JP4927616B2 - Support device for cryogenic fluid transfer pipe - Google Patents

Support device for cryogenic fluid transfer pipe Download PDF

Info

Publication number
JP4927616B2
JP4927616B2 JP2007089588A JP2007089588A JP4927616B2 JP 4927616 B2 JP4927616 B2 JP 4927616B2 JP 2007089588 A JP2007089588 A JP 2007089588A JP 2007089588 A JP2007089588 A JP 2007089588A JP 4927616 B2 JP4927616 B2 JP 4927616B2
Authority
JP
Japan
Prior art keywords
transfer pipe
support
portions
cross
locking member
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.)
Active
Application number
JP2007089588A
Other languages
Japanese (ja)
Other versions
JP2008248992A (en
Inventor
康弘 上野
直也 森本
一朗 三谷
洋治 岡崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Osaka Gas Co Ltd
Kawasaki Motors Ltd
Original Assignee
Osaka Gas Co Ltd
Kawasaki Jukogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Osaka Gas Co Ltd, Kawasaki Jukogyo KK filed Critical Osaka Gas Co Ltd
Priority to JP2007089588A priority Critical patent/JP4927616B2/en
Publication of JP2008248992A publication Critical patent/JP2008248992A/en
Application granted granted Critical
Publication of JP4927616B2 publication Critical patent/JP4927616B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、トンネル内に敷設に敷設され、LNGなどの低温流体を移送する移送管の浮き上がりを防止することができる低温流体移送管の支持装置に関する。   The present invention relates to a support device for a cryogenic fluid transfer pipe that is laid in a tunnel and can prevent the transfer pipe that transfers a cryogenic fluid such as LNG from being lifted.

トンネル内に敷設される移送管で想定される現象としては、水没と熱収縮とがある。水没は、海底などの水面下に設置されたトンネルに大規模な漏洩が生じた場合、トンネル内に水が浸入し、移送管と移送物と保冷材との合計質量が同体積の水質量未満になるため、トンネル内に敷設された移送管が全長にわたって浮き上がる。このような現象が生じると、移送管に大きな浮力が作用し、移送管の変形および損傷を招き、最悪の場合は移送物の流出に至る。また、移送管が大きく変位し、トンネル内の水の排水後に移送管が正規の支持点に戻らず、移送管の再使用が困難になる。仮に、管本体が健全であっても、すなわち管本体の変形が弾性限度内に収まった場合であっても、正規の支持位置に戻らなければ、配管系として機能せず、再利用することはできない。   As phenomena assumed in the transfer pipe laid in the tunnel, there are submersion and heat shrinkage. In submergence, when a large-scale leak occurs in a tunnel installed under the surface of the sea, such as the seabed, water enters the tunnel, and the total mass of the transfer pipe, transferred material, and cold insulation is less than the water mass of the same volume. Therefore, the transfer pipe laid in the tunnel floats over the entire length. When such a phenomenon occurs, a large buoyancy acts on the transfer pipe, causing deformation and damage to the transfer pipe, and in the worst case, the transferred material flows out. In addition, the transfer pipe is greatly displaced, and the transfer pipe does not return to the normal support point after draining the water in the tunnel, making it difficult to reuse the transfer pipe. Even if the pipe body is healthy, that is, even if the deformation of the pipe body is within the elastic limit, if it does not return to the normal support position, it does not function as a piping system and can be reused. Can not.

前記熱収縮に関しては、凹状に配置された移送管に低温流体を流すと、温度低下によって管本体が熱収縮し、移送管全体が鉛直上方に変位する。このような鉛直上方の力が移送管に作用した状態で地震が発生すると、その移送管には鉛直下方の荷重が重畳し、地震荷重が局所に集中し、移送管に損傷を生じる。   Regarding the thermal contraction, when a low-temperature fluid is caused to flow through a transfer pipe disposed in a concave shape, the pipe body is thermally contracted due to a temperature drop, and the entire transfer pipe is displaced vertically upward. When an earthquake occurs with such a vertically upward force acting on the transfer pipe, the load below the vertical is superimposed on the transfer pipe, the earthquake load is concentrated locally, and the transfer pipe is damaged.

このような水没による問題および熱収縮による問題を解決する従来技術は、たとえば非特許文献1に記載されている。この非特許文献1には、移送管をUボルトによって基台上に拘束する支持装置1a、Uバンドによって移送管を基台上に拘束する支持装置1b、および門形フレームによって移送管を基台上に拘束する支持装置1cが記載されており、これらの支持装置1a〜1cについて次に説明する。   For example, Non-Patent Document 1 discloses a conventional technique for solving such a problem caused by submersion and a problem caused by heat shrinkage. This Non-Patent Document 1 discloses a support device 1a for restraining a transfer pipe on a base by a U bolt, a support device 1b for restraining the transfer pipe on a base by a U band, and a base frame by using a portal frame. The support device 1c restrained on is described, and these support devices 1a-1c are demonstrated below.

図7は従来技術のUボルトを用いる支持装置1aを示す断面図であり、図8は図7の右側から見た支持装置1aの側面図である。この従来技術の支持装置1aは、コンクリートなどによって構築された基礎構造部2上に、H形鋼などによって実現される基台3が固定され、基台3によって移送管4が支持される。Uボルト6は、前記基台3に支持された移送管4に上方から装着され、外ねじが刻設された両端部は、フラットバー7を厚み方向に挿通されて、ナット8が螺着される。フラットバー7は、基台3の上方に配置されるフランジの一側縁部に溶接され、移送管4に管軸Lに垂直な方向、すなわち水平方向Xおよび鉛直方向Yへの変位を拘束することができるが、Uボルト6はたとえば口径75mmを超えるような大口径の移送管に対しては、部材強度が不足するため、適用することができない。   FIG. 7 is a sectional view showing a support device 1a using a U-bolt according to the prior art, and FIG. 8 is a side view of the support device 1a as seen from the right side of FIG. In this conventional support device 1a, a base 3 realized by H-shaped steel or the like is fixed on a foundation structure 2 constructed of concrete or the like, and a transfer pipe 4 is supported by the base 3. The U bolt 6 is mounted on the transfer pipe 4 supported on the base 3 from above, and both ends where external screws are engraved are inserted through the flat bar 7 in the thickness direction, and the nut 8 is screwed. The The flat bar 7 is welded to one side edge of the flange disposed above the base 3 and restrains the displacement in the direction perpendicular to the tube axis L, that is, in the horizontal direction X and the vertical direction Y, to the transfer pipe 4. However, the U-bolt 6 cannot be applied to a transfer pipe having a large diameter exceeding, for example, 75 mm because the member strength is insufficient.

