JP2022091327A - Pipe support structure - Google Patents

Pipe support structure Download PDF

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JP2022091327A
JP2022091327A JP2020204110A JP2020204110A JP2022091327A JP 2022091327 A JP2022091327 A JP 2022091327A JP 2020204110 A JP2020204110 A JP 2020204110A JP 2020204110 A JP2020204110 A JP 2020204110A JP 2022091327 A JP2022091327 A JP 2022091327A
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pipe
support structure
saddle
pipe support
present
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卓真 山崎
Takuma Yamazaki
幸一郎 武内
Koichiro Takeuchi
清文 鉛口
Kiyofumi Kanaguchi
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Hitachi GE Nuclear Energy Ltd
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Hitachi GE Nuclear Energy Ltd
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Abstract

To provide a pipe support structure capable of being installed in a pipe even in a case where liquid flows in the pipe.SOLUTION: At an upper part of a structure that supports a pipe, provided is a restraining member that is arranged so as to straddle the pipe and is fixed to the structure in a state of being in contact with the outer peripheral surface of the pipe. Also, on the structure, provided is a saddle part that is arranged between the structure and the pipe and has a friction surface on the surface on the pipe side.SELECTED DRAWING: Figure 1

Description

本発明は、発電所等を通る配管を支持する配管支持構造物に関する。 The present invention relates to a pipe support structure that supports pipes passing through a power plant or the like.

発電所内には、多くの配管が通っており、これらの配管の変形・振動防止のために、配管をサポートする配管支持構造物が設置されている。 Many pipes pass through the power plant, and a pipe support structure that supports the pipes is installed to prevent deformation and vibration of these pipes.

配管の軸方向を拘束するための配管支持構造物には、一般的に、特許文献1に記載の発明のように、配管に溶接されるラグを用いる。特許文献1では、配管の外周面に複数の配管ラグが溶接によって接合された構成が開示されている。 As the pipe support structure for restraining the axial direction of the pipe, a lug welded to the pipe is generally used as in the invention described in Patent Document 1. Patent Document 1 discloses a configuration in which a plurality of pipe lugs are joined to the outer peripheral surface of a pipe by welding.

また、図4Aに、従来のラグを用いた配管支持構造物を配管の軸方向から見た概略構成図を示し、図4Bに、従来のラグを用いた配管支持構造物を上方から見た概略構成図を示す。図4Aに示すように、従来は、架構等の構造体102に配管101を配置した後、U字形状の部材100(以下、Uプレート)を、配管101を跨ぐように配置し、Uプレート100を構造体102に固定する。そして、図4Bに示すように、配管101と構造体102とに、ラグ103を溶接で固定することで、配管101を構造体102に固定する。 Further, FIG. 4A shows a schematic configuration diagram of a pipe support structure using a conventional lug as viewed from the axial direction of the pipe, and FIG. 4B shows a schematic diagram of the pipe support structure using a conventional lug as viewed from above. The block diagram is shown. As shown in FIG. 4A, conventionally, after the pipe 101 is arranged in a structure 102 such as a frame, a U-shaped member 100 (hereinafter, U plate) is arranged so as to straddle the pipe 101, and the U plate 100 is arranged. Is fixed to the structure 102. Then, as shown in FIG. 4B, the pipe 101 is fixed to the structure 102 by fixing the lug 103 to the pipe 101 and the structure 102 by welding.

特開2017-48863号公報Japanese Unexamined Patent Publication No. 2017-48863

ところで、近年の耐震条件の厳格化により、発電所における配管支持構造物の強度の向上が求められている。 By the way, due to the stricter seismic conditions in recent years, it is required to improve the strength of the pipe support structure in the power plant.

強度の向上を図るためには、配管をサポートするための配管支持構造物の追設や構造変更が必要となる。また、新規に建設する発電所に対しても、従来の設計よりも配管支持構造物が増加することが想定される。 In order to improve the strength, it is necessary to add or change the structure of the pipe support structure to support the pipe. It is also expected that the number of pipe support structures will increase for newly constructed power plants compared to the conventional design.

