JP2006125552A - Conduit and laying method for conduit - Google Patents

Conduit and laying method for conduit Download PDF

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JP2006125552A
JP2006125552A JP2004316100A JP2004316100A JP2006125552A JP 2006125552 A JP2006125552 A JP 2006125552A JP 2004316100 A JP2004316100 A JP 2004316100A JP 2004316100 A JP2004316100 A JP 2004316100A JP 2006125552 A JP2006125552 A JP 2006125552A
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conduit
pipe
existing
ground
pressure
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JP4584675B2 (en
Inventor
Shoichi Iida
昌一 飯田
Yuji Kaneko
裕士 金子
Satoru Hiruma
悟 比留間
Takeshi Tsuda
猛 津田
Manabu Okada
学 岡田
Takenari Suneya
剛成 強矢
Masahito Yamaguchi
雅仁 山口
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HATANO GAS KK
OOTAKI GAS KK
OTAKI GAS KK
Kanpai Co Ltd
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HATANO GAS KK
OOTAKI GAS KK
OTAKI GAS KK
Kanpai Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a conduit capable of supplying different types of fluids at positions close to each other, enabling the layout thereof at low cost, and desirable from the view point of maintaining ground environment and a laying method for the conduit. <P>SOLUTION: This gas conduit 1 is laid out by burying existing low-pressure pipes PGLa and PGLb and existing medium-pressure pipes PGHa and PGHb within a prescribed length on a same route. Namely, the gas conduit 1 comprises a low-pressure pipe 2 and a medium pressure pipe 3 which is formed in a double pipe part 4. The low-pressure pipe 2 is connected, at its both ends, to the existing low-pressure pipes PGLa and PGLb through branch pipes 5A and 5B, and the medium pipe 3 is connected, at its both ends, to the existing medium pressure pipes PGHa and PHGb through the branch pipes 5A and 5B. Thus, by laying out the low-pressure pipe 2 and the medium-pressure pipe 2 on the same route under the ground, both the low-pressure gas and the medium-pressure gas can be supplied simultaneously and construction cost can be decreased and the ground environment can be maintained. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、種類の異なる流体を輸送する導管とその敷設工法に関する。   The present invention relates to a conduit for transporting different types of fluid and a method for laying the conduit.

地域のガス製造工場で製造されるガスは、高圧ラインを通じて高圧で圧送され、地区のガバナ(減圧装置)により減圧されてから、中圧ラインを通じて中圧で圧送される。この中圧ガスは、工業用需要家やビル冷暖房・地域冷暖房需要家などの大口需要家に供給される。また、中圧ガスは、地区のガバナによってさらに減圧されて、低圧ラインを通じて低圧で圧送される。この低圧ガスは、業務用需要家や家庭需要家などの小口需要家に供給される。   Gas produced at a local gas production plant is pumped at a high pressure through a high-pressure line, depressurized by a local governor (depressurizer), and then pumped at a medium pressure through a medium-pressure line. This medium-pressure gas is supplied to large consumers such as industrial customers and building / district heating / cooling customers. The medium pressure gas is further depressurized by the district governor and is pumped at low pressure through the low pressure line. This low-pressure gas is supplied to small-sized customers such as commercial customers and household customers.

ところで、従来から種類の異なるガス導管は、それらの経路が近い場合でも、それぞれ別々に地盤に敷設される。例えば中圧ガスや低圧ガスの新規需要の発生や需要増等によって、中圧導管(中圧ライン)や低圧導管(低圧ライン)を新たに敷設する場合には、それらの敷設経路が近くても、別々に地盤に敷設するのが通常である。しかしながら、敷設が必要であってもそのたびに敷設経路にわたって地盤を掘削するのは、施工労力や施工時間が掛かってコスト高となり合理的でなく、地盤環境を保全する観点からも好ましくはない。そして、これらの課題は、種類が異なるガス導管だけでなく、むしろガス以外の流体を輸送するために地盤に埋設される導管についても改善されるのが、より一層望ましいことである。   By the way, conventionally, different types of gas conduits are separately laid on the ground even when their paths are close. For example, when a new medium pressure conduit (medium pressure line) or low pressure conduit (low pressure line) is laid due to the generation of new demand for medium pressure gas or low pressure gas or an increase in demand, etc. Usually, it is laid separately on the ground. However, even if laying is required, excavating the ground over the laying path every time is not reasonable because it takes construction labor and time and is costly and is not preferable from the viewpoint of maintaining the ground environment. It is even more desirable that these problems be improved not only for different types of gas conduits but also for conduits embedded in the ground for transporting non-gas fluids.

以上のような従来技術を背景になされたのが本発明である。その目的は、相互に近い位置で種類の異なる流体を供給する導管を低コストで敷設することができ、地盤環境を保全する観点からも望ましい導管及び導管の敷設工法を提供することにある。   The present invention has been made against the background of the prior art as described above. An object of the present invention is to provide a conduit and conduit laying method that can be installed at a low cost with conduits supplying different types of fluids at positions close to each other, and is desirable from the viewpoint of maintaining the ground environment.

そこでこの目的を達成すべく本発明は、次の導管として構成される。   In order to achieve this object, the present invention is configured as the following conduit.

すなわち、請求項1記載の発明は、地盤の別々の場所に敷設されて種類が異なる流体を圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一経路で地盤に敷設する導管であって、両端が第1既設導管に連通する外側導管と、両端が第2既設導管に連通するとともに外側導管の管内に流体圧送用の管内空間を形成するように外側導管に挿通される小径の内側導管と、を備えるものとして構成される。   That is, according to the first aspect of the present invention, the first existing conduit and the second existing conduit that are laid at different locations on the ground and pump different types of fluid are laid on the ground in the same route for a predetermined length range. An outer conduit having both ends communicating with the first existing conduit and both ends communicating with the second existing conduit and being inserted into the outer conduit so as to form an in-pipe space for fluid pumping in the outer conduit. And a small-diameter inner conduit.

また、請求項2記載の発明は、地盤の別々の場所に敷設されており相対的に異なる圧力でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管であって、両端が第1既設導管に連通してガスを圧送する外側導管と、両端が第2既設導管に連通するとともに外側導管の管内にガス圧送用の管内空間を形成するように外側導管に挿通されて、外側導管よりも相対的に高圧でガスを圧送する内側導管と、を備えるものとして構成される。   In the invention according to claim 2, the first existing conduit and the second existing conduit that are laid at different locations on the ground and pump gas at a relatively different pressure are the same in a predetermined length range. A pipe laid on the ground by a path, both ends of which are in communication with the first existing pipe and gas is pumped, and both ends of the pipe are in communication with the second existing pipe and in the pipe of the outer pipe for gas pumping And an inner conduit that is inserted through the outer conduit to pump gas at a relatively higher pressure than the outer conduit.

請求項1及び請求項2記載の発明によれば、前記外側導管と前記内側導管とを備えるため、第1既設導管と第2既設導管によって供給される種類の異なる流体を、所定の長さ範囲について地盤中の同一経路で、同時供給することができる。そして、地盤への敷設が必要とされるのは実質的に外側導管だけであり、内側導管については外側導管に挿通するだけでよいので、施工の労力と時間の削減によりコスト低減が可能であり、地盤中の占有スペースが小さく地盤環境も保全することができる。   According to the first and second aspects of the present invention, since the outer conduit and the inner conduit are provided, different types of fluids supplied by the first existing conduit and the second existing conduit are allowed to have a predetermined length range. Can be supplied simultaneously on the same route in the ground. And it is only the outer conduit that needs to be laid on the ground, and it is only necessary to insert the inner conduit through the outer conduit, so it is possible to reduce costs by reducing construction labor and time. The occupied space in the ground is small and the ground environment can be preserved.

そして、特に、請求項2記載の発明によれば、大気圧条件で使用する管材よりも耐圧性が若干低めの管材を内側導管として使用することができるので、更なるコスト低減が可能である。また、例えば中圧ガスの導管としてポリエチレン管を地盤に敷設する場合には、他工事の地盤掘削時に誤ってポリエチレン管を損傷しないように、その上に長手方向に沿って防護板を埋める等の防護措置を施すことが、安全対策として要請される。しかしながら、本発明によれば、そのような場合であっても、相対的に高圧のガスを圧送する内側導管が外側導管の管内にあるため、かかる防護措置を施さなくてもよくなる。このためコスト低減が可能であり地盤環境も保全できる。   In particular, according to the second aspect of the present invention, since the pipe material having a slightly lower pressure resistance than the pipe material used under atmospheric pressure conditions can be used as the inner conduit, the cost can be further reduced. For example, when a polyethylene pipe is laid on the ground as a medium pressure gas conduit, a protective plate is buried along the longitudinal direction on the polyethylene pipe so that it will not be accidentally damaged during ground excavation in other construction. Protective measures are required as a safety measure. However, according to the present invention, even in such a case, since the inner conduit for pumping relatively high-pressure gas is in the pipe of the outer conduit, it is not necessary to take such protective measures. For this reason, the cost can be reduced and the ground environment can be preserved.