図9は他の従来技術のUバンドを用いる支持装置1bを示す断面図であり、図10は図9の右側から見た支持装置1bの側面図である。この従来技術の支持装置1bは、コンクリートなどによって構築された基礎構造部2上に、H形鋼などによって実現される基台3が固定され、基台3によって移送管4が支持される。Uバンド10は、前記基台3に支持された移送管4に上方から装着され、複数のボルト12およびナット13によって基台3に支持されるが、金属製の管本体が保温材または保冷材によって被覆された移送管4では、移送管4を支持する基台3との摩擦が移送管4の温度変化に伴う熱伸縮の妨げとなり、保温材および保冷材が損傷してしまうため、保温材または保冷材が装着される移送管4の固定には、適用することができない。   FIG. 9 is a cross-sectional view showing a supporting device 1b using another conventional U-band, and FIG. 10 is a side view of the supporting device 1b as seen from the right side of FIG. In this conventional support device 1b, a base 3 realized by H-shaped steel or the like is fixed on a foundation structure 2 constructed of concrete or the like, and a transfer pipe 4 is supported by the base 3. The U band 10 is mounted on the transfer pipe 4 supported by the base 3 from above and is supported by the base 3 by a plurality of bolts 12 and nuts 13, but the metal pipe body is a heat insulating material or a cold insulating material. In the transfer pipe 4 covered with the heat insulating material, the friction with the base 3 supporting the transfer pipe 4 hinders thermal expansion and contraction accompanying the temperature change of the transfer pipe 4 and damages the heat insulating material and the cold insulating material. Or it cannot apply to fixation of the transfer pipe 4 with which a cold insulating material is mounted | worn.

図11はさらに他の従来技術の門形フレームを用いる支持装置1cを示す断面図である。この従来技術の支持装置1cは、コンクリートなどによって構築された基礎構造部2に、一対の支柱14a,14bが立設され、各支柱14a,14bが水平部材15a,15bによって連結されて、門形フレーム16が形成される。各支柱14a,14bおよび各水平部材15a,15bは、断面凹状の溝形鋼などの形鋼材から成る。各支柱14a,14bの相互に対向する内面には、案内受部17a,17bが設けられ、各水平部材15a,15bには案内受部18a,18bが設けられる。これらの案内受部17a,17b;18a,18bには、移送管4の外周部に設けられる案内突部19a,19b;20a,20bが嵌まり込み、移送管4の管軸L方向に伸縮変位を許容し、かつ水平方向Xおよび鉛直方向Yの変位を阻止することができるように構成されている。   FIG. 11 is a cross-sectional view showing a supporting device 1c using still another conventional portal frame. The support device 1c according to the prior art includes a foundation structure 2 constructed of concrete or the like, and a pair of support posts 14a and 14b are erected, and the support posts 14a and 14b are connected to each other by horizontal members 15a and 15b. A frame 16 is formed. Each support | pillar 14a, 14b and each horizontal member 15a, 15b consist of shape steel materials, such as channel steel with a cross-sectional concave shape. Guide receiving portions 17a and 17b are provided on the inner surfaces of the columns 14a and 14b facing each other, and guide receiving portions 18a and 18b are provided on the horizontal members 15a and 15b. In these guide receiving portions 17a, 17b; 18a, 18b, guide projections 19a, 19b; 20a, 20b provided on the outer peripheral portion of the transfer pipe 4 are fitted, and are expanded and contracted in the tube axis L direction of the transfer pipe 4. And displacement in the horizontal direction X and the vertical direction Y can be prevented.

このような支持装置1cは、上方の水平部材15aを各支柱14a,14bに連結しない状態で移送管4を設置し、移送管4の設置後でなければ前記上方の水平部材15aを各支柱14a,14bに連結することができないため、作業効率が悪い。また門形フレーム16は重量が大きいため、狭いトンネル内などでは作業性が悪く、材料コストおよび施工コストが高価になってしまうという問題がある。   In such a support device 1c, the transfer pipe 4 is installed in a state where the upper horizontal member 15a is not connected to each of the columns 14a and 14b, and if the transfer tube 4 is not installed, the upper horizontal member 15a is connected to each column 14a. , 14b, the work efficiency is poor. Moreover, since the portal frame 16 is heavy, there is a problem that workability is poor in a narrow tunnel and the material cost and construction cost are increased.

成瀬 廸著 「配管設計講座」 日本工業出版株式会社、昭和50年3月31日改定第5版発行 (p.234-p.238)Satoshi Naruse “Piping Design Course” published by Nihon Kogyo Publishing Co., Ltd., revised on March 31, 1975 (p.234-p.238)

本発明の目的は、移送管の敷設作業の作業性を向上するとともに材料コストおよび施工コストを低減して、移送管の水平変位および鉛直変位を拘束することができる低温流体移送管の支持装置を提供することである。   An object of the present invention is to provide a supporting device for a cryogenic fluid transfer pipe capable of improving the workability of the transfer pipe laying operation and reducing the material cost and the construction cost and restraining the horizontal displacement and the vertical displacement of the transfer pipe. Is to provide.

本発明は、低温流体が通過する移送管を、下方から支持する支持体と、前記移送管の両側方に立設される一対の支柱と、各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、
第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成されることを特徴とする低温流体移送管の支持装置である。
The present invention includes a support body that supports a transfer pipe through which a cryogenic fluid passes from below, a pair of support columns provided on both sides of the transfer tube, and at least the portions closest to each support column. look including a pair of locking members which are connected respectively to protrude inward from the upper a and the side edge than the side edge of the transfer tube,
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. Made of short material,
A plurality of bolt insertion holes, through which the shaft portions of the bolts are inserted, are formed in the first and second parts, respectively .

本発明に従えば、LNGなどの低温流体を移送する移送管は、支持体によって支持され、一対の支柱によって両側方への変位が抑止される。各支柱には、係止部材がそれぞれ設けられる。各係止部材は、少なくとも相互に最も近接する部分が、移送管の各側縁部よりも上方に配置されるとともに、各側縁部よりも相互に近接する側である内側に突出するように、各支柱に連結される。   According to the present invention, the transfer pipe for transferring a low-temperature fluid such as LNG is supported by the support body, and displacement to both sides is suppressed by the pair of support columns. Each strut is provided with a locking member. Each locking member is arranged such that at least the portions closest to each other are disposed above each side edge of the transfer pipe and protrude inward, which is a side closer to each other than each side edge. , Connected to each column.

このような各係止部材は、移送管がトンネル内における水没による浮力、地震荷重および熱伸縮によって、鉛直上方へ移動しようとしても、各係止部材間の間隔が移送管の直径よりも小さいため、移送管は各係止部材間を通過することができず、鉛直上方への変位が阻止される。各係止部材が短尺材から成り、前記従来技術の門形フレームを用いる支持装置1cのように、各支柱14a,14bの上端部は水平部材によって連結する必要がなく、移送管を各支柱間に設置した後、各支柱に各係止部材をそれぞれ取付ければよく、材料コストおよび施工コストを削減することができる。また各支柱に重量が大きい水平部材を連結する必要がなく、短尺材である係止部材を取付るだけでよいので、狭いトンネル内などであっても、作業性が良好であり、移送管の敷設作業の作業性が向上される。   Each of these locking members has a distance between the locking members smaller than the diameter of the transfer pipe even if the transfer pipe tries to move vertically upward due to buoyancy due to submergence in the tunnel, seismic load, and thermal expansion and contraction. The transfer pipe cannot pass between the respective locking members and is prevented from being displaced vertically upward. Each locking member is made of a short material, and the upper ends of the columns 14a and 14b do not need to be connected by a horizontal member as in the support device 1c using the portal frame of the prior art, and the transfer pipe is connected between the columns. After the installation, the respective locking members may be attached to the respective columns, and the material cost and the construction cost can be reduced. In addition, it is not necessary to connect a heavy horizontal member to each column, and it is only necessary to attach a locking member, which is a short material, so that workability is good even in a narrow tunnel, etc. Workability of laying work is improved.