一方、配管内に流体が流れている場合には、ラグと配管は溶接できない可能性がある。したがって、既に配管に流体が流れている状態において配管支持構造物を追設する場合には、ラグを配管に溶接する前に、配管内の流体を抜く必要がある。この場合には、配管流体を抜き終わるまでラグの施工を待つ必要があり、追設作業に時間がかかるという問題がある。したがって、溶接不要な配管支持構造物が求められている。 On the other hand, if fluid is flowing in the pipe, the lug and the pipe may not be weldable. Therefore, when adding a pipe support structure while fluid is already flowing in the pipe, it is necessary to drain the fluid in the pipe before welding the lug to the pipe. In this case, it is necessary to wait for the construction of the rug until the piping fluid is completely drained, and there is a problem that the additional work takes time. Therefore, there is a demand for a pipe support structure that does not require welding.

そこで、本発明は、配管内に流体が流れている場合にも配管に施工することが可能な配管支持構造物を提供することを目的とする。 Therefore, an object of the present invention is to provide a pipe support structure that can be applied to a pipe even when a fluid is flowing in the pipe.

上記課題を解決し、本発明の目的を達成するため、本発明の配管支持構造物は、配管を支持する構造体の上部において、配管を跨ぐように配置され、配管の外周面に接触した状態で構造体に固定される拘束部材を備える。また、構造体上において、構造体と配管との間に配置され、配管側の表面に摩擦面を有するサドル部とを備える。 In order to solve the above problems and achieve the object of the present invention, the pipe support structure of the present invention is arranged so as to straddle the pipe at the upper part of the structure supporting the pipe, and is in contact with the outer peripheral surface of the pipe. It is provided with a restraining member fixed to the structure. Further, on the structure, a saddle portion which is arranged between the structure and the pipe and has a friction surface on the surface on the pipe side is provided.

本発明によれば、配管内に流体が流れているか否かに関わらず、施工が可能となる。 According to the present invention, construction is possible regardless of whether or not a fluid is flowing in the pipe.

図1Aは、第1の実施形態の配管支持構造物1を配管の軸方向から見た概略構成図であり、図1Bは、第1の実施形態の配管支持構造物1を上方から見た概略構成図である。FIG. 1A is a schematic configuration diagram of the pipe support structure 1 of the first embodiment as viewed from the axial direction of the pipe, and FIG. 1B is a schematic configuration diagram of the pipe support structure 1 of the first embodiment as viewed from above. It is a block diagram. サドル部3の概略斜視図である。It is a schematic perspective view of the saddle part 3. 図3Aは、第2の実施形態の配管支持構造物20を配管10の軸方向から見た概略構成図であり、図3Bは、第2の実施形態の配管支持構造物20を上方から見た概略構成図である。FIG. 3A is a schematic configuration diagram of the pipe support structure 20 of the second embodiment as viewed from the axial direction of the pipe 10, and FIG. 3B is a diagram of the pipe support structure 20 of the second embodiment as viewed from above. It is a schematic block diagram. 図4Aは、従来のラグを用いた配管支持構造物を配管の軸方向から見た概略構成図であり、図4Bは、従来のラグを用いた配管支持構造物を上面から見た概略構成図である。FIG. 4A is a schematic configuration diagram of a pipe support structure using a conventional lug as viewed from the axial direction of the pipe, and FIG. 4B is a schematic configuration diagram of a pipe support structure using a conventional lug as viewed from above. Is.

以下、本発明の実施形態に係る配管支持構造物の一例を、図面を参照しながら説明する。なお、本発明は以下の例に限定されるものではない。以下で説明する各図において、共通の部材には同一の符号を付している。 Hereinafter, an example of the pipe support structure according to the embodiment