側導管内の輸送気体を前記両バツグ間
の工事終了導管部分に導入することにより、前記
工事終了導管部分をエアパージする不断流式無噴
出遮断工法に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention connects conduit sections on the upstream and downstream sides of a construction site in a gas transport conduit for medium-pressure gas or the like using a bypass pipe, and A conduit portion downstream of the upstream communication portion of the bypass pipe with respect to the conduit and a conduit portion upstream of the downstream communication portion are respectively inserted into the conduit using a no-blow device and a tool, and are inflated. The upstream and downstream bags are used to shut off the gas, and then conduit work is carried out at the construction site, and after the conduit work is completed, the transport gas in the conduit upstream of the upstream bag is transferred to the conduit section between the two bags where the work has been completed. The present invention relates to an uninterrupted flow type non-blowout shutoff construction method for air purging the conduit section where the construction is completed by introducing the present invention into a construction method.
従来、例えば特公昭56−8234号公報に開示の如
く、バイパス管の上流側接続箇所よりも下流側及
び下流側接続箇所の上流側において、バツグに対
する挿入ガイド管を導管に接続し、それら挿入ガ
イド管により上流側及び下流側バツグを導管内に
挿入していた。
Conventionally, as disclosed in Japanese Patent Publication No. 56-8234, for example, an insertion guide tube for a bag is connected to a conduit downstream of the upstream connection point of the bypass tube and upstream of the downstream connection point, and these insertion guides are connected to the conduit. A tube inserted the upstream and downstream bags into the conduit.
また、エアパージを実行するに、バイパス管
に、連絡管によつて上流側バツグの挿入管を接続
し、バイパス管からの輸送気体を連絡管と挿入ガ
イド管により上流側バツグよりも下流側導管に送
入し、他方、下流側バツグの挿入ガイド管を利用
して、下流側バツグの上流側の空気を輸送気体送
入に伴つて外部放出していた。 In addition, to perform air purge, connect the insertion pipe of the upstream bag to the bypass pipe through a communication pipe, and transport gas from the bypass pipe to the downstream conduit from the upstream bag through the communication pipe and the insertion guide pipe. On the other hand, the air on the upstream side of the downstream bag was discharged to the outside as the transport gas was introduced, using the insertion guide pipe of the downstream bag.
しかし、バイパス管を導管に接続するばかりで
なく、2本の挿入ガイド管を導管に接続しなけれ
ばならず、4箇所での無噴出機器、工具による導
管の穿孔と管接続のために多くの労力と時間を要
し、また、バイパス管と挿入ガイド管を連絡管で
接続する作業にも多くの労力と時間を要し、さら
に、バイパス管、2本の挿入ガイド管、連絡管の
撤去作業にも多くの労力と時間を要し、全体とし
て多大の労力を工事時間が必要となる欠点があつ
た。
However, in addition to connecting the bypass tube to the conduit, it is necessary to connect two insertion guide tubes to the conduit, and it requires a lot of effort due to the need to use blowless equipment at four locations, drilling the conduit with tools, and connecting the conduit. It takes a lot of effort and time, and it also takes a lot of effort and time to connect the bypass tube and the insertion guide tube with a connecting tube, and it also takes a lot of effort and time to remove the bypass tube, the two insertion guide tubes, and the connecting tube. However, it also required a lot of labor and time, and had the drawback that it required a lot of labor and construction time as a whole.
本発明の目的は、2本の挿入ガイド管と連絡管
を省略した状態で所定の工事を実行できるように
し、大幅な省力化及び工事時間短縮を図る点にあ
る。 An object of the present invention is to enable a predetermined construction work to be carried out without using two insertion guide pipes and a connecting pipe, thereby significantly saving labor and shortening the construction time.