請求項3記載の発明は、外側導管が、地盤に敷設されている第1既設導管を、前記所定の長さ範囲における一方側と他方側とについて切断したものである。   According to a third aspect of the present invention, the outer conduit is obtained by cutting the first existing conduit laid on the ground for one side and the other side in the predetermined length range.

請求項3記載の発明によれば、外側導管が、地盤に敷設されている第1既設導管を、前記所定の長さ範囲における一方側と他方側とについて切断したものであるため、新たに地盤に新管を敷設する必要がなく、第1既設導管を外側導管として有効利用することができ、この点でもコスト低減と地盤環境の保全を達成できる。   According to the invention described in claim 3, since the outer conduit is obtained by cutting the first existing conduit laid on the ground with respect to one side and the other side in the predetermined length range. Therefore, it is not necessary to lay a new pipe, and the first existing conduit can be effectively used as the outer conduit. In this respect, cost reduction and maintenance of the ground environment can be achieved.

請求項4記載の発明は、第1既設導管と外側導管とに接続する外管と、第2既設導管と内側導管とに接続されるとともに外管の管外へ突き抜けて伸長する内管と、を有する分岐管を備えるものである。   The invention according to claim 4 is an outer tube connected to the first existing conduit and the outer conduit, an inner tube connected to the second existing conduit and the inner conduit and extending through the outer tube. It has a branch pipe which has.

請求項4記載の発明によれば、種類の異なる流体を同一の経路で同時供給しつつ、その端部では分岐させて既設第1導管と既設第2導管に対して確実に接続することができる。   According to the fourth aspect of the present invention, different types of fluids can be simultaneously supplied through the same path, and at the end thereof, branched to be securely connected to the existing first conduit and the existing second conduit. .

請求項5記載の発明は、一端を内側導管に分岐接続し、他端を外側導管に分岐接続して、内側導管にて圧送する相対的に高圧のガスを外側導管に供給するバイパス管を備えるものである。   The invention according to claim 5 includes a bypass pipe having one end branched to the inner conduit and the other end branched to the outer conduit to supply a relatively high-pressure gas pumped by the inner conduit to the outer conduit. Is.

内側導管と外側導管の敷設長が長くなればなるほど、外側導管で圧送するガス圧が低下して輸送効率が低下するおそれがある。しかしながら、 請求項5記載の発明によれば、内側導管を流れる相対的に高圧のガスを、バイパス管によって外側導管に供給することで、外側導管のガス圧を昇圧できるため、敷設長を長くしても輸送効率の低下を防ぐことができる。この場合には、バイパス管の管内を遮断する機能、またはバイパス管内に流入した相対的に高圧のガスを整圧する機能の少なくとも何れかを有する圧力制御装置をバイパス管に接続したものとして構成することもできる。   The longer the laying length of the inner and outer conduits, the lower the gas pressure pumped by the outer conduit and the lower the transport efficiency. However, according to the fifth aspect of the present invention, the gas pressure in the outer conduit can be increased by supplying relatively high pressure gas flowing through the inner conduit to the outer conduit by the bypass tube, so that the laying length is increased. However, it is possible to prevent a decrease in transport efficiency. In this case, a pressure control device having at least one of the function of blocking the inside of the bypass pipe and the function of regulating the relatively high pressure gas flowing into the bypass pipe is configured to be connected to the bypass pipe. You can also.

請求項6記載の発明は、内側導管の管内を遮断する機能、または内側導管で圧送する相対的に高圧のガスを整圧する機能の少なくとも何れかを有する圧力制御装置を備えるものである。   The invention according to claim 6 includes a pressure control device having at least one of a function of blocking the inside of the inner conduit and a function of regulating a relatively high-pressure gas pumped by the inner conduit.

請求項6記載の発明によれば、例えば、内側導管からのガス漏れによって外側導管のガス圧が異常に昇圧する事態が生じても、圧力制御装置によって内側導管の管内を遮断することで供給を停止できるため、安全性を確保することができる。また、内側導管と外側導管との相対的な圧力差が所定の適正値に対して変動する事態が生じても、圧力制御装置によって内側導管の管内圧力を整圧(例えば減圧)することで、所定の適正値に制御することができる。   According to the sixth aspect of the present invention, for example, even when the gas pressure of the outer conduit is abnormally increased due to gas leakage from the inner conduit, the supply is performed by shutting off the inside of the inner conduit by the pressure control device. Since it can be stopped, safety can be ensured. In addition, even if a situation occurs in which the relative pressure difference between the inner conduit and the outer conduit fluctuates with respect to a predetermined appropriate value, the pressure control device regulates the pressure in the inner conduit (for example, reduced pressure), It can be controlled to a predetermined appropriate value.

以上の導管のほか、前記目的を達成すべく本発明は、以下のような導管の敷設工法として構成される。   In addition to the above-described conduits, the present invention is configured as a conduit laying method as described below in order to achieve the above object.

すなわち請求項7記載の発明は、地盤の別々の場所に敷設されて種類が異なる流体を圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、前記所定の長さ範囲に相応する外側導管と、外側導管に挿通する内側導管と、を地盤に敷設する工程と、外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程とを含む導管の敷設工法として構成される。   That is, according to the seventh aspect of the present invention, the first existing conduit and the second existing conduit that are laid at different locations on the ground and pump different types of fluid are laid on the ground in the same route for a predetermined length range. A conduit laying method comprising: an outer conduit corresponding to the predetermined length range; an inner conduit inserted through the outer conduit; a step of laying the ground; an outer tube and an inner tube; Connecting the outer tube to the first existing conduit and the outer conduit, and connecting the inner tube to the second existing conduit and the inner conduit using a branch pipe that extends through the outer pipe. It is configured as a laying method.

また、請求項8記載の発明は、地盤の別々の場所に敷設されており相対的に異なる圧力でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、前記所定の長さ範囲に相応する外側導管と、外側導管に挿通するとともに外側導管よりも相対的に高圧でガスを圧送する内側導管と、を地盤に敷設する工程と、外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程とを含む導管の敷設工法として構成される。   In the invention according to claim 8, the first existing conduit and the second existing conduit that are laid at different locations on the ground and pump gas at a relatively different pressure are the same in a predetermined length range. A conduit laying method for laying in the ground by a route, an outer conduit corresponding to the predetermined length range, an inner conduit that is inserted into the outer conduit and pumps gas at a relatively higher pressure than the outer conduit; The outer pipe is connected to the first existing pipe and the outer pipe using a branch pipe having a step of laying the ground on the ground, an outer pipe and an inner pipe, and the inner pipe extending through the outer pipe. The conduit laying method includes a step of connecting the inner pipe to the second existing conduit and the inner conduit.

請求項7及び請求項8記載の発明によれば、地盤への敷設が必要とされるのは実質的に外側導管だけであって、内側導管については外側導管に挿通するだけでよいので、施工の労力と時間の削減によりコスト低減が可能であり、地盤中の占有スペースが小さく地盤環境も保全することができる。そして、これによって、第1既設導管と第2既設導管によって供給される種類の異なる流体を、所定の長さ範囲について地盤中の同一経路で、外側導管と内側導管とによって同時供給することができる。   According to the seventh and eighth aspects of the invention, since it is substantially only the outer conduit that needs to be laid on the ground, the inner conduit only needs to be inserted into the outer conduit. The cost can be reduced by reducing labor and time, and the occupied space in the ground is small and the ground environment can be preserved. Thus, different types of fluid supplied by the first existing conduit and the second existing conduit can be simultaneously supplied by the outer conduit and the inner conduit in the same path in the ground for a predetermined length range. .

そして、特に、請求項8記載の発明によれば、大気圧条件で使用する管材よりも耐圧性が若干低めの管材を内側導管として使用することができるので、更なるコスト低減が可能である。また、例えば中圧ガスの導管としてポリエチレン管を地盤に敷設する場合には、他工事の地盤掘削時に誤ってポリエチレン管を損傷しないように、その上に長手方向に沿って防護板を埋める等の防護措置を施すことが、安全対策として要請される。しかしながら、本発明によれば、そのような場合であっても、相対的に高圧のガスを圧送する内側導管が外側導管の管内にあるため、かかる防護措置を施さなくてもよくなる。このためコスト低減が可能であり地盤環境も保全できる。   In particular, according to the invention described in claim 8, since the pipe material having a slightly lower pressure resistance than the pipe material used under atmospheric pressure conditions can be used as the inner conduit, further cost reduction is possible. For example, when a polyethylene pipe is laid on the ground as a medium pressure gas conduit, a protective plate is buried along the longitudinal direction on the polyethylene pipe so that it will not be accidentally damaged during ground excavation in other construction. Protective measures are required as a safety measure. However, according to the present invention, even in such a case, since the inner conduit for pumping relatively high-pressure gas is in the pipe of the outer conduit, it is not necessary to take such protective measures. For this reason, the cost can be reduced and the ground environment can be preserved.