また、各係止部材は断面が略L字状の短尺材から成り、第1部分の一側部に断面幅が異なる第2部分がほぼ直角に連なった構成を有する。これらの第1部分および第2部分には複数のボルト挿通孔がそれぞれ形成され、第1部分および第2部分のいずれか一方を各支柱にボルトによって固定することができる。第1部分を各支柱に固定した場合には、第2部分が相互に近接する方向に突出し、各第2部分によって移送管の浮き上がりを阻止することができる。また第2部分を各支柱にボルトによって固定した場合には、第1部分が相互に近接する方向に突出し、各第1部分によって移送管の浮き上がりを阻止することができる。このように第1部分および第2部分のいずれか一方を支持部材に固定することによって、第1部分および第2部分のいずれか他方を各支柱から突出させて移送管との接触位置を変更することができ、これによって係止部材の周囲を増加させずに、移送管の浮き上がり許容量を調整することができる。 Each locking member in cross-section consists of substantially L-shaped short member has a configuration in which the second portion cross-sectional width on one side of the first portion is different, which are arranged in this substantially perpendicular. A plurality of bolt insertion holes are formed in the first part and the second part, respectively, and either one of the first part and the second part can be fixed to each column with a bolt. When the first portion is fixed to each column, the second portion protrudes in a direction close to each other, and the lifting of the transfer pipe can be prevented by each second portion. In addition, when the second part is fixed to each column with a bolt, the first part protrudes in a direction close to each other, and the first part can prevent the transfer pipe from being lifted. In this way, by fixing either the first part or the second part to the support member, the other part of the first part or the second part protrudes from each column to change the contact position with the transfer pipe. It is possible to adjust the allowable amount of lifting of the transfer pipe without increasing the periphery of the locking member.

また本発明低温流体が通過する移送管を、下方から支持する支持体と、
前記移送管の両側方に立設される一対の支柱と、
各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成され、各ボルト挿通孔は、断面幅方向に延びる長孔であることを特徴とする低温流体移送管の支持装置である
The present invention also provides a support for supporting a transfer pipe through which a cryogenic fluid passes from below,
A pair of struts erected on both sides of the transfer pipe;
A pair of locking members that are connected to the respective struts by projecting at least the portions closest to each other above each side edge of the transfer pipe and projecting inward from each side edge;
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. A plurality of bolt insertion holes through which the shaft portions of the bolts are inserted, and each bolt insertion hole is a long hole extending in the cross-sectional width direction. The supporting device for the cryogenic fluid transfer pipe .

本発明に従えば、各係止部材は断面略L字状の短尺材から成り、第1部分の一側部に断面幅が異なる第2部分がほぼ直角に連なって形成され、これらの第1および第2部分には複数のボルト挿通孔がそれぞれ形成され、これらのボルト挿通孔は第1および第2部分の断面幅方向に延びる長孔とされ、このようなボルト挿通孔を用いて第1部分または第2部分がボルトによって各支柱に固定される。このように各係止部材が構成されるので、各支柱に第1部分および第2部分のいずれか一方を前記ボルトによって固定したとき、第1部分および第2部分のいずれか他方が相互に近接する方向に突出し、このような各支柱に対する取付け部分を選択することによって、移送管の浮き上がりに対する許容量を係止部材の種類を増加させずに調整することができる。また第1および第2部分に形成されるボルト挿通孔が長孔とされるので、各支持部材に固定される部分が第1部分および第2部分のいずれであっても、各係止部材の各支柱に対する取付け位置を各支柱が延びる方向に調整することができ、これによって浮き上がり許容量を大きくし、移送管への接触位置を微調整することが可能となる。   According to the present invention, each locking member is made of a short material having a substantially L-shaped cross section, and a second portion having a different cross-sectional width is formed on one side of the first portion so as to be substantially perpendicular to each other. A plurality of bolt insertion holes are respectively formed in the second portion, and the bolt insertion holes are elongated holes extending in the cross-sectional width direction of the first and second portions, and the first portion is formed by using such bolt insertion holes. The part or the second part is fixed to each column by bolts. Since each locking member is configured in this way, when one of the first part and the second part is fixed to each column with the bolt, the other of the first part and the second part is close to each other. By selecting the mounting portion for each support column, the allowable amount for the lifting of the transfer pipe can be adjusted without increasing the type of the locking member. Further, since the bolt insertion holes formed in the first and second parts are elongated holes, even if the part fixed to each support member is either the first part or the second part, The mounting position with respect to each column can be adjusted in the direction in which each column extends, thereby increasing the allowable floating amount and finely adjusting the contact position with the transfer pipe.

また本発明低温流体が通過する移送管を、下方から支持する支持体と、
前記移送管の両側方に立設される一対の支柱と、
各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成され、各支柱には、前記ボルトの軸部が挿通し、各支柱の長手方向に延びる複数の案内長孔がそれぞれ形成されることを特徴とする低温流体移送管の支持装置である
The present invention also provides a support for supporting a transfer pipe through which a cryogenic fluid passes from below,
A pair of struts erected on both sides of the transfer pipe;
A pair of locking members that are connected to the respective struts by projecting at least the portions closest to each other above each side edge of the transfer pipe and projecting inward from each side edge;
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. The first and second portions are formed with a plurality of bolt insertion holes through which the bolt shaft portions are inserted, and the shaft portions of the bolts are inserted into the respective struts. A supporting device for a cryogenic fluid transfer pipe, wherein a plurality of elongated guide holes extending in a direction are formed.

本発明に従えば、各係止部材は断面略L字状の短尺材から成り、第1部分の一側部に断面幅が異なる第2部分がほぼ直角に連なり、これらの第1部分および第2部分には複数のボルト挿通孔がそれぞれ形成さる。このような各係止部材は、第1および第2部分が選択的にボルトによって固定され、移送管との接触位置を調整することができる。このような係止部材が取付けられる各支柱には、複数の案内長孔が各支柱の長手方向に延びてそれぞれ形成される。このように各支柱には、案内長孔が形成されるので、係止部材の支柱に対する取付け位置を各案内長孔に沿って移動させることができ、これによって浮き上がり許容量を各案内長孔が形成される範囲で微調整することが可能となる。   According to the present invention, each locking member is made of a short material having a substantially L-shaped cross section, and a second portion having a different cross-sectional width is connected to one side of the first portion at a substantially right angle. A plurality of bolt insertion holes are respectively formed in the two portions. In each of such locking members, the first and second portions are selectively fixed by bolts, and the contact position with the transfer pipe can be adjusted. In each column to which such a locking member is attached, a plurality of guide long holes are formed extending in the longitudinal direction of each column. Thus, since each guide post is formed with a guide long hole, the mounting position of the locking member with respect to the post can be moved along each guide long hole. Fine adjustment can be made within the range to be formed.