本発明の特徴手段は、
上流側バツグをバイパス管の上流側基端管部分
から導管内に挿入すると共に、下流側バツグをバ
イパス管の下流側基端管部分から導管内に挿入
し、
工事終了導管部分のエアパージを実行するに、
予め、上流側バツグにホースを貫通状態で設
け、上流側基端管部分に付設したバルブ付の連絡
流路の一端にホースの一端を接続し、ホースの他
端を上流側バツグの下流側で開口させ、上流側基
端管部分を上流側バツグの上流側及び連絡流路の
他端に連通させておき、
連絡流路のバルブを開いて、上流側バツグの上
流側から下流側にエアパージ用輸送気体を上流側
基端管部分、連絡流路、ホースにより送入し、
他方、予め、前記下流側バツグにホースを貫通
状態で設け、前記下流側基端管部分に付設したバ
ルブ付の放散流路に前記ホースの一端を接続し、
前記ホースの他端を前記下流側バツグの上流側で
開口させておき、
前記放散流路のバルブを開いて、前記上流側バ
ツグの下流側へのエアパージ用輸送気体送入に伴
つて前記下流側バツグの上流側の空気を前記ホー
ス及び放散流路により外部放出することにあり、
その作用効果は次の通りである。
The characteristic means of the present invention is to insert the upstream bag into the conduit from the upstream proximal end of the bypass pipe, and insert the downstream bag into the conduit from the downstream proximal end of the bypass pipe, and complete the construction. To perform air purge of the conduit section, first install a hose through the upstream bag, connect one end of the hose to one end of the communication channel with a valve attached to the upstream base end tube section, and then Open the end on the downstream side of the upstream bag, let the upstream proximal tube portion communicate with the upstream side of the upstream bag and the other end of the communication channel, open the valve of the communication channel, and open the upstream bag. A transport gas for air purge is delivered from the upstream side to the downstream side of the bag through the upstream side proximal end pipe portion, the connecting channel, and the hose. Connecting one end of the hose to a dispersion channel with a valve attached to the pipe portion,
The other end of the hose is opened on the upstream side of the downstream bag, and the valve of the diffusion flow path is opened to supply air purge transport gas to the downstream side of the upstream bag. The air on the upstream side of the bag is discharged to the outside through the hose and the diffusion flow path,
Its effects are as follows.
つまり、第1図に例示するように、気体輸送導
管1における工事箇所2の上流側および下流側の
導管部分どうしをバイパス管5で連絡し、上流側
バツグ3をバイパス管5の上流側基端管部分5a
から気体輸送導管1内に挿入して、上流側バツグ
3を上流側基端管部分5aよりも下流側に位置さ
せ、気体輸送導管1を上流側バツグ3で遮断し、
また、下流側バツグ4をバイパス管5の下流側基
端管部分5bから気体輸送導管1内に挿入して、
下流側バツグ4を下流側基端管部分5bよりも上
流側に位置させ、気体輸送導管1を下流側バツグ
4で遮断し、その状態で工事箇所2の導管工事を
行なつた後、工事終了導管部分1Aのエアパージ
を次のように実行する。
That is, as illustrated in FIG. Pipe part 5a
into the gas transport conduit 1, the upstream bag 3 is positioned downstream of the upstream proximal tube portion 5a, and the gas transport conduit 1 is blocked by the upstream bag 3,
In addition, the downstream bag 4 is inserted into the gas transport conduit 1 from the downstream proximal tube portion 5b of the bypass tube 5,
The downstream bag 4 is located upstream of the downstream proximal tube portion 5b, the gas transport conduit 1 is blocked by the downstream bag 4, and the conduit work at the construction site 2 is carried out in this state, and then the construction is completed. Air purging of conduit section 1A is carried out as follows.
(イ) 上流側バツグ3を貫通するホース18を、上
流側基端管部分5aに連通させた連絡流路14
に接続すると共に、上流側バツグ3より上流側
で気体輸送導管1に連通させ、かつ、上流側基
端管部分5aを上流側バツグ3より上流側で気
体輸送導管1に接続しておいて、バルブ15
a,16aを開いて、上流側バツグ3の上流側
からの輸送気体を、上流側基端部分5a→連絡
流路14→ホース18の順に流動させて工事終
了導管部分1Aにエアパージのために送入す
る。(a) A communication channel 14 in which the hose 18 passing through the upstream bag 3 is communicated with the upstream proximal tube portion 5a.
and communicates with the gas transport conduit 1 on the upstream side of the upstream bag 3, and connects the upstream proximal end tube portion 5a to the gas transport conduit 1 on the upstream side of the upstream bag 3, valve 15
a, 16a is opened, and the transport gas from the upstream side of the upstream bag 3 is made to flow in the order of the upstream proximal end portion 5a → the communication channel 14 → the hose 18, and is sent to the construction completion conduit portion 1A for air purging. Enter.