以上のような作用・効果を奏する請求項7及び請求項8記載の発明は、より具体的には請求項9記載の発明として、すなわち外側導管を地盤に敷設した後に、内側導管を外側導管に挿通するものとして構成される。また、請求項10記載の発明として、すなわち外側導管に内側導管を挿通した状態で同時に地盤に敷設するものとして構成され、この発明であれば外側導管と内側導管を一度に効率良く敷設できる。   The inventions according to claims 7 and 8 that exhibit the above-described actions and effects are more specifically the invention according to claim 9, that is, after the outer conduit is laid on the ground, the inner conduit is changed to the outer conduit. Configured to be inserted. Further, the invention according to claim 10 is configured to be laid on the ground at the same time with the inner conduit inserted through the outer conduit, and according to the present invention, the outer conduit and the inner conduit can be laid efficiently at a time.

そして、請求項7〜請求項10記載の発明はさらに、前記所定の長さ範囲について開削して外側導管を地盤に敷設するものとして構成される。また、請求項11記載の発明として、すなわち地表面に設置した曲がり掘削可能な自在推進機により、前記所定の長さ範囲について非開削で外側導管を地盤に敷設するものとして構成される。この請求項11記載の発明によれば、地表面に設置した曲がり掘削可能な自在推進機を使うため、発進側に推進機を設置することができる大きな立坑を削孔したり復旧したりする工事が不要である。また、他の埋設管や地下構造物などの地盤状況に応じた曲がり掘削によって、任意の敷設経路で外側導管を地盤に敷設することができる。さらに、地盤を殆ど開削しないので、開削工法よりも工期短縮と工数削減による大幅なコスト低減が可能であり、地盤環境も保全することができる利点がある。   The inventions according to claims 7 to 10 are further configured to cut out the predetermined length range and lay the outer conduit on the ground. According to an eleventh aspect of the present invention, that is, the outer conduit is laid on the ground in a non-open cut for the predetermined length range by a bendable excavator installed on the ground surface. According to the eleventh aspect of the present invention, since a bendable excavator capable of bending excavation installed on the ground surface is used, a large shaft capable of installing a propulsion device on the start side is drilled or restored. Is unnecessary. Further, the outer conduit can be laid on the ground through an arbitrary laying route by bending excavation according to the ground conditions of other buried pipes and underground structures. Furthermore, since the ground is hardly excavated, it is possible to significantly reduce the cost by shortening the construction period and man-hours compared to the open-cut method, and there is an advantage that the ground environment can be preserved.

さらに、前記目的を達成する請求項12記載の発明は、地盤の別々の場所に敷設されており相対的に異なる圧力差でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、前記所定の長さ範囲における両側の地盤を各々開削して第1既設導管を露出させるとともに切断する工程と、一方の第1既設導管の開口端から、第1既設導管よりも相対的に高圧でガスを圧送する小径の内側導管を引き込む工程と、外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程と、を含む導管の敷設工法として構成される。   Furthermore, in the invention according to claim 12, which achieves the above object, the first existing conduit and the second existing conduit, which are laid at different locations on the ground and pump gas with a relatively different pressure difference, have a predetermined length. The range is a method of laying a conduit that is laid on the ground through the same route, and each of the grounds on both sides in the predetermined length range is opened to expose and cut the first existing conduit, A step of drawing a small-diameter inner conduit for pumping gas at a relatively higher pressure than the first existing conduit from the open end of the first existing conduit, an outer tube and an inner tube, and the inner tube is a tube of the outer tube Using a branch pipe that penetrates to the outside and extending the outer pipe, the outer pipe is connected to the first existing conduit and the outer conduit, and the inner pipe is connected to the second existing conduit and the inner conduit. Is done.

請求項12記載の発明によれば、前記所定の長さ範囲における両側で第1既設導管を切断し、内側導管をその内部に引き込んで挿通するため、内側導管を収容するための新たな外側導管を用意したり敷設したりする必要がなく、既設導管をそのまま有効利用して工期短縮、工数削減、部材削減による大幅なコスト低減が可能である。そして、これによって、第1既設導管と第2既設導管によって供給される種類の異なる流体を、所定の長さ範囲について地盤中の同一経路で、第1既設導管と内側導管とを通じて同時供給することができる。   According to the twelfth aspect of the present invention, a new outer conduit for accommodating the inner conduit is provided for cutting the first existing conduit on both sides of the predetermined length range and drawing and inserting the inner conduit into the inner conduit. There is no need to prepare or lay the pipe, and the existing conduit can be effectively used as it is, and the construction period can be shortened, the number of man-hours can be reduced, and the cost can be greatly reduced by reducing the number of members. Thus, different types of fluids supplied by the first existing conduit and the second existing conduit are simultaneously supplied through the first existing conduit and the inner conduit in the same path in the ground for a predetermined length range. Can do.

また、請求項12記載の発明によれば、大気圧条件で使用する管材よりも耐圧性が若干低めの管材を内側導管として使用することができるので、更なるコスト低減が可能である。また、例えば中圧ガスの導管としてポリエチレン管を地盤に敷設する場合には、他工事の地盤掘削時に誤ってポリエチレン管を損傷しないように、その上に長手方向に沿って防護板を埋める等の防護措置を施すことが、安全対策として要請される。しかしながら、本発明によれば、そのような場合であっても、相対的に高圧のガスを圧送する内側導管が外側導管の管内にあるため、かかる防護措置を施さなくてもよくなる。このためコスト低減が可能であり地盤環境も保全できる。   According to the twelfth aspect of the present invention, it is possible to use, as the inner conduit, a pipe material that has a slightly lower pressure resistance than the pipe material used under atmospheric pressure conditions, so that further cost reduction can be achieved. For example, when a polyethylene pipe is laid on the ground as a medium pressure gas conduit, a protective plate is buried along the longitudinal direction on the polyethylene pipe so that it will not be accidentally damaged during ground excavation in other construction. Protective measures are required as a safety measure. However, according to the present invention, even in such a case, since the inner conduit for pumping relatively high-pressure gas is in the pipe of the outer conduit, it is not necessary to take such protective measures. For this reason, the cost can be reduced and the ground environment can be preserved.

ところで、以上の本発明による導管及び導管の敷設工法における「種類の異なる流体」とは、気体と液体が該当することに加え、組成が異なる2種の気体や2種の液体、組成は同一であるが導管を通じる供給圧力が異なる2種の気体や2種の液体なども含む概念である。これらに該当する全てを列挙するのは不可能であるが、その一例としては製造ガスと天然ガス、ガスと水素、冒頭の背景技術で述べたガス供給パイプラインをなす低圧ラインで供給される低圧ガスと中圧ラインで供給される中圧ガス、同様に低圧ガスと中間圧ガス、中間圧ガスと中圧ガス、などを列挙することができる。   By the way, in the above-described conduits and conduit laying methods according to the present invention, “different types of fluids” correspond to gases and liquids, and two types of gases and two types of liquids having different compositions are the same in composition. It is a concept that includes two types of gases or two types of liquids that have different supply pressures through a conduit. It is impossible to enumerate all of these, but examples include production gas and natural gas, gas and hydrogen, and the low pressure supplied by the low-pressure line that forms the gas supply pipeline described in the background art at the beginning. The medium pressure gas supplied through the gas and the medium pressure line, the low pressure gas and the intermediate pressure gas, the intermediate pressure gas and the medium pressure gas, and the like can be listed.

また、以上の本発明における「第1既設導管」と「第2既設導管」は、本発明の導管を接続する時点で地盤に敷設されているものであればよい。したがって、本発明の導管を地盤に敷設した後に、地盤に新たに敷設される導管も、それらに含まれるものである。ただし、請求項3記載の発明と請求項12記載の発明については、本発明の導管を地盤に敷設する以前から、既に地盤に埋設され流体供給に使用されている既設導管を指すものである。   In addition, the “first existing conduit” and the “second existing conduit” in the present invention described above may be those that are laid on the ground when the conduit of the present invention is connected. Accordingly, a conduit newly laid on the ground after the conduit of the present invention is laid on the ground is also included in them. However, the invention according to claim 3 and the invention according to claim 12 refer to an existing conduit already embedded in the ground and used for fluid supply before the conduit of the present invention is laid on the ground.