本発明によれば、移送管の鉛直上方への変位が各支柱に設けられる係止部材によって阻止されるので、前記従来技術のように、重量の大きな水平部材を移送管を設置した後に各支柱に取付ける必要がなくなり、移送管の敷設時の作業性を向上することができる。また係止部材は前記水平部材に比べて部材が小さくてすむので、材料コストを軽減することができる。   According to the present invention, since the vertical displacement of the transfer pipe is prevented by the locking member provided on each column, each column after the heavy horizontal member is installed on the transfer tube as in the prior art. This eliminates the need to attach the transfer pipe and improves the workability when laying the transfer pipe. Further, since the locking member is smaller than the horizontal member, the material cost can be reduced.

た、係止部材は断面幅が異なる第1部分と第2部分とを有する断面略L字状の短尺材から成るので、各支柱に第1部分および第2部分のいずれか一方を連結することによって、第1部分および第2部分のいずれか他方を各支柱から突出させ、移送管に対する浮き上がり許容量を調整することができる。これによって浮き上がり許容量が大きく異なる場合であっても、むやみに係止部材の種類が増加せず、材料コストおよび施工コストを少なくして浮き上がり許容量に対して設計上の自由度を向上し、浮き上がり許容量の調整範囲を大きくすることができる。 Also, the locking member is so made of substantially L-shaped cross-section of the short member having a first portion and a second portion cross-sectional width are different, for connecting one of the first and second parts to each strut Accordingly, the other of the first part and the second part can be protruded from each column, and the allowable lifting amount with respect to the transfer pipe can be adjusted. As a result, even if the allowable amount of lift differs greatly, the type of locking member does not increase unnecessarily, reducing the material cost and construction cost, improving the degree of freedom in design for the allowable amount of lift, The adjustment range of the allowable lifting amount can be increased.

さらに本発明によれば、各係止部材の第1部分および第2部分のいずれにも複数のボルト挿通孔がそれぞれ形成され、これらのボルト挿通孔は断面幅方向に延びる長孔であるので、各係止部材を各支柱に対して第1および第2部分のいずれか一方が突出するように選択的に取付けることによって、浮き上がり許容量を調整することができるとともに、前記ボルト挿通孔が延びる方向に沿って、その取付位置で各係止部材を変位させることができ、これによってもまた、浮き上がり許容量を微調整することが可能であり、浮き上がり許容量の調整範囲をさらに大きくすることができる。   Furthermore, according to the present invention, a plurality of bolt insertion holes are formed in each of the first portion and the second portion of each locking member, and these bolt insertion holes are elongated holes extending in the cross-sectional width direction. A direction in which the bolt insertion hole extends can be adjusted by selectively attaching each locking member so that either one of the first and second portions protrudes from each column. , Each locking member can be displaced at the mounting position thereof, and this also makes it possible to finely adjust the allowable amount of lifting and further increase the adjustment range of the allowable amount of lifting. .

さらに本発明によれば、各係止部材の第1および第2部分には複数のボルト挿通孔がそれぞれ形成され、各支柱には案内長孔がそれぞれ形成されるので、各係止部材を各支柱に対して第1および第2部分のいずれか一方が突出するように取付けることによって、浮き上がり許容量を調整することができるとともに、各係止部材の各支柱に対する取付位置を案内長孔に沿って移動させることができるので、これによってもまた、浮き上がり許容量の微調整が可能となり、簡単な構成によって浮き上がりに対する許容量を大きくすることができる。   Furthermore, according to the present invention, a plurality of bolt insertion holes are formed in the first and second portions of each locking member, and a guide long hole is formed in each column. By mounting so that one of the first and second parts protrudes from the support column, the floating allowance can be adjusted, and the mounting position of each locking member with respect to each support column can be adjusted along the guide slot. This also makes it possible to finely adjust the allowable amount of lift, and to increase the allowable amount of lift with a simple configuration.

図1は本発明の実施の一形態の低温流体移送管の支持装置30を示す断面図であり、図2は図1の切断面線II−IIから見た断面図であり、図3は支持装置30が設置されるトンネル全体の断面図である。   FIG. 1 is a cross-sectional view showing a cryogenic fluid transfer pipe support device 30 according to an embodiment of the present invention, FIG. 2 is a cross-sectional view taken along section line II-II in FIG. 1, and FIG. It is sectional drawing of the whole tunnel in which the apparatus 30 is installed.

本実施形態の支持装置30は、トンネル31の底部にコンクリートによって構築された基礎構造部32上に均しモルタル層33を介して設置され、LNGなどの低温流体が通過する移送管34を下方から支持する支持体35と、移送管34の両側方に立設される一対の支柱36a,36bと、各支柱36a,36bの上部に連結される一対の係止部材50a,50bとを有する。前記トンネル31は、内径がたとえば2.4mであって、移送管34を支持装置30によって敷設した状態で、作業者が敷設作業を行なうことができる作業空間が確保されている。   The support device 30 of the present embodiment is installed via a leveling mortar layer 33 on a foundation structure portion 32 constructed of concrete at the bottom of a tunnel 31, and passes through a transfer pipe 34 through which a low-temperature fluid such as LNG passes from below. It has a support 35 to be supported, a pair of support columns 36a and 36b erected on both sides of the transfer pipe 34, and a pair of locking members 50a and 50b connected to the upper portions of the support columns 36a and 36b. The tunnel 31 has an inner diameter of, for example, 2.4 m, and a work space in which an operator can perform laying work in a state where the transfer pipe 34 is laid by the support device 30 is secured.

このようなトンネル31内に敷設される移送管34は、管本体37と、管本体37を外囲するように装着される保冷断熱体8と、保冷断熱体8を被うカバー体39とを有する。   The transfer pipe 34 laid in such a tunnel 31 includes a pipe main body 37, a cold insulation heat insulator 8 attached so as to surround the pipe main body 37, and a cover body 39 covering the cold insulation heat insulator 8. Have.

管本体37は、インバー合金から成る。このインバー合金は、線膨張係数がステンレス鋼の約1/10と小さく、直管だけによって配管系全長を構成することができる。またこのインバー合金は、ステンレス鋼SUS304と同等の強度および低温特性を有する。このような管本体37は、口径が、たとえば318.5mm、板厚6.0mmの直管が用いられるが、これに限定するものではない。   The pipe body 37 is made of an Invar alloy. This Invar alloy has a linear expansion coefficient as small as about 1/10 that of stainless steel, and the entire length of the piping system can be constituted by only a straight pipe. This Invar alloy has the same strength and low temperature characteristics as stainless steel SUS304. For such a pipe body 37, a straight pipe having a diameter of, for example, 318.5 mm and a plate thickness of 6.0 mm is used, but is not limited thereto.