他方、
(ロ) 下流側バツグ4を貫通するホース19を、下
流側基端管部分5bに連通させた放散流路21
に接続すると共に、下流側バツグ4より上流側
で気体輸送導管1に連通させておいて、バルブ
15bを開いて、エアパージ用輸送気体送入に
伴つて下流側バツグ4の上流側の空気をホース
19から放散流路21に送つて外部放出する。On the other hand, (b) a dispersion channel 21 in which the hose 19 passing through the downstream bag 4 is communicated with the downstream proximal tube portion 5b;
At the same time, the downstream bag 4 is connected to the gas transport conduit 1 on the upstream side, and the valve 15b is opened, and the air on the upstream side of the downstream bag 4 is transferred to the hose as the transport gas for air purge is introduced. 19 to a diffusion channel 21 and discharged to the outside.
要するに、上流側及び下流側バツグをバイパス
管を利用して導管内に挿入するから、前述の従来
技術で必要としていた2本のバツグに対する挿入
ガイド管を省略でき、それに伴つて2箇所での管
接続作業、導管穿孔作業、管撤去作業を無くすこ
とができる。 In short, since the upstream and downstream bags are inserted into the conduit using bypass pipes, the insertion guide pipes for the two bags required in the prior art described above can be omitted, and along with this, the pipes at two locations can be omitted. Connection work, pipe drilling work, and pipe removal work can be eliminated.
また、予め準備されたホース、バルブ付の連絡
流路、バイパス管の上流側基端管部分を利用し
て、単にバルブを開くだけの簡単な操作でもつ
て、前述の従来技術で必要としたエアパージ用連
絡管を省略して、エアパージのための輸送気体を
上流側バツグの上流側下流側に送入でき、このこ
とによつても管接続作業、管撤去作業の一部を無
くすことができる。 In addition, by using a pre-prepared hose, a connecting flow path with a valve, and the upstream proximal end of the bypass pipe, the air purge that was required in the conventional technology described above can be achieved with the simple operation of simply opening the valve. By omitting the communication pipe, the transport gas for air purge can be sent to the upstream side and the downstream side of the upstream side bag, and this also makes it possible to eliminate some of the pipe connection work and pipe removal work.
その結果、2個のバツグによる導管の遮断、及
び、輸送気体によるエアパージを労力少なくかつ
短時間で実行できる、省力面及び工期短縮面で一
段と優れた気体輸送導管の不断流式無噴出遮断工
法を確立できた。
As a result, we developed an uninterrupted, no-blowout method for shutting off gas transport pipes, which is even better in terms of labor savings and shortening the construction period, by making it possible to shut off the pipes using two bags and to perform air purging using the transport gas in a short time and with less effort. I was able to establish it.
次に、第1図により実施例を示す。 Next, an example will be shown with reference to FIG.
気体輸送導管1における工事箇所2の上流側お
よび下流側の導管部分どうしをバイパス管5を用
いて連絡し、かつ、導管1に対するバイパス管5
の上流側連絡部より下流側の導管部分、および、
下流側連絡部より上流側の導管部分を夫々、無噴
出機器、工具を使用して導管1内に挿入され、か
つ、膨張される耐圧バツグ3,4を用いて遮断す
る。 The upstream and downstream conduit sections of the construction site 2 in the gas transport conduit 1 are connected using a bypass pipe 5, and the bypass pipe 5 for the conduit 1 is connected to each other.
A conduit portion downstream from the upstream connecting part of the
The sections of the conduit upstream from the downstream communication section are each shut off using pressure bags 3 and 4 which are inserted into the conduit 1 using non-splashing equipment and tools and are inflated.
尚、図示状態までの作業手順は次の通りであ
る。 The work procedure up to the illustrated state is as follows.