本発明の導管及び導管の敷設工法によれば、種類の異なる流体を供給するための導管を所定の長さ範囲については地盤中の同一経路に敷設して、それぞれ流体を同時に供給することが可能であり、しかも確実に施工コストを低減することができ、地盤環境も保全することができる。   According to the conduit and the conduit laying method of the present invention, it is possible to construct conduits for supplying different kinds of fluids in the same path in the ground for a predetermined length range and supply fluids simultaneously. In addition, the construction cost can be surely reduced, and the ground environment can be preserved.

以下、本発明の導管及び導管の敷設工法の実施形態の例について、図面を参照しつつ説明する。なお、本実施形態では、一例として、低圧ガスと中圧ガスとを同時供給するためのガス導管及びガス導管の敷設工法について説明する。   Hereinafter, an example of an embodiment of a conduit and a conduit laying method according to the present invention will be described with reference to the drawings. In this embodiment, as an example, a gas conduit for simultaneously supplying low-pressure gas and medium-pressure gas and a method for laying the gas conduit will be described.

ガス導管の実施形態〔図1〜図3〕; 図1で一例を示すガス導管1は、「外側導管」としての大径の低圧管2と、そこに挿通した小径の「内側導管」としての中圧管3とでなる二重管部4を備えている。 Embodiment of gas conduit [FIGS. 1 to 3] ; A gas conduit 1 shown as an example in FIG. 1 includes a large-diameter low-pressure pipe 2 as an “outer conduit” and a small-diameter “inner conduit” inserted therethrough. A double pipe portion 4 comprising an intermediate pressure pipe 3 is provided.

低圧管2は、地域のガス製造工場から送出される高圧ガスを複数のガバナ(減圧装置)にて多段階で減圧し、図外の低圧ラインを通じて供給される低圧ガスを圧送する導管である。この低圧管2については、後述するガス導管1の敷設工法で説明するように、既に地盤に敷設されている既設と新設の双方のものが含まれ、鋳鉄管や鋼管が使用される。   The low-pressure pipe 2 is a conduit that decompresses high-pressure gas delivered from a local gas manufacturing plant in multiple stages by a plurality of governors (decompression devices) and pumps low-pressure gas supplied through a low-pressure line (not shown). The low-pressure pipe 2 includes both existing and new pipes that have already been laid on the ground, and cast iron pipes and steel pipes are used, as will be described in the construction method of the gas conduit 1 described later.

中圧管3は、地域のガス製造工場から送出される高圧ガスを複数のガバナ(減圧装置)にて多段階で減圧し、図外の中圧ラインを通じて供給される中圧ガスを圧送する導管である。図2で示すように、中圧管3の外径は、低圧管2の管内に低圧ガスの圧送空間2sを残して敷設できるように、低圧管2の内径よりも小径となっている。このような中圧管3としてはポリエチレン管が使用される。   The medium pressure pipe 3 is a conduit for depressurizing the high pressure gas delivered from a local gas manufacturing plant in multiple stages with a plurality of governors (decompression devices) and pumping the medium pressure gas supplied through a medium pressure line (not shown). is there. As shown in FIG. 2, the outer diameter of the intermediate pressure pipe 3 is smaller than the inner diameter of the low pressure pipe 2 so that the low pressure pipe 2 can be laid while leaving the pressure feed space 2 s in the low pressure pipe 2. As such an intermediate pressure pipe 3, a polyethylene pipe is used.

以上のような低圧管2と中圧管3とでなる二重管部4は、数メートル〜数百メートルの長さで地盤に敷設されるものである。この二重管部4の両端部には、分岐管5A,5Bが接続される。分岐管5A,5Bは、低圧管2の端部とソケットSを介して接続する外管6と、中圧管3にバット接合する内管7とを備えており、これらは何れもポリエチレン管が使用される。   The double pipe portion 4 composed of the low pressure pipe 2 and the intermediate pressure pipe 3 as described above is laid on the ground with a length of several meters to several hundred meters. Branch pipes 5 </ b> A and 5 </ b> B are connected to both ends of the double pipe part 4. The branch pipes 5A and 5B include an outer pipe 6 connected to the end of the low-pressure pipe 2 via a socket S, and an inner pipe 7 butt-joined to the intermediate-pressure pipe 3, both of which are made of polyethylene pipes. Is done.

外管6は、ソケットSに接続する短管6a、チーズ管6b、短管6c、異形ソケット6d、チーズ管6bからクランク状の伸長する延長管6eで構成される。内管7に対する外管6の管路(流路)の分岐は、チーズ管6bとチーズ管6bに接続した延長管6eにて形成されている。また、図3で示すように、異形ソケット6dの管内には、外管6の管内と内管7の外周面との間で気密が保持されるように、外管6の内周面と内管7の外周面とを熱融着してなる封止部6fが形成されている。   The outer tube 6 includes a short tube 6a connected to the socket S, a cheese tube 6b, a short tube 6c, a deformed socket 6d, and an extension tube 6e extending in a crank shape from the cheese tube 6b. A branch (flow path) of the outer pipe 6 with respect to the inner pipe 7 is formed by an extension pipe 6e connected to the cheese pipe 6b and the cheese pipe 6b. Further, as shown in FIG. 3, in the tube of the deformed socket 6 d, the inner peripheral surface and the inner surface of the outer tube 6 are maintained so that airtightness is maintained between the tube of the outer tube 6 and the outer peripheral surface of the inner tube 7. A sealing portion 6f formed by heat-sealing the outer peripheral surface of the tube 7 is formed.

内管7は、中圧管3の端部に接続され、前述の外管6の管内を貫通して異形ソケット6dの端部から外部に突き抜けて伸長する長管7aと、長管7aに接続した延長管7bとで構成される。   The inner pipe 7 is connected to the end of the intermediate pressure pipe 3, and is connected to the long pipe 7a and a long pipe 7a that extends through the pipe of the outer pipe 6 and extends from the end of the deformed socket 6d to the outside. It is comprised with the extension pipe | tube 7b.

以上のようなガス導管1は、分岐管5Aの側がガスの圧送方向における一次側であり、分岐管5Bの側が二次側となっている。したがって、一次側の分岐管5Aのうち低圧ガスを圧送する外管6は、延長管6eがガス製造工場からガスを供給するパイプラインの一部を構成する「第1既設導管」としての既設低圧管PGLaに接続されて、低圧ガスGLを供給することになる。また、内管7は、延長管7bが同様のパイプラインの一部を構成する「第2既設導管」としての既設中圧管PGHaに接続されて、中圧ガスGHを供給することになる。   In the gas conduit 1 as described above, the branch pipe 5A side is the primary side in the gas pumping direction, and the branch pipe 5B side is the secondary side. Therefore, the outer pipe 6 that pumps the low-pressure gas out of the branch pipe 5A on the primary side is the existing low-pressure as the “first existing pipe” that constitutes a part of the pipeline in which the extension pipe 6e supplies gas from the gas manufacturing plant. The low pressure gas GL is supplied by being connected to the pipe PGLa. Further, the inner pipe 7 is connected to an existing intermediate pressure pipe PGHa as a “second existing conduit” in which the extension pipe 7b forms a part of the same pipeline, and supplies the intermediate pressure gas GH.

また、二次側の分岐管5Bでは、外管6の延長管6eが「第1既設導管」としての既設低圧管PGLbに接続されて、低圧ガスが業務用需要家や家庭需要家などに供給されることになる。また、内管7は、延長管7bが「第2既設導管」としての既設中圧管PGHbに接続されて、中圧ガスを工業用需要家やビル冷暖房・地域冷暖房需要家などに供給することになる。   Further, in the branch pipe 5B on the secondary side, the extension pipe 6e of the outer pipe 6 is connected to the existing low-pressure pipe PGLb as the “first existing pipe”, and the low-pressure gas is supplied to commercial customers and household customers. Will be. The inner pipe 7 has an extension pipe 7b connected to an existing intermediate pressure pipe PGHb as a “second existing conduit” to supply intermediate pressure gas to industrial consumers, building air conditioning / district air conditioning customers, and the like. Become.

ガス導管の敷設工法の実施形態〔図4〜図9〕; 次に、ガス導管1を地盤に敷設する工法の一実施形態を説明する。なおこの実施形態では、地盤に敷設されている既設低圧管を所定の長さ範囲で低圧管2として利用し、これに新たな中圧管3を敷設する例について説明する。 Embodiment of Gas Pipe Laying Method [FIGS. 4 to 9] ; Next, an embodiment of a method of laying the gas pipe 1 on the ground will be described. In this embodiment, an example in which an existing low pressure pipe laid on the ground is used as the low pressure pipe 2 within a predetermined length range and a new intermediate pressure pipe 3 is laid on the low pressure pipe will be described.