保冷断熱体8は、管本体37を介する内層40aと、内層40aを介する外層40bとを有する。これらの内層40aおよび外層40bは、硬質発泡ウレタンから成り、管本体37内を流れるLNGが−160℃程度であるため、この極低温の流体による管本体37の熱収縮による応力の発生を抑制している。   The cold insulation insulator 8 has an inner layer 40a through the tube body 37 and an outer layer 40b through the inner layer 40a. The inner layer 40a and the outer layer 40b are made of rigid foamed urethane, and the LNG flowing in the tube body 37 is about −160 ° C. Therefore, the generation of stress due to the thermal contraction of the tube body 37 due to the cryogenic fluid is suppressed. ing.

カバー体39は、一対の半円筒状のカバー部分41a,41bと、各カバー部分41a,41bの周方向両端部にそれぞれ半径方向外方に突出して設けられる各一対のねじ受け金具42a,42bと、各カバー部分41a,41bの管軸Lを含む仮想一水平面が交差する両側部から突出して設けられる当接部材43a,43bと、周方向に対向するねじ受け金具42a,42bに装着されるボルト44と、各ねじ受け金具42a,42bに装着されたボルト44にそれぞれ螺着されるナット45とを有する。前記各カバー部分41a,41bは、鋼板から成る。   The cover body 39 includes a pair of semi-cylindrical cover portions 41a and 41b, and a pair of screw receiving brackets 42a and 42b provided to project radially outward from both circumferential ends of the cover portions 41a and 41b. Abutting members 43a and 43b provided to project from both sides intersecting a virtual horizontal plane including the tube axis L of each cover portion 41a and 41b, and bolts attached to circumferentially opposed screw receiving brackets 42a and 42b 44 and nuts 45 respectively screwed to bolts 44 attached to the respective screw receiving brackets 42a and 42b. Each of the cover portions 41a and 41b is made of a steel plate.

前述の周方向に対向するねじ受け金具42a,42b、ボルト44およびナット45は、周方向に間隔をあけて上下2個所の結合部46a,46bを構成する。これらの結合部46a,46bは、管軸Lを含む仮想一鉛直面に関して周方向に約45°程度位置をずらせて軸対称に配置される。すなわち、一方の結合部46aは、管軸Lを含む仮想一水平面よりも上方で、かつ前記仮想一鉛直面よりも他方の支柱36b寄りに配置される。また他方部の結合部46bは、前記仮想一水平面よりも下方で、かつ一方の支柱36a寄りに配置される。   The aforementioned screw receiving brackets 42a and 42b, bolts 44, and nuts 45 that face each other in the circumferential direction constitute two joint portions 46a and 46b that are spaced apart in the circumferential direction. These coupling portions 46a and 46b are arranged symmetrically with respect to an imaginary vertical plane including the tube axis L with a position shifted by about 45 ° in the circumferential direction. That is, one coupling portion 46a is disposed above the virtual one horizontal plane including the tube axis L and closer to the other column 36b than the virtual one vertical plane. Further, the other coupling portion 46b is disposed below the virtual horizontal plane and closer to the one pillar 36a.

このように各結合部46a,46bが設けられるので、その周囲にボルト44およびナット45を締付ける作業空間を確保することができるとともに、各支柱36a,36bとの干渉を回避し、移送管34の最下部に断面凹状の支持脚体47を設けることができる。この支持脚体47は、前述の各カバー部分41a,41bと同一材料から成り、各上端部が他方のカバー部分41bに溶接して接合され、前記支持体35の略水平で平坦な上面48に支持され、安定に移送管34を支持している。   Thus, since each coupling | bond part 46a, 46b is provided, while working space which tightens the volt | bolt 44 and the nut 45 around it can be ensured, interference with each support | pillar 36a, 36b can be avoided, and the transfer pipe 34 can be prevented. A support leg 47 having a concave cross section can be provided at the bottom. This support leg 47 is made of the same material as each of the cover portions 41a and 41b described above, and each upper end portion is welded and joined to the other cover portion 41b, and is attached to the substantially horizontal and flat upper surface 48 of the support 35. It is supported and supports the transfer pipe 34 stably.

各支柱36a,36bの上端部には、係止部材50a,50bが設けられる。各係止部材50a,50bは、板状の第1部分51a,51bと、第1部分51a,51bの一側部(図1では下端部)に直角に連なり、第1部分51a,51bとはその断面幅aに対して断面幅bが異なる板状の第2部分52a,52bとを有し、移送管34の各側縁部である各当接部材43a,43bよりも内側、すなわち相互に近接する方向に突出してそれぞれ設けられている。   Locking members 50a and 50b are provided at the upper ends of the columns 36a and 36b. Each locking member 50a, 50b is connected at right angles to the plate-like first portions 51a, 51b and one side portion (lower end portion in FIG. 1) of the first portions 51a, 51b, and the first portions 51a, 51b The plate-like second portions 52a and 52b having different cross-sectional widths b with respect to the cross-sectional width a, and inside the contact members 43a and 43b that are the side edges of the transfer pipe 34, that is, mutually They are provided so as to protrude in the approaching direction.

各第2部分52a,52bの下面と各当接部材43a,43bの上面とは、鉛直方向に間隔ΔL1,ΔL2をあけて離間し、これらの間隔ΔL1,ΔL2が移送管34の浮き上がり許容量とされる。また、各当接部材43a,43bは各支柱36a,36bに対して水平方向に間隔ΔL3,ΔL4をあけて離間し、これらの間隔ΔL3,ΔL4が移送管34の水平方向変位の許容量とされる。   The lower surfaces of the second portions 52a and 52b and the upper surfaces of the contact members 43a and 43b are spaced apart from each other in the vertical direction by the spaces ΔL1 and ΔL2, respectively. Is done. Further, the contact members 43a and 43b are spaced apart from each of the columns 36a and 36b in the horizontal direction with an interval ΔL3 and ΔL4, and these intervals ΔL3 and ΔL4 are allowed to move in the horizontal direction of the transfer pipe 34. The

図4は一方の係止部材50aが設けられる支柱36aの上端部付近の拡大断面図であり、図5は一方の係止部材50aおよびその近傍の拡大斜視図である。なお、他方の係止部材50bは、一方の係止部材50aと同様に支柱36bの上端部に管軸Lを含む仮想一鉛直面に関して左右対称に設けられるため、重複を避けて説明は省略する。前記一方の係止部材50aは、前述したように第1部分51aと第2部分52aとを有し、断面形状が略L字状に形成され、図1〜図5では断面幅bの小さい第2部分52aを下方にして、第1部分51aが各一対のボルト53およびナット54によって、支柱36aの上端部に着脱可能に取付けられている。   FIG. 4 is an enlarged cross-sectional view of the vicinity of the upper end of the column 36a on which one locking member 50a is provided, and FIG. 5 is an enlarged perspective view of one locking member 50a and the vicinity thereof. Since the other locking member 50b is provided symmetrically with respect to a virtual one vertical plane including the tube axis L at the upper end portion of the support column 36b like the one locking member 50a, description thereof is omitted to avoid duplication. . As described above, the one locking member 50a has the first portion 51a and the second portion 52a, has a substantially L-shaped cross section, and has a small cross section width b in FIGS. The first portion 51a is detachably attached to the upper end portion of the column 36a by a pair of bolts 53 and nuts 54 with the two portions 52a facing downward.