工事箇所2の上流側と下流側において導管1
に無噴出工具本体6a,6bをセツトし、それ
ら本体6a,6b夫々に無噴出穿孔機(図示せ
ず)をセツトし、本体6a,6b夫々に付属の
シヤツター7a,7b〔ゲートバルブ、スルー
スバルブ等も含む〕を開けて、穿孔機のホール
ソーを下降し回転させて導管1に穿孔し、ホー
ルソーを引上げ、シヤツター7a,7bを閉じ
たのち穿孔機を本体6a,6bから取外す。 Conduit 1 on the upstream and downstream sides of construction site 2
Set the non-jet tool bodies 6a and 6b on the main bodies 6a and 6b, set the non-jet drilling machine (not shown) on the bodies 6a and 6b, and release the attached shutters 7a and 7b [gate valve, sluice valve] on the main bodies 6a and 6b, respectively. etc.], the hole saw of the drilling machine is lowered and rotated to drill a hole in the conduit 1, the hole saw is pulled up, shutters 7a and 7b are closed, and the drilling machine is removed from the main bodies 6a and 6b.
本体6aと本体6bとにバイパス管5を接続
し、バイパス管5の上流側基端管部分5aに上
流側バツグ3を収縮状態で収納し、バイパス管
5の下流側基端管部分5bに下流側バツグ4を
収縮状態で収納する。 A bypass pipe 5 is connected to the main bodies 6a and 6b, and the upstream bag 3 is stored in a contracted state in the upstream proximal end pipe portion 5a of the bypass pipe 5, and the downstream bag 3 is stored in the downstream proximal end pipe portion 5b of the bypass pipe 5. The side bag 4 is stored in a contracted state.
シヤツター7a,7bを開け、バイパス管に
介装のバルブ8,8′を選択操作して、放散孔
9,9′よりバイパス管5内のエアをパージし、
輸送ガス置換完了後両バルブ8,8′を開けて、
バイパス管5によりガスを輸送のできるように
する。 Open the shutters 7a and 7b, selectively operate the valves 8 and 8' installed in the bypass pipe, and purge the air in the bypass pipe 5 through the diffusion holes 9 and 9'.
After completing the transportation gas replacement, open both valves 8 and 8'.
Bypass pipe 5 allows gas to be transported.
上流側基端管部分5aから導管1内に上流側
バツグ3を挿入し、下流側基端管部分5bから
導管1内に下流側バツグ4を挿入し、バルブ1
0a,10bを開け、ホース12b,12cで
図外の圧力源からの流体(通常は空気)をバツ
グ3,4内に圧送し、バツグ3,4を膨張させ
て導管1内の流れを遮断し、バルブ10a,1
0bを閉止する。 The upstream bag 3 is inserted into the conduit 1 from the upstream proximal tube section 5a, the downstream bag 4 is inserted into the conduit 1 from the downstream proximal tube section 5b, and the valve 1 is inserted.
0a and 10b are opened, fluid (usually air) from an unillustrated pressure source is forced into the bags 3 and 4 using the hoses 12b and 12c, and the bags 3 and 4 are expanded to block the flow inside the conduit 1. , valve 10a,1
Close 0b.
この時、上流側ガイド12aによりバツグ3
を上流側基端管部分5aよりも下流側に、下流
側ガイド12bによりバツグ4を下流側基端管
部分5bよりも上流側に夫々案内する。 At this time, the bag 3 is moved by the upstream guide 12a.
The bag 4 is guided by the downstream guide 12b to the downstream side of the upstream proximal tube portion 5a, and the bag 4 is guided to the upstream side of the downstream proximal tube portion 5b.
その後、バイパス管5の圧力計13によりバ
イパス管5内の圧力を測定して、ガス輸送が行
われていることを確認し、又、バルブ16aを
閉じると共にバルブ15aを開いた状態で、工
事箇所2の管内圧力変化を圧力計22で測定
し、バツグ3の締切り性能をチエツクする。 Thereafter, the pressure inside the bypass pipe 5 is measured using the pressure gauge 13 of the bypass pipe 5 to confirm that gas transport is being carried out, and while the valve 16a is closed and the valve 15a is opened, the pressure inside the bypass pipe 5 is measured. The pressure change in the pipe No. 2 is measured with the pressure gauge 22, and the shutoff performance of Bag No. 3 is checked.