まず、図4で示すように、既設低圧管2の圧送方向における一方側と他方側を開削して、地盤11に立坑12,13を構築する。なお、一方側と他方側は、その何れが一次側でも二次側でもよい。   First, as shown in FIG. 4, one side and the other side in the pumping direction of the existing low-pressure pipe 2 are excavated to construct the shafts 12 and 13 on the ground 11. Note that either the one side or the other side may be the primary side or the secondary side.

次に、図5で示すように、立坑12,13に露出した既設低圧管2をそれぞれ切断する。そして、立坑12に近い地表面に設置した曲がり掘削可能な自在推進機14を使って、ロッド15を既設低圧管2の端部開口2aから導入し、図6で示すように立坑13の内部に到達させる。なお、ロッド15は、可撓性のある鋼管製の単位ロッドを順次継ぎ足して連結したものである。   Next, as shown in FIG. 5, the existing low-pressure pipes 2 exposed in the shafts 12 and 13 are cut. And the rod 15 is introduced from the end opening 2a of the existing low-pressure pipe 2 using a universal propulsion device 14 capable of bending excavation installed on the ground surface near the shaft 12, and inside the shaft 13 as shown in FIG. To reach. The rod 15 is formed by sequentially connecting and connecting flexible steel pipe unit rods.

到達させたら、ロッド15の先端15aを取り外し、新たに敷設する中圧管3を取付ける。そして、ロッド15を引き戻すことにより、図7で示すように、既設低圧管2の管内に中圧管3を敷設していく。このとき立坑13に露呈する既設低圧管2の端部開口2bには、中圧管3が端部開口2bと摺動することによる損傷することを防ぐとともに、中圧管3の導入を容易にするために、ガイドローラ16を装着してある。そして、図8で示すように中圧管3を敷設する。   When it reaches, the tip 15a of the rod 15 is removed, and the intermediate pressure pipe 3 to be newly laid is attached. Then, by pulling back the rod 15, the intermediate pressure pipe 3 is laid in the existing low pressure pipe 2 as shown in FIG. 7. At this time, the end opening 2b of the existing low-pressure pipe 2 exposed to the shaft 13 is prevented from being damaged by sliding the intermediate pressure pipe 3 with the end opening 2b, and the introduction of the intermediate pressure pipe 3 is facilitated. Further, a guide roller 16 is attached. Then, the intermediate pressure pipe 3 is laid as shown in FIG.

こうして中圧管3を敷設したならば、図9のように前述の分岐管5Aと分岐管5Bを接続する。すなわち、立坑12,13内の既設低圧管2の端部をソケットS1を介して外管6の短管6aと接続するとともに、中圧管3に内管7の長管7aをバット接合する。また、分岐管5Aと分岐管5Bの外管6の延長管6eを、もう一方の既設低圧管2の端部開口2c,2dに対して接続するとともに、内管7の延長管7bを図外の既設中圧管又は新設中圧管に対して接続する。この後は、立坑12,13を埋戻して復旧させる。   When the intermediate pressure pipe 3 is thus laid, the aforementioned branch pipe 5A and branch pipe 5B are connected as shown in FIG. That is, the end of the existing low-pressure pipe 2 in the shafts 12 and 13 is connected to the short pipe 6a of the outer pipe 6 via the socket S1, and the long pipe 7a of the inner pipe 7 is butt-joined to the intermediate pressure pipe 3. The branch pipe 5A and the extension pipe 6e of the outer pipe 6 of the branch pipe 5B are connected to the end openings 2c and 2d of the other existing low-pressure pipe 2, and the extension pipe 7b of the inner pipe 7 is not shown. Connect to the existing intermediate pressure pipe or new intermediate pressure pipe. After this, the shafts 12 and 13 are backfilled and restored.

実施形態による作用・効果; 次に、以上の実施形態によるガス導管1及びガス導管1の敷設工法による作用・効果について説明する。 Next, the operation and effect of the gas conduit 1 and the construction method of the gas conduit 1 according to the above embodiment will be described.

ガス導管1は、大径の低圧管2と、低圧管2の管内に低圧でガスを圧送する圧送空間2sを残して敷設される小径の中圧管3とを備える。このため、種類の異なる流体、本実施形態では相対的に圧力差のある低圧ガスGLと中圧ガスGHとを、所定の長さ範囲について地盤11中の同一経路で、同時供給することができる。そして、本実施形態では、新たな管を用意して地盤11に敷設する作業が不要であって、既設の低圧管2をそのまま有効利用して中圧管3を挿通し、分岐管5A,5Bを接続するだけであるため、工期短縮、工数削減、部材削減による大幅なコスト低減が可能である。また、地盤11中の占有スペースが小さく地盤環境も保全することができる。   The gas conduit 1 includes a large-diameter low-pressure pipe 2 and a small-diameter medium-pressure pipe 3 that is laid in the low-pressure pipe 2 while leaving a pumping space 2 s for pumping gas at a low pressure. For this reason, the low-pressure gas GL and the intermediate-pressure gas GH having different pressures, which are different in pressure in this embodiment, can be simultaneously supplied through the same path in the ground 11 for a predetermined length range. . And in this embodiment, the operation | work which prepares a new pipe and lays it in the ground 11 is unnecessary, inserts the intermediate pressure pipe 3 using the existing low pressure pipe 2 as it is, and connects the branch pipes 5A and 5B. Since it is only connected, the cost can be greatly reduced by shortening the work period, reducing the number of man-hours, and reducing the number of members. Further, the occupied space in the ground 11 is small, and the ground environment can be preserved.

中圧管3は、低圧管2との圧力差により、大気圧条件で使用される一般的な中圧管よりも材質や管の肉厚について耐圧性にやや劣るものを使用できる。したがって、更なるコスト低減が可能である。   Due to the pressure difference with the low-pressure pipe 2, the intermediate-pressure pipe 3 can use a material and pipe thickness that are slightly inferior to those of a general intermediate pressure pipe used under atmospheric pressure conditions. Therefore, further cost reduction is possible.

中圧ガスの導管としてポリエチレン管を地盤に敷設する場合には、他工事の地盤掘削時に誤ってポリエチレン管を損傷しないように、その上に長手方向に沿って防護板を埋める等の防護措置を施すことが、安全対策として要請される。しかしながら、前記実施形態では、ポリエチレン管でなる中圧管3が、鋳鉄管や鋼管でなる低圧管2の管内にあって地盤11内で外部に対し防護されている。このため、かかる防護措置をとらなくても、他工事で使用する地盤掘削装置による破損を受けてガス漏れすることがない。よって、防護措置が不要な分、コスト低減を実現し地盤環境の保全を図ることができる。   When laying polyethylene pipes on the ground as medium-pressure gas conduits, take protective measures such as burying a protective plate along the longitudinal direction of the polyethylene pipes so that they will not be accidentally damaged during ground excavation in other construction. Applying as a safety measure is required. However, in the above-described embodiment, the intermediate pressure pipe 3 made of a polyethylene pipe is in the pipe of the low pressure pipe 2 made of a cast iron pipe or a steel pipe and is protected against the outside in the ground 11. For this reason, even if it does not take such a protective measure, it will not be damaged by the ground excavation apparatus used for other construction, but a gas will leak. Therefore, since the protective measures are unnecessary, the cost can be reduced and the ground environment can be preserved.

ガス導管1は、低圧管2と中圧管3とを分岐する分岐管5A,5Bを備える。このため、種類の異なるガスを同一の敷設経路で同時に輸送することができ、その端部では分岐管5A,5Bにより分岐させて敷設経路が異なる他の既設低圧管と既設中圧管へ、それぞれ確実に接続することができる。そして、外管6と内管7とは封止部6fにより完全密封されるので、低圧ガスのガス漏れは起こらない。   The gas conduit 1 includes branch pipes 5A and 5B that branch the low pressure pipe 2 and the intermediate pressure pipe 3. For this reason, different types of gas can be transported simultaneously on the same laying route, and at the end thereof, branched by the branch pipes 5A and 5B to the other existing low pressure pipes and existing medium pressure pipes having different laying paths. Can be connected to. And since the outer tube 6 and the inner tube 7 are completely sealed by the sealing part 6f, the gas leakage of the low pressure gas does not occur.

ガス導管1の敷設工法では、地表面に設置した自在推進機14を使って中圧管3の引込みを行うので、自在推進機14を設置する発進側の立坑12は、立坑12の内部に推進機を設置する例と比較して小さなサイズで済み、コスト低減が可能である。   In the laying method of the gas conduit 1, the intermediate pressure pipe 3 is retracted using the universal propulsion device 14 installed on the ground surface, so that the vertical shaft 12 on the starting side where the universal propulsion device 14 is installed is a propulsion device inside the shaft 12. Compared to the example of installing the, the size can be reduced and the cost can be reduced.