各支柱36a,36bは、軸直角断面が略T字状のT形鋼から成り、下端部が支持体35にフランジ部55を対向させた状態で、平行に立設される。各係止部材50a,50bは、前述のボルト53およびナット54によって、このフランジ部55に第1部分51a,51bを平行にして当接させた状態で着脱可能に連結される。   Each of the columns 36a, 36b is made of T-shaped steel having a substantially T-shaped cross section perpendicular to the axis, and the lower end portion thereof is erected in parallel with the flange portion 55 facing the support body 35. Each locking member 50a, 50b is detachably connected by the above-described bolt 53 and nut 54 in a state where the first portions 51a, 51b are in contact with the flange portion 55 in parallel.

このような構成によって各係止部材50a,50bが各支柱36a,36bの上端部にボルト53およびナット54によって着脱可能に設けられるので、移送管34が支持装置30に対して高い位置に配置されている個所では、各係止部材50a,50bを各支柱36a,36bに対して、第2部分52a,52bを上方にして上下に反転し、ボルト53およびナット54によって各支柱36a,36bに取付けることができる。これによって係止部材50a,50b、ボルト53およびナット54を用いて各当接部材43a,43bの各係止部材50a,50bへの当接位置を容易に変更し、あるいは移送管34の浮き上がり許容量ΔL1,ΔL2を変更することができる。   With such a configuration, the locking members 50a and 50b are detachably provided at the upper ends of the columns 36a and 36b with bolts 53 and nuts 54, so that the transfer pipe 34 is disposed at a high position with respect to the support device 30. In this place, the locking members 50a and 50b are turned upside down with the second portions 52a and 52b upward with respect to the columns 36a and 36b, and attached to the columns 36a and 36b with bolts 53 and nuts 54. be able to. As a result, the contact positions of the contact members 43a and 43b with the lock members 50a and 50b can be easily changed using the lock members 50a and 50b, the bolt 53, and the nut 54, or the transfer pipe 34 can be lifted. Capacitances ΔL1 and ΔL2 can be changed.

また各係止部材50a,50bは断面略L字状の形鋼材から成るので、前記従来技術のように重量の大きい水平部材を各支柱36a,36b間にわたって取付ける必要がなく、容易かつ迅速に各係止部材50a,50bを各支柱36a,36bに正確に位置決めして取付けることができ、トンネル31内の狭い空間であっても、作業性が良好であり、移送管34の敷設時における作業性が向上される。しかも、前述のように単一の係止部材50a,50bを用いて当接位置または浮き上がり許容量ΔL1,ΔL2を変更することができるので、部材点数が少なくてすみ、材料コストおよび施工コストを低減することができる。   Further, since each of the locking members 50a and 50b is made of a structural steel material having a substantially L-shaped cross section, it is not necessary to attach a heavy horizontal member between the columns 36a and 36b as in the prior art, and each of the locking members 50a and 50b can be easily and quickly performed. The locking members 50a and 50b can be accurately positioned and attached to the respective columns 36a and 36b, and workability is good even in a narrow space in the tunnel 31, and workability when the transfer pipe 34 is laid. Is improved. In addition, as described above, the contact position or the floating allowances ΔL1 and ΔL2 can be changed using the single locking members 50a and 50b, so that the number of members can be reduced and the material cost and the construction cost can be reduced. can do.

なお、参考までに述べると、各係止部材50a,50bの第1部分51a,51bの断面幅aは125mmであり、第2部分52a,52bの断面幅bは20〜30mmであり、このような断面に垂直な見込幅cは150mmである。このような係止部材50a,50bによって移送管34の鉛直上方への変位が間隔ΔL1,ΔL2を許容量として阻止され、トンネル31内における水没による浮力、熱収縮および地震荷重などによって移送管34が支持装置30から大きく離脱してしまうことが防がれる。保冷断熱体38の損傷、さらには管本体37の損傷を防ぐことができる。このように係止部材50a,50bを用いることによって、トンネル内に搬入される部品重量を大幅に削減することができ、部品の運搬性および取付け作業性を格段に向上することができる。   For reference, the cross-sectional width a of the first portions 51a and 51b of the locking members 50a and 50b is 125 mm, and the cross-sectional width b of the second portions 52a and 52b is 20 to 30 mm. The expected width c perpendicular to the cross section is 150 mm. By such locking members 50a and 50b, the upward displacement of the transfer pipe 34 is prevented with the intervals ΔL1 and ΔL2 as an allowable amount. It is possible to prevent the detachment from the support device 30. It is possible to prevent damage to the cold insulation insulator 38 and further damage to the tube body 37. By using the locking members 50a and 50b as described above, the weight of components carried into the tunnel can be greatly reduced, and the transportability and mounting workability of the components can be greatly improved.

図6は、本発明の実施のさらに他の形態の低温流体移送管の支持装置に用いられる係止部材50aおよび支柱36aを示す一部の拡大斜視図である。なお、前述の実施例と対応する部分には同一の参照符を付し、重複を避けて説明は省略する。また各係止部材50a,50bおよび各支柱36a,36bは同様な構成であるため、一方の係止部材50aおよび支柱36aについて説明する。本実施の形態では、係止部材50aの第1部分51aの断面幅aよりも第2部分52aの断面幅bが大きく、第1,第2部分51a,52aのいずれにもボルト53の軸部が挿通するボルト挿通孔である各一対の長孔59,60がそれぞれ平行に形成される。   FIG. 6 is a partially enlarged perspective view showing a locking member 50a and a column 36a used in a cryogenic fluid transfer pipe support apparatus according to still another embodiment of the present invention. The parts corresponding to those in the above-described embodiment are denoted by the same reference numerals, and description thereof is omitted to avoid duplication. Further, since the locking members 50a and 50b and the support columns 36a and 36b have the same configuration, only the locking member 50a and the support column 36a will be described. In the present embodiment, the cross-sectional width b of the second portion 52a is larger than the cross-sectional width a of the first portion 51a of the locking member 50a, and the shaft portion of the bolt 53 is included in both the first and second portions 51a and 52a. A pair of elongated holes 59 and 60 which are bolt insertion holes through which are inserted are formed in parallel.

このような係止部材50aの構成を採用することによって、支柱36aのフランジ部55に形成された一対のボルト挿通孔61を挿通した各ボルト53の軸部を第1部分51の長孔59に挿通してナット54を螺着し、第1部分51aを支柱36aのフランジ部55に着脱可能に連結することができる。しかも移送管34の浮き上がり許容量または当接位置を微調整したい場合は、ナット54をゆるめた状態で係止部材50aを長孔59に沿って上下に移動させ、あるいは第2部分52aの長孔60にボルト53の軸部を挿通させて第2部分52aを支柱36aのフランジ部55に対向させ、長孔60に沿って高さ位置を微調整して、最適な高さ位置に係止部材50aを設置することができる。   By adopting such a configuration of the locking member 50 a, the shaft portion of each bolt 53 inserted through the pair of bolt insertion holes 61 formed in the flange portion 55 of the column 36 a is used as the long hole 59 of the first portion 51. The first portion 51a can be detachably connected to the flange portion 55 of the support post 36a by inserting the nut 54 and screwing it. In addition, when it is desired to finely adjust the allowable floating amount or the contact position of the transfer pipe 34, the locking member 50a is moved up and down along the long hole 59 with the nut 54 loosened, or the long hole of the second portion 52a. 60, the shaft portion of the bolt 53 is inserted, the second portion 52a is made to face the flange portion 55 of the column 36a, and the height position is finely adjusted along the long hole 60, so that the locking member is placed at the optimum height position. 50a can be installed.