尚、安全のために、補助用耐圧バツグを導管
1内に挿入、膨張させてもよく、この場合、補
助用耐圧バツグは上流側バツグ3の下流側近傍
および下流側バツグ4の上流側近傍で用いる。 For safety, an auxiliary pressure bag may be inserted into the conduit 1 and inflated. In this case, the auxiliary pressure bag is inserted near the downstream side of the upstream bag 3 and near the upstream side of the downstream bag 4. use
上述の状態で工事箇所の導管工事を行い、導管
工事終了後、工事終了導管部分1Aのエアパージ
を行うのであるが、次にエアパージについて説明
する。 Conduit work is carried out at the construction site in the above-mentioned state, and after the conduit work is completed, air purge is performed on the completed conduit section 1A.Next, the air purge will be explained.
(イ) エアパージのために、予め、上流側バツグ3
にホース18を貫通状態で設け、上流側基端管
部分5aに付設したバルブ15a,16a付の
連絡流路14の一端にホース18の一端を接続
し、ホース18の他端を上流側バツグ3の下流
側で開口させ、上流側基端管部分5aを上流側
バツグ3の上流側及び連絡流路14の他端に連
通させておき、さらに下流側バツグ4にホース
19を貫通状態で設け、下流側基端管部分5b
に付設したバルブ15b付の放散流路21にホ
ース19の一端を接続し、ホース19の他端を
下流側バツグ4の上流側に開口させておく。(b) For air purge, install upstream bag 3 in advance.
One end of the hose 18 is connected to one end of a communication channel 14 with valves 15a and 16a attached to the upstream proximal tube portion 5a, and the other end of the hose 18 is connected to the upstream side bag 3. is opened on the downstream side, and the upstream proximal end tube portion 5a is communicated with the upstream side of the upstream side bag 3 and the other end of the communication channel 14, and furthermore, a hose 19 is provided in the downstream side bag 4 in a penetrating state, Downstream proximal tube portion 5b
One end of the hose 19 is connected to a dispersion flow path 21 with a valve 15b attached thereto, and the other end of the hose 19 is opened on the upstream side of the downstream bag 4.
(ロ) 連絡流路14のバルブ15a,16a及び放
散流路21のバルブ15bを開き、上流側バツ
グ3の上流側から下流側に輸送気体を上流側基
端管部分5a、連絡流路14、ホース18によ
り送入し、その輸送気体送入に伴つて、下流側
バツグ4の上流側の空気をホース19と放散流
路21により外部放出する。(b) Open the valves 15a and 16a of the communication channel 14 and the valve 15b of the diffusion channel 21, and transport gas from the upstream side of the upstream side bag 3 to the downstream side of the upstream side proximal tube portion 5a, the communication channel 14, The air on the upstream side of the downstream bag 4 is discharged to the outside through the hose 19 and the diffusion channel 21 as the transport gas is introduced.
この際、バルブ15a,16a,15bの開
度調整により、導入ガス圧を、確実でしかも迅
速なエアパージにとつて最適な値に圧力計22
を利用して調節する。 At this time, by adjusting the opening degrees of the valves 15a, 16a, and 15b, the introduced gas pressure can be adjusted to the pressure gauge 22 to the optimum value for reliable and quick air purge.
Adjust using.
エアパージが終了すれば、バルブ10a,1
0bを開けてバツグ3,4を収縮させ、バツグ
3,4を引き上げて上流側及び下流側基端管部
分5a,5b内に収納する。 Once the air purge is complete, the valves 10a, 1
0b is opened to deflate the bags 3 and 4, and the bags 3 and 4 are pulled up and stored in the upstream and downstream proximal tube portions 5a and 5b.
シヤツター7a,7bを閉じて導管1の穿孔
部を遮断し、バイパス管5を本体6a,6bか
ら取外す。最後に無噴出プラグ装着機(図示せ
ず)を本体6a,6bにセツトし、シヤツター
7a,7bを開け、穿孔部に閉止プラグをセツ
トし、再びシヤツター7a,7dを閉じる。 The shutters 7a and 7b are closed to block the perforation of the conduit 1, and the bypass pipe 5 is removed from the main bodies 6a and 6b. Finally, a non-jet plug mounting machine (not shown) is set in the main bodies 6a, 6b, the shutters 7a, 7b are opened, a closing plug is set in the perforation, and the shutters 7a, 7d are closed again.