実施形態の変形例〔図10〜図14〕; 以上説明した実施形態については、変形実施が可能である。その例を列挙して説明する。 Modified Examples of Embodiments [FIGS. 10 to 14] ; The above-described embodiments can be modified. Examples will be listed and described.

前記実施形態では、「種類の異なる流体」として低圧ガスと中圧ガスを例示したが、中圧ガスと高圧ガス、中圧ガスと中間圧ガス、中間圧ガスと低圧ガス等でもよい。また、都市ガスの供給ラインで一般的に低圧ガス、中間圧ガス、中圧ガス、高圧ガスと分類されるそれぞれのガス圧の範囲で、相対的に圧力差を付けたガスどうしを種類の異なる流体としてもよい。さらには、例えばガスと水素のように組成自体が相違する流体の組合せや、気体と液体といった流体の組合せを、種類の異なる流体としてもよい。   In the above-described embodiment, low-pressure gas and medium-pressure gas are exemplified as “different types of fluids”, but medium-pressure gas and high-pressure gas, medium-pressure gas and intermediate-pressure gas, intermediate-pressure gas and low-pressure gas, and the like may be used. In the city gas supply line, the gas types with relatively different pressures are generally different within the range of gas pressures generally classified as low pressure gas, intermediate pressure gas, medium pressure gas, and high pressure gas. It may be a fluid. Furthermore, a combination of fluids having different compositions such as gas and hydrogen, or a combination of fluids such as gas and liquid may be used as different types of fluids.

前記実施形態のガス導管1の長さ、形状、分岐の構造等は一例である。したがって、これらについては、現場の施工状況に応じて適宜変更して実施することができる。   The length, shape, branching structure, and the like of the gas conduit 1 of the above embodiment are examples. Therefore, these can be appropriately changed according to the construction situation at the site.

その一例として、例えば図10で示すように、一端を中圧管3に分岐接続し、他端を低圧管2に分岐接続したバイパス管17を備えるものとして二重管部4を構成することができる。18は圧力制御装置としてのガバナであり、バイパス管17の管内を遮断する機能と、中圧管3から取り出した中圧ガスを整圧(例えば減圧)する機能と、を有するものである。なお、ガバナ18は、これら双方の機能を備えるものではなく、その何れか一方の機能だけを有するものを使用するものでもよい。   As an example, as shown in FIG. 10, for example, the double pipe portion 4 can be configured to include a bypass pipe 17 having one end branched and connected to the medium pressure pipe 3 and the other end branched to the low pressure pipe 2. . Reference numeral 18 denotes a governor as a pressure control device, which has a function of blocking the inside of the bypass pipe 17 and a function of regulating (for example, reducing pressure) the intermediate pressure gas taken out from the intermediate pressure pipe 3. Note that the governor 18 does not have both of these functions, but may use one having only one of these functions.

こうしたバイパス管17の利点は次の点にある。すなわち、二重管部4の管長が長くなればなるほど、低圧管2で圧送するガス圧が低下して輸送効率が落ちてしまうことがある。しかしながら、バイパス管17によって中圧管3で圧送する中圧ガスを低圧管2に供給することで、低圧管2のガス圧を昇圧できるため、二重管部4の管長が長くなっても輸送効率の低下を防ぐことができるようになる。   The advantage of such a bypass pipe 17 is as follows. That is, the longer the pipe length of the double pipe section 4, the lower the gas pressure fed by the low pressure pipe 2 and the lower the transport efficiency. However, since the gas pressure of the low-pressure pipe 2 can be increased by supplying the intermediate-pressure gas pumped by the intermediate-pressure pipe 3 to the low-pressure pipe 2 by the bypass pipe 17, the transport efficiency can be improved even if the pipe length of the double pipe portion 4 becomes long. It will be possible to prevent the decrease of.

また、二重管部4の低圧管2や中圧管3については、もちろん分岐接続する供給管を備えるものとして構成することができる。この供給管は低圧需要家や中圧需要家にガスを供給するものであり、低圧管2や中圧管3から分岐する本数は何本でもよい。   In addition, the low pressure pipe 2 and the intermediate pressure pipe 3 of the double pipe portion 4 can of course be configured to include a supply pipe that is branched and connected. This supply pipe supplies gas to a low-pressure consumer or a medium-pressure consumer, and any number of pipes may be branched from the low-pressure pipe 2 or the medium-pressure pipe 3.

前記実施形態では、図3で示すように、分岐管5A,5Bにおける内管7と外管6との間の気密を、内管7の長管7aの外周面と外管6の異形ソケット6dの内周面とを熱融着してなる封止部6fにて得ているが、こうした化学的手段で封止するのではなく、パッキン材などの物的手段で封止部を形成するようにしてもよい。また、これらの双方を併用してもよい。   In the above embodiment, as shown in FIG. 3, the airtightness between the inner tube 7 and the outer tube 6 in the branch pipes 5A and 5B is changed between the outer peripheral surface of the long tube 7a of the inner tube 7 and the deformed socket 6d of the outer tube 6. It is obtained by the sealing part 6f formed by heat-sealing the inner peripheral surface of the metal, but instead of sealing by such chemical means, the sealing part is formed by physical means such as a packing material. It may be. Moreover, you may use both of these together.

前記実施形態によるガス導管1については、図11で示すように、例えば分岐管5Aの中圧ガスを輸送する内管7の延長管7bに、圧力制御装置としてガバナ19を備えるものとして構成することができる。ガバナ19は、中圧管3の管内を遮断する機能と、中圧管3で圧送する中圧ガスを整圧する機能と、を有するものである。また、ガバナ19には、監視圧力導入管19aの一端が接続されている。監視圧力導入管19aの他端は、分岐管5Aの外管6(短管6c)の管内に連通するように接続されている。このためガバナ19には低圧ガスが導入されて、その圧力が監視される。 As shown in FIG. 11, the gas conduit 1 according to the above embodiment is configured to include a governor 19 as a pressure control device, for example, in the extension pipe 7 b of the inner pipe 7 that transports the medium-pressure gas of the branch pipe 5 </ b> A. be able to. The governor 19 has a function of blocking the inside of the intermediate pressure tube 3 and a function of regulating the pressure of the intermediate pressure gas fed by the intermediate pressure tube 3. The governor 19 is connected to one end of a monitoring pressure introduction pipe 19a. The other end of the monitoring pressure introduction pipe 19a is connected to communicate with the inside of the outer pipe 6 (short pipe 6c) of the branch pipe 5A. For this reason, low pressure gas is introduced into the governor 19 and its pressure is monitored.

このようなガバナ19は、例えば中圧管3からのガス漏れによって低圧管2のガス圧が異常に昇圧する事態が生じると、監視圧力導入管19aから導入される低圧ガスの異常昇圧を自動的に検知して、中圧管3の管内を遮断するように作動する。これにより中圧ガスの供給を停止できるため、安全性を確保することができる。また、監視圧力導入管19aから導入される低圧ガスの圧力と、ガバナ19を通じる中圧ガスとの相対的な圧力差が、所定の適正値に対して変動することを検知すると、中圧管3の管内圧力を整圧(例えば減圧)するように作動し、所定の適正値に戻すことができるようになっている。   Such a governor 19 automatically raises the abnormal pressure of the low-pressure gas introduced from the monitoring pressure introduction pipe 19a when the gas pressure of the low-pressure pipe 2 is abnormally increased due to gas leakage from the intermediate pressure pipe 3, for example. It detects and operates so as to block the inside of the intermediate pressure pipe 3. Thereby, since supply of medium pressure gas can be stopped, safety can be secured. When it is detected that the relative pressure difference between the pressure of the low pressure gas introduced from the monitoring pressure introduction pipe 19a and the medium pressure gas passing through the governor 19 fluctuates with respect to a predetermined appropriate value, the intermediate pressure pipe 3 The pressure inside the tube is regulated (for example, reduced pressure) so that it can be returned to a predetermined appropriate value.

なお、図11のガバナ19は、前述の遮断と整圧の双方の機能を備え、監視圧力導入管19aを有するものを説明したが、これに限られるものではない。すなわち、遮断か整圧かの何れかの機能を有する他の「圧力制御装置」として構成することもできる。また、基準圧力として低圧ガスを導入するのではなく、圧力センサで低圧ガスの圧力状態を検知して電気的にガバナ19や他の「圧力制御装置」に伝達するように構成してもよい。   In addition, although the governor 19 of FIG. 11 provided the function of both the above-mentioned interruption | blocking and pressure regulation, and demonstrated the thing which has the monitoring pressure introduction pipe | tube 19a, it is not restricted to this. That is, it can also be configured as another “pressure control device” having a function of either cutoff or pressure regulation. Further, instead of introducing the low-pressure gas as the reference pressure, the pressure state of the low-pressure gas may be detected by a pressure sensor and electrically transmitted to the governor 19 or other “pressure control device”.