このような本実施の形態においてもまた、前述の実施の形態と同様な効果を達成するとともに、各支柱36a,36bにボルト53およびナット54によって結合される部分は第1部分51a,51bまたは第2部分52a,52bを対向させて連結することができ、第1および第2部分51a,51b;52a,52bの断面幅a,bの相違による当接位置または浮き上がり許容量ΔL1,ΔL2を微調整することができる。しかも第1部分51a,51bおよび第2部分52a,52bのいずれを支柱36a,36bに当接させて連結した場合であっても、長孔59,60によって係止部材50a,50bの支柱36a,36bに対する高さ位置を微調整することができ、これによって係止部材50a,50bによる移送管34の浮き上がり調整量または係止位置を広範囲で許容することが可能となる。   In this embodiment as well, the same effect as that of the above-described embodiment is achieved, and the portions connected to the respective columns 36a and 36b by the bolts 53 and the nuts 54 are the first portions 51a and 51b or the first portions. The two portions 52a and 52b can be connected to face each other, and the contact position or the floating allowances ΔL1 and ΔL2 due to the difference in the cross-sectional widths a and b of the first and second portions 51a and 51b are finely adjusted. can do. Moreover, even if any of the first portions 51a and 51b and the second portions 52a and 52b is brought into contact with the support columns 36a and 36b, the support members 36a and 50b of the locking members 50a and 50b are connected by the long holes 59 and 60. It is possible to finely adjust the height position with respect to 36b, thereby allowing the adjustment amount or the locking position of the transfer pipe 34 by the locking members 50a and 50b to be allowed in a wide range.

本発明の実施のさらに他の形態では、図6の仮想線63で示されるように、各支柱36a,36bのフランジ部55に、ボルト挿通孔として上下に平行に延びる一対の長孔63を係止するようにしてもよい。このような長孔63が形成された支柱36a,36bに前述の長孔59,60を有する係止部材50a,50bを連結することによって、各係止部材50a,50bの各支柱36a,36bの取付け位置の範囲をさらに大きくして、移送管34の係止位置または浮き上がり調整量を大きくすることができる。   In still another embodiment of the present invention, as indicated by the phantom line 63 in FIG. 6, a pair of elongated holes 63 extending vertically in the vertical direction as bolt insertion holes are engaged with the flange portions 55 of the columns 36a and 36b. You may make it stop. By connecting the locking members 50a and 50b having the long holes 59 and 60 to the columns 36a and 36b in which the long holes 63 are formed, the columns 36a and 36b of the locking members 50a and 50b are connected. The range of the attachment position can be further increased to increase the locking position of the transfer pipe 34 or the adjustment amount for lifting.

このような長孔63が形成される支柱36a,36bに、図1〜図5に示される実施の形態の係止部材50a,50bを連結するようにしてもよく、この場合には各係止部材50a,50bを長孔63の範囲で上下に移動させて、移送管34の高さ位置または浮き上がり許容量を調整することができる。   The locking members 50a and 50b of the embodiment shown in FIGS. 1 to 5 may be connected to the support columns 36a and 36b in which such long holes 63 are formed. The members 50a and 50b can be moved up and down within the range of the long hole 63 to adjust the height position of the transfer pipe 34 or the allowable lifting amount.

前述の図1〜図6に示される実施の各形態では、低温流体はLNGであり、このLNGを移送する移送管34について述べたが、本発明の実施のさらに他の形態では、低温流体として、たとえば−100℃程度のエチレン、−190℃程度の液化窒素あるいは100℃以上の蒸気を移送する移送管支持装置としても、本発明を好適に実施することができ、前述の各形態と同様な効果を達成することが可能である。   In each of the embodiments shown in FIGS. 1 to 6, the cryogenic fluid is LNG, and the transfer pipe 34 for transferring the LNG has been described. However, in still another embodiment of the present invention, the cryogenic fluid is used as the cryogenic fluid. For example, the present invention can also be suitably implemented as a transfer tube support device that transfers ethylene at about -100 ° C, liquefied nitrogen at about -190 ° C, or steam at 100 ° C or higher, and is similar to the above-described embodiments. It is possible to achieve an effect.

また本発明は、低温流体に限らず、水に対して比重の小さい保温材を巻付けた高温流体移送管に対しても実施することができ、同様な効果を達成することができる。   In addition, the present invention is not limited to a low-temperature fluid, and can also be applied to a high-temperature fluid transfer pipe wound with a heat insulating material having a small specific gravity with respect to water, and a similar effect can be achieved.

本発明の実施の一形態の低温流体移送管の支持装置30を示す断面図である。It is sectional drawing which shows the supporting apparatus 30 of the cryogenic fluid transfer pipe | tube of one Embodiment of this invention. 図1の切断面線II−IIから見た断面図である。It is sectional drawing seen from the cut surface line II-II of FIG. 支持装置30が設置されるトンネル全体の断面図である。It is sectional drawing of the whole tunnel in which the support apparatus 30 is installed. 一方の係止部材50aが設けられる支柱36aの上端部付近の拡大断面図である。It is an expanded sectional view near the upper end part of the support | pillar 36a in which one locking member 50a is provided. 一方の係止部材50aおよびその近傍の拡大斜視図である。It is an enlarged perspective view of one locking member 50a and its vicinity. 本発明の実施のさらに他の形態の低温流体移送管の支持装置に用いられる係止部材50aおよび支柱36aを示す一部の拡大斜視図である。It is a partially expanded perspective view which shows the locking member 50a and the support | pillar 36a which are used for the support apparatus of the cryogenic fluid transfer pipe of the further another form of implementation of this invention. 従来技術のUボルトを用いる支持装置1aを示す断面図である。It is sectional drawing which shows the support apparatus 1a using a U-bolt of a prior art. 図7の右側から見た支持装置1aの側面図である。It is a side view of the support apparatus 1a seen from the right side of FIG. 他の従来技術のUバンドを用いる支持装置1bを示す断面図である。It is sectional drawing which shows the support apparatus 1b using the U band of another prior art. 図9の右側から見た支持装置1bの側面図である。FIG. 10 is a side view of the support device 1b as viewed from the right side of FIG. 9. さらに他の従来技術の門形フレームを用いる支持装置1cを示す断面図である。It is sectional drawing which shows the support apparatus 1c which uses the gate frame of another prior art.