尚、本体6a,6bは、取外してもよいが、
安全上残置する場合もある。 Note that the main bodies 6a and 6b may be removed, but
It may be left in place for safety reasons.
次に別実施例を説明する。 Next, another embodiment will be described.
前述の実施例において、手順を適当に前後逆に
したり、複数の手順を同時的に実行してもよい。 In the embodiments described above, the procedures may be reversed or multiple procedures may be performed simultaneously.
前述した補助用耐圧バツグを用いる場合、ホー
ス18,19を、上流側バツグ3及び下流側バツ
グ4と補助用耐圧バツグとの間の気密度テストに
利用できる。万一、越しガスがあるときは、ホー
ス18,19、放散流路21,23で越しガスを
外部放出する。 When using the auxiliary pressure-resistant bag described above, the hoses 18 and 19 can be used for a tightness test between the upstream bag 3 and the downstream bag 4 and the auxiliary pressure-resistant bag. In the event that there is overflow gas, the overflow gas is discharged to the outside through hoses 18, 19 and diffusion channels 21, 23.
ホース18に接続したエアパージ用の連絡流路
14を、第2図のように基端管部分5aに直接に
接続してもよい。 The air purge communication channel 14 connected to the hose 18 may be directly connected to the proximal tube portion 5a as shown in FIG.
バイパス管5は、バルブ8,8′の間に接続容
易化のための可撓部があるものでも、全体が高強
度耐圧ゴムホースからなるものでも、蛇腹継手を
途中に有するものでもよい。 The bypass pipe 5 may have a flexible portion between the valves 8 and 8' to facilitate connection, may be made entirely of a high-strength pressure-resistant rubber hose, or may have a bellows joint in the middle.
第1図は本発明の実施例を示す一部切欠側面
図、第2図は本発明の別実施例を示す一部切欠側
面図である。
1……導管、1A……工事終了導管部分、2…
…工事箇所、3……上流側バツグ、4……下流側
バツグ、5……バイパス管、5a……上流側基端
管部分、5b……下流側基端管部分、14……連
絡流路、15a,16b……バルブ、15b……
バルブ、18,19……ホース、21……放散流
路。
FIG. 1 is a partially cutaway side view showing an embodiment of the invention, and FIG. 2 is a partially cutaway side view showing another embodiment of the invention. 1... Conduit, 1A... Construction completed conduit section, 2...
...Construction area, 3...Upstream bag, 4...Downstream bag, 5...Bypass pipe, 5a...Upstream proximal pipe portion, 5b...Downstream proximal pipe portion, 14...Connecting channel , 15a, 16b... valve, 15b...
Valve, 18, 19...hose, 21...dispersion channel.