前記ガス導管の敷設工法では、既設の低圧管2の管内に新たな中圧管3を敷設する例を示したが、低圧管と中圧管の双方を新たに敷設する工法として実施することもできる。   In the laying method of the gas conduit, an example in which the new intermediate pressure pipe 3 is laid in the pipe of the existing low pressure pipe 2 has been shown, but it can also be implemented as a method of newly laying both the low pressure pipe and the intermediate pressure pipe.

例えば図12で示すように、敷設経路に対応する地盤を開削し、そこに新たな低圧管20と中圧管3とを敷設し、さらに図外の分岐管5A,5Bを接続する工法とすることもできる。この場合には、地盤11を大きく開削する分、コスト高となるが、低圧管20用と中圧管3用とで個々の開削が不要であるから、開削するにしてもその範囲を小さくできる。   For example, as shown in FIG. 12, the ground corresponding to the laying route is excavated, a new low pressure pipe 20 and an intermediate pressure pipe 3 are laid there, and a branch pipe 5A, 5B outside the figure is connected. You can also. In this case, since the ground 11 is greatly cut, the cost increases. However, since the individual cuts are not required for the low pressure pipe 20 and the intermediate pressure pipe 3, the range can be reduced even if the ground is cut.

また、曲がり掘削可能な自在推進機14とロッド15とを使用する図13や図14で示すような敷設工法とすることもできる。   Moreover, it can also be set as the laying construction method as shown in FIG.13 and FIG.14 using the universal propulsion machine 14 and the rod 15 which can be bent and excavated.

すなわち、この工法では先ず、図13で示すように、立坑13に到達するまで地盤11を掘削して、パイロット孔を形成する。次いで、立坑13内で先端15aを取り外して拡径リーマ21を接続するとともに、拡径リーマ21に新たな低圧管20と中圧管3の双方を連結する。そして、図14で示すように、自在推進機14でロッド15を引き戻すことにより、二重管状態で低圧管20と中圧管3の双方を同時に敷設するようにする。   That is, in this construction method, first, as shown in FIG. 13, the ground 11 is excavated until reaching the vertical shaft 13 to form a pilot hole. Next, the tip 15 a is removed in the shaft 13 to connect the expanded reamer 21, and both the new low pressure pipe 20 and the intermediate pressure pipe 3 are connected to the expanded reamer 21. Then, as shown in FIG. 14, by pulling back the rod 15 with the universal propulsion device 14, both the low pressure pipe 20 and the intermediate pressure pipe 3 are laid simultaneously in a double pipe state.

この敷設工法によれば、曲がり掘削可能な自在推進機14を使うため、発進側に推進機設置用の大きな立坑を開削し復旧する工事が不要である。また、他の埋設管や地下構造物などの地盤状況に応じた曲がり掘削によって、任意の敷設経路で低圧管20と中圧管3とを、地盤11に敷設することができる。さらに、図12のような地盤開削が大きい開削工法と比べて、工期短縮と工数削減による大幅なコスト低減が可能であり、地盤環境も保全できる利点がある。そして、低圧管20と中圧管3の双方同時敷設するから効率よく敷設できる。   According to this laying method, since the universal propulsion device 14 that can be bent and excavated is used, it is not necessary to open and restore a large shaft for propulsion installation on the start side. Moreover, the low pressure pipe 20 and the intermediate pressure pipe 3 can be laid on the ground 11 by an arbitrary laying path by bending excavation according to the ground conditions of other buried pipes and underground structures. Furthermore, compared with the open-cut method with large ground excavation as shown in FIG. 12, it is possible to significantly reduce the cost by shortening the work period and the number of man-hours, and there is an advantage that the ground environment can be maintained. Since both the low pressure pipe 20 and the intermediate pressure pipe 3 are laid at the same time, it can be laid efficiently.

また、図14のように双方同時敷設するのではなく、新たな低圧管20を敷設した後に、前記実施形態における図5以降の工程にしたがって、低圧管20の管内に新たな中圧管3を敷設する工法とすることもできる。なお、この敷設工法や前述の実施形態による敷設工法の場合には、自在推進機14のような掘削装置としても機能するものを使用するのではなく、地表面や立坑12に牽引装置を設置し、ワイヤーなどの引込み用の線状体で中圧管3を引き込むようにしてもよい。   Further, instead of laying both at the same time as shown in FIG. 14, after laying a new low-pressure pipe 20, a new intermediate-pressure pipe 3 is laid in the pipe of the low-pressure pipe 20 in accordance with the steps in FIG. It can also be a construction method. In the case of this laying method and the laying method according to the above-described embodiment, a traction device is installed on the ground surface or the vertical shaft 12 instead of using an excavating device such as the universal propulsion device 14. The intermediate pressure tube 3 may be retracted with a linear member for retracting such as a wire.

一実施形態によるガス導管の平面図。1 is a plan view of a gas conduit according to one embodiment. FIG. 図1の二重管部を示す拡大断面図。The expanded sectional view which shows the double pipe part of FIG. 図1の外管と内管との封止部を示す要部拡大断面図。The principal part expanded sectional view which shows the sealing part of the outer tube | pipe of FIG. 1, and an inner tube | pipe. 一実施形態によるガス導管の敷設工法の工程説明図。Process explanatory drawing of the laying construction method of the gas conduit by one Embodiment. 図4に続いて既設の低圧管に引込み用のロッドを推進する工程説明図。Process explanatory drawing which pushes the rod for drawing in into the existing low-pressure pipe following FIG. 図5に続いて引込み用のロッドが立坑に到達した状態を示す工程説明図。Process explanatory drawing which shows the state which the rod for drawing-in reached the shaft following FIG. 図6に続いて既設の低圧管に中圧管を引込む状態を示す工程説明図。Process explanatory drawing which shows the state which draws in an intermediate pressure pipe in the existing low pressure pipe following FIG. 図7に続いて中圧管を引込み終えた状態を示す工程説明図。Process explanatory drawing which shows the state which pulled in the intermediate pressure pipe following FIG. 図8に続いて低圧管と中圧管に分岐管を接続した状態を示す工程説明図。Process explanatory drawing which shows the state which connected the branch pipe to the low pressure pipe and the intermediate pressure pipe following FIG. ガス導管の変形例を模式的に示す説明図。Explanatory drawing which shows the modification of a gas conduit typically. ガス導管の他の変形例を模式的に示す説明図。Explanatory drawing which shows the other modification of a gas conduit typically. 実施形態の変形例による他のガス導管の敷設工法の工程説明図。Process explanatory drawing of the construction method of the other gas conduit | pipe by the modification of embodiment. 実施形態の変形例によるさらに他のガス導管の敷設工法の工程説明図。Process explanatory drawing of the construction method of the further another gas conduit | pipe by the modification of embodiment. 図13に続いて低圧管と中圧管とを双方同時に敷設する状態を示す工程説明図。Process explanatory drawing which shows the state which lays down both a low pressure pipe and an intermediate pressure pipe simultaneously after FIG.

符号の説明Explanation of symbols

1 ガス導管
2 低圧管(外側導管)
2a,2b,2c,2d 端部開口
2s 圧送空間
3 中圧管(内側導管)
4 二重管部
5A 分岐管
5B 分岐管
6 外管
6a 短管
6b チーズ管
6c 短管
6d 異形ソケット
6e 延長管
6f 封止部
7 内管
7a 長管
7b 延長管
11 地盤
12 立坑
13 立坑
14 自在推進機
15 ロッド
15a 先端
16 ガイドローラ
17 バイパス管
18 ガバナ
19 ガバナ(圧力制御装置)
19a 監視圧力導入管
20 低圧管(外側導管)
21 拡径リーマ
S ソケット
1 Gas conduit 2 Low pressure pipe (outer conduit)
2a, 2b, 2c, 2d End opening 2s Pumping space 3 Medium pressure pipe (inner conduit)
4 Double pipe part 5A Branch pipe 5B Branch pipe 6 Outer pipe 6a Short pipe 6b Cheese pipe 6c Short pipe 6d Deformed socket 6e Extension pipe 6f Sealing part 7 Inner pipe 7a Long pipe 7b Extension pipe 11 Ground 12 Vertical shaft 13 Vertical shaft 14 Freely adjustable Propulsion machine 15 Rod 15a Tip 16 Guide roller 17 Bypass pipe 18 Governor 19 Governor (pressure control device)
19a Monitoring pressure introduction pipe 20 Low pressure pipe (outer conduit)
21 Expanded Reamer S Socket