符号の説明Explanation of symbols

30 支持装置
31 トンネル
32 基礎構造部
34 移送管
35 支持体
36a,36b 支柱
37 管本体
38 保冷断熱体
39 カバー体
41a,41b カバー部分
43a,43b 当接部材
46a,46b 結合部
50a,50b 係止部材
51a,51b 第1部分
52a,52b 第2部分
59,60,63 長孔
61 ボルト挿通孔
DESCRIPTION OF SYMBOLS 30 Support apparatus 31 Tunnel 32 Base structure part 34 Transfer pipe 35 Support body 36a, 36b Support | pillar 37 Pipe main body 38 Cold insulation insulator 39 Cover body 41a, 41b Cover part 43a, 43b Contact member 46a, 46b Joint part 50a, 50b Locking Member 51a, 51b 1st part 52a, 52b 2nd part 59, 60, 63 Long hole 61 Bolt insertion hole

Claims (3)

低温流体が通過する移送管を、下方から支持する支持体と、
前記移送管の両側方に立設される一対の支柱と、
各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、
第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成されることを特徴とする低温流体移送管の支持装置。
A support for supporting the transfer pipe through which the cryogenic fluid passes from below;
A pair of struts erected on both sides of the transfer pipe;
Each strut, seen including a pair of locking members at least the mutually closest to part, are connected respectively to protrude inward from the upper a and the side edge than the side edge portions of said transfer tube ,
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. Made of short material,
A plurality of bolt insertion holes through which bolt shafts are inserted are formed in the first and second parts, respectively .
低温流体が通過する移送管を、下方から支持する支持体と、
前記移送管の両側方に立設される一対の支柱と、
各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、
第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成され、
各ボルト挿通孔は、断面幅方向に延びる長孔であることを特徴とする低温流体移送管の支持装置。
A support for supporting the transfer pipe through which the cryogenic fluid passes from below;
A pair of struts erected on both sides of the transfer pipe;
A pair of locking members that are connected to the respective struts by projecting at least the portions closest to each other above each side edge of the transfer pipe and projecting inward from each side edge;
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. Made of short material,
A plurality of bolt insertion holes through which the shaft portions of the bolts are inserted are formed in the first and second parts, respectively.
Each bolt insertion hole, a low temperature fluid transfer tube of the supporting device you being a long hole extending in cross-sectional width direction.
低温流体が通過する移送管を、下方から支持する支持体と、
前記移送管の両側方に立設される一対の支柱と、
各支柱に、少なくとも相互に最も近接する部分を、前記移送管の各側縁部よりも上方でかつ各側縁部よりも内側に突出させてそれぞれ連結される一対の係止部材とを含み、
各係止部材は、板状の第1部分と、第1部分の一側部にほぼ直角に連なり、第1部分とは断面幅が異なる板状の第2部分とを有する断面略L字状の短尺材から成り、
第1および第2部分には、ボルトの軸部が挿通する複数のボルト挿通孔がそれぞれ形成され、
各支柱には、前記ボルトの軸部が挿通し、各支柱の長手方向に延びる複数の案内長孔がそれぞれ形成されることを特徴とする低温流体移送管の支持装置。
A support for supporting the transfer pipe through which the cryogenic fluid passes from below;
A pair of struts erected on both sides of the transfer pipe;
A pair of locking members that are connected to the respective struts by projecting at least the portions closest to each other above each side edge of the transfer pipe and projecting inward from each side edge;
Each locking member has a substantially L-shaped cross section having a plate-like first portion and a plate-like second portion having a cross-sectional width different from that of the first portion, which is substantially perpendicular to one side of the first portion. Made of short material,
A plurality of bolt insertion holes through which the shaft portions of the bolts are inserted are formed in the first and second parts, respectively.
Each strut inserted shank of the bolt, a plurality of guide slots support device with low temperature fluid transfer tube you being formed respectively extending in the longitudinal direction of each strut.
JP2007089588A 2007-03-29 2007-03-29 Support device for cryogenic fluid transfer pipe Active JP4927616B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007089588A JP4927616B2 (en) 2007-03-29 2007-03-29 Support device for cryogenic fluid transfer pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007089588A JP4927616B2 (en) 2007-03-29 2007-03-29 Support device for cryogenic fluid transfer pipe

Publications (2)

Publication Number Publication Date
JP2008248992A JP2008248992A (en) 2008-10-16
JP4927616B2 true JP4927616B2 (en) 2012-05-09

Family

ID=39974186

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007089588A Active JP4927616B2 (en) 2007-03-29 2007-03-29 Support device for cryogenic fluid transfer pipe

Country Status (1)

Country Link
JP (1) JP4927616B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080821A (en) * 2019-06-04 2019-08-02 中铁上海工程局集团第二工程有限公司 A kind of synthesis suspension and support installation method in the underground space

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101068361B1 (en) * 2010-05-26 2011-09-28 김성훈 Heating device for oil transfering pipeline
CN112937796A (en) * 2021-04-23 2021-06-11 沪东中华造船(集团)有限公司 Supporting device for three-way low-temperature pipe of thin-film LNG ship

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5144338B2 (en) * 1972-04-03 1976-11-27
JP4652711B2 (en) * 2004-03-30 2011-03-16 大阪瓦斯株式会社 Piping fixing structure laid on the piping conduit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080821A (en) * 2019-06-04 2019-08-02 中铁上海工程局集团第二工程有限公司 A kind of synthesis suspension and support installation method in the underground space
CN110080821B (en) * 2019-06-04 2021-01-26 中铁上海工程局集团市政环保工程有限公司 Method for installing comprehensive support and hanger in underground space

Also Published As

Publication number Publication date
JP2008248992A (en) 2008-10-16

Similar Documents

Publication Publication Date Title
US10077541B2 (en) Movable pipeline-support and support assembly thereof
US10240690B2 (en) Stationary pipeline support
US8359793B2 (en) Earthquake force absorption system
KR101027691B1 (en) Movable scaffolding structure for working of cargo hold in LNG carrier
CN102493554A (en) Abutting joint device of steel lattice column, and construction method of same
KR101880084B1 (en) Expansion jointing apparatus for a bridge
JP4927616B2 (en) Support device for cryogenic fluid transfer pipe
KR101064623B1 (en) Protector for underground cable
JP6111922B2 (en) Column base reinforcement method and apparatus
KR20170094822A (en) Below bridge support having variable anchor socket
KR101399964B1 (en) Duct alignment device
JP2013155581A (en) Pile head joint structure assembling jig and pile head joint structure assembling method using the same
RU2563094C1 (en) Fixed support of pipeline
KR101942265B1 (en) Earthquake Resistant Supporting Stand for Piping
JP5123784B2 (en) Manhole levitation suppression device
KR101983381B1 (en) Adjustable Stiffener For Steel Pipe Strut
JP4652711B2 (en) Piping fixing structure laid on the piping conduit
JP2017193857A (en) Attachment structure of transverse member and guard fence
EP2697455B1 (en) A method of obtaining vertical alignment of a tower
KR101881075B1 (en) Constructing Method of Support Part for Pipe
KR101226006B1 (en) Support structural body of pipe
US20210301946A1 (en) Method for controlling buckling in deepwater pipeline with buoyancy modules
JP2015098725A (en) Photovoltaic power generation panel stand and installation method for the same
US20170108146A1 (en) Systems and methods for a pipe support
KR20140062762A (en) A windwall for drillship

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20091120

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110705

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110712

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110906

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120207

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120209

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150217

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4927616

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250