Claims (1)
および下流側の導管部分どうしをバイパス管5を
用いて連絡し、かつ、前記導管1に対するバイパ
ス管5の上流側連絡部より下流側の導管部分およ
び下流側連絡部より上流側の導管部分を夫々、無
噴出機器、工具を使用して導管1内に挿入され、
かつ、膨張される上流側及び下流側バツグ3,4
を用いて遮断し、その後、前記工事箇所2の導管
工事を行ない、導管工事終了後、前記上流側バツ
グ3よりも上流側導管内の輸送気体を前記両バツ
グ3,4間の工事終了導管部分1Aに導入するこ
とにより、前記工事終了導管部分1Aのエアパー
ジを行なう不断流式無噴出遮断工法であつて、 前記上流側バツグ3を前記バイパス管5の上流
側基端管部分5aから前記導管1内に挿入すると
共に、前記下流側バツグ4を前記バイパス管5の
下流側基端管部分5bから前記導管1内に挿入
し、 前記工事終了導管部分1Aのエアパージを実行
するに、 予め、前記上流側バツグ3にホース18を貫通
状態で設け、前記上流側基端管部分5aに付設し
たバルブ15a,16a付の連絡流路14の一端
に前記ホース18の一端を接続し、前記ホース1
8の他端を前記上流側バツグ3の下流側で開口さ
せ、前記上流側基端管部分5aを前記上流側バツ
グ3の上流側及び前記連絡流路14の他端に連通
させておき、 前記連絡流路14のバルブ15a,16aを開
いて、前記上流側バツグ3の上流側から下流側に
エアパージ用輸送気体を前記上流側基端管部分5
a、連絡流路14、ホース18により送入し、 他方、予め、前記下流側バツグ4にホース19
を貫通状態で設け、前記下流側基端管部分5bに
付設したバルブ15b付の放散流路21に前記ホ
ース19の一端を接続し、前記ホース19の他端
を前記下流側バツグ4の上流側で開口させてお
き、 前記放散流路21のバルブ15bを開いて、前
記上流側バツグ3の下流側へのエアパージ用輸送
気体送入に伴つて前記下流側バツグ4の上流側の
空気を前記ホース19及び放散流路21により外
部放出する不断流式無噴出遮断工法。[Scope of Claims] 1. Conduit sections on the upstream side and downstream side of the construction site 2 in the gas transport conduit 1 are connected to each other using a bypass pipe 5, and from the upstream side communication part of the bypass pipe 5 with respect to the conduit 1 The downstream conduit portion and the conduit portion upstream from the downstream communication portion are each inserted into the conduit 1 using non-jet equipment and tools,
and the upstream and downstream bags 3 and 4 to be inflated.
After that, the conduit work is carried out at the construction point 2, and after the conduit work is completed, the transport gas in the conduit upstream of the upstream bag 3 is transferred to the part of the conduit between the two bags 3 and 4 where the work has been completed. 1A, the air purge of the conduit section 1A for which the work has been completed is carried out. At the same time, the downstream side bag 4 is inserted into the conduit 1 from the downstream proximal tube section 5b of the bypass tube 5, and the air purge of the construction completed conduit section 1A is carried out in advance. A hose 18 is provided in a penetrating state in the side bag 3, and one end of the hose 18 is connected to one end of a communication channel 14 with valves 15a and 16a attached to the upstream proximal tube portion 5a.
8 is opened on the downstream side of the upstream bag 3, and the upstream proximal tube portion 5a is communicated with the upstream side of the upstream bag 3 and the other end of the communication channel 14, The valves 15a and 16a of the communication channel 14 are opened to supply the air purge transport gas from the upstream side of the upstream bag 3 to the downstream side of the upstream proximal tube portion 5.
a, the connecting flow path 14 and the hose 18;
is provided in a penetrating state, one end of the hose 19 is connected to a dispersion channel 21 with a valve 15b attached to the downstream proximal tube portion 5b, and the other end of the hose 19 is connected to the upstream side of the downstream bag 4. The valve 15b of the diffusion flow path 21 is opened, and the air on the upstream side of the downstream bag 4 is transferred to the hose as the transport gas for air purge is fed to the downstream side of the upstream bag 3. 19 and a dispersion channel 21 to discharge the water to the outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12270181A JPS5824693A (en) | 1981-08-04 | 1981-08-04 | Method of construction of continual flow type non-ejection interruption |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12270181A JPS5824693A (en) | 1981-08-04 | 1981-08-04 | Method of construction of continual flow type non-ejection interruption |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5824693A JPS5824693A (en) | 1983-02-14 |
| JPH0143199B2 true JPH0143199B2 (en) | 1989-09-19 |
Family
ID=14842467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12270181A Granted JPS5824693A (en) | 1981-08-04 | 1981-08-04 | Method of construction of continual flow type non-ejection interruption |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5824693A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63297895A (en) * | 1987-05-29 | 1988-12-05 | 大阪瓦斯株式会社 | Bypass device for construction of existing piping for city gas |
| JPS63297894A (en) * | 1987-05-29 | 1988-12-05 | 大阪瓦斯株式会社 | Construction method of existing piping for city gas |
-
1981
- 1981-08-04 JP JP12270181A patent/JPS5824693A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5824693A (en) | 1983-02-14 |
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