Claims (12)

地盤の別々の場所に敷設されて種類が異なる流体を圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一経路で地盤に敷設する導管であって、
両端が第1既設導管に連通する外側導管と、
両端が第2既設導管に連通するとともに外側導管の管内に流体圧送用の管内空間を形成するように外側導管に挿通される小径の内側導管と、を備える導管。
A first existing conduit and a second existing conduit that are laid at different locations on the ground and pump different types of fluid, and are laid on the ground in the same path for a predetermined length range,
An outer conduit having both ends communicating with the first existing conduit;
A small-diameter inner conduit having both ends communicating with the second existing conduit and being inserted into the outer conduit so as to form a fluid pumping space within the outer conduit.
地盤の別々の場所に敷設されており相対的に異なる圧力でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管であって、
両端が第1既設導管に連通してガスを圧送する外側導管と、
両端が第2既設導管に連通するとともに外側導管の管内にガス圧送用の管内空間を形成するように外側導管に挿通されて、外側導管よりも相対的に高圧でガスを圧送する内側導管と、を備える導管。
The first existing conduit and the second existing conduit, which are laid at different locations on the ground and pump gas at relatively different pressures, are laid on the ground in the same route for a predetermined length range. ,
An outer conduit whose ends communicate with the first existing conduit and pump gas;
An inner conduit having both ends communicating with the second existing conduit and inserted into the outer conduit so as to form an in-pipe space for gas feeding in the outer conduit, and pumping gas at a relatively higher pressure than the outer conduit; A conduit comprising.
外側導管が、地盤に敷設されている第1既設導管を、前記所定の長さ範囲における一方側と他方側とについて切断したものである請求項1又は請求項2記載の導管。   The conduit according to claim 1 or 2, wherein the outer conduit is obtained by cutting the first existing conduit laid on the ground on one side and the other side in the predetermined length range. 第1既設導管と外側導管とに接続する外管と、第2既設導管と内側導管とに接続されるとともに外管の管外へ突き抜けて伸長する内管と、を有する分岐管を備える請求項1〜請求項3何れか1項記載の導管。   A branch pipe comprising: an outer pipe connected to the first existing pipe and the outer pipe; and an inner pipe connected to the second existing pipe and the inner pipe and extending through the outer pipe. The conduit according to any one of claims 1 to 3. 一端を内側導管に分岐接続し、他端を外側導管に分岐接続して、内側導管にて圧送する相対的に高圧のガスを外側導管に供給するバイパス管を備える請求項1〜請求項4何れか1項記載の導管。   5. A bypass pipe having a branch connection at one end to the inner conduit and a branch connection at the other end to the outer conduit for supplying a relatively high pressure gas pumped by the inner conduit to the outer conduit. A conduit according to claim 1. 内側導管の管内を遮断する機能、または内側導管で圧送する相対的に高圧のガスを整圧する機能の少なくとも何れかを有する圧力制御装置を備える請求項1〜請求項5何れか1項記載の導管。   The conduit according to any one of claims 1 to 5, further comprising a pressure control device having at least one of a function of blocking the inside of the inner conduit and a function of regulating a relatively high pressure gas pumped by the inner conduit. . 地盤の別々の場所に敷設されて種類が異なる流体を圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、
前記所定の長さ範囲に相応する外側導管と、外側導管に挿通する内側導管と、を地盤に敷設する工程と、
外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程と、を含む導管の敷設工法。
The first existing conduit and the second existing conduit, which are laid at different locations on the ground and pumping different types of fluid, are laid on the ground in the same route for a predetermined length range,
Laying on the ground an outer conduit corresponding to the predetermined length range and an inner conduit inserted through the outer conduit;
A branch pipe having an outer pipe and an inner pipe, the inner pipe extending through the outer pipe and extending, is connected to the first existing conduit and the outer conduit, and the inner tube is connected to the second existing conduit. And a method of laying the conduit, including connecting to the inner conduit.
地盤の別々の場所に敷設されており相対的に異なる圧力でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、
前記所定の長さ範囲に相応する外側導管と、外側導管に挿通するとともに外側導管よりも相対的に高圧でガスを圧送する内側導管と、を地盤に敷設する工程と、
外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程と、を含む導管の敷設工法。
A method for laying a conduit that lays a first existing conduit and a second existing conduit, which are laid at different locations on the ground, with a relatively different pressure, on the ground in the same route for a predetermined length range Because
Laying on the ground an outer conduit corresponding to the predetermined length range, and an inner conduit that passes through the outer conduit and pumps gas at a relatively higher pressure than the outer conduit;
A branch pipe having an outer pipe and an inner pipe, the inner pipe extending through the outer pipe and extending, is connected to the first existing conduit and the outer conduit, and the inner tube is connected to the second existing conduit. And a method of laying the conduit, including connecting to the inner conduit.
外側導管を地盤に敷設した後に、内側導管を外側導管に挿通する請求項7又は請求項8記載の導管の敷設工法。   The conduit laying method according to claim 7 or 8, wherein the inner conduit is inserted into the outer conduit after the outer conduit is laid on the ground. 外側導管に内側導管を挿通した状態で同時に地盤に敷設する請求項7又は請求項8記載の導管の敷設工法。   The conduit laying method according to claim 7 or 8, wherein the conduit is laid on the ground simultaneously with the inner conduit inserted through the outer conduit. 地表面に設置した曲がり掘削可能な自在推進機により非開削で外側導管を地盤に敷設する請求項7〜請求項10何れか1項記載の導管の敷設工法。   The conduit laying method according to any one of claims 7 to 10, wherein the outer conduit is laid on the ground in a non-open cut by a universal propulsion device capable of bending excavation installed on the ground surface. 地盤の別々の場所に敷設されており相対的に異なる圧力でガスを圧送する第1既設導管及び第2既設導管を、所定の長さ範囲について、同一の経路で地盤に敷設する導管の敷設工法であって、
前記所定の長さ範囲における両側の地盤を各々開削して第1既設導管を露出させるとともに切断する工程と、
一方の第1既設導管の開口端から、第1既設導管よりも相対的に高圧でガスを圧送する小径の内側導管を引き込む工程と、
外管と内管とを有し、内管が外管の管外へ突き抜けて伸長する分岐管を用いて、外管を第1既設導管と外側導管に接続し、内管を第2既設導管と内側導管に接続する工程と、を含む導管の敷設工法。
A method for laying a conduit that lays a first existing conduit and a second existing conduit, which are laid at different locations on the ground, with a relatively different pressure, on the ground in the same route for a predetermined length range Because
Excavating the ground on both sides in the predetermined length range to expose and cut the first existing conduit; and
Drawing a small-diameter inner conduit that pumps gas at a relatively higher pressure than the first existing conduit from the open end of one first existing conduit;
A branch pipe having an outer pipe and an inner pipe, the inner pipe extending through the outer pipe and extending, is connected to the first existing conduit and the outer conduit, and the inner tube is connected to the second existing conduit. And a method of laying the conduit, including connecting to the inner conduit.
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JP2008038948A (en) * 2006-08-02 2008-02-21 Sekisui Chem Co Ltd Water distributing/supplying double pipe, method of laying water distributing/supplying double pipe, branch pipe joint for water distributing/supplying double pipe, and method of branching the double pipe using branch pipe joint
EP2569571B1 (en) 2010-05-12 2017-07-19 Linde Aktiengesellschaft Hydrogen infrastructure
WO2023178842A1 (en) * 2022-03-22 2023-09-28 于善广 Hydrogen transportation pipelines and small movable iron and steel plants

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EP4041675A4 (en) * 2020-10-27 2023-10-25 H2 Clipper, Inc. Hydrogen transport, distribution and storage system, method and apparatus

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JPH04219599A (en) * 1990-12-18 1992-08-10 Osaka Gas Co Ltd Fluid supplying method
JP2000248887A (en) * 1999-02-25 2000-09-12 Tokyo Gas Co Ltd Method for guiding ramer in non-open-cut pipe laying and guide for use in the same

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008038948A (en) * 2006-08-02 2008-02-21 Sekisui Chem Co Ltd Water distributing/supplying double pipe, method of laying water distributing/supplying double pipe, branch pipe joint for water distributing/supplying double pipe, and method of branching the double pipe using branch pipe joint
EP2569571B1 (en) 2010-05-12 2017-07-19 Linde Aktiengesellschaft Hydrogen infrastructure
WO2023178842A1 (en) * 2022-03-22 2023-09-28 于善广 Hydrogen transportation pipelines and small movable iron and steel plants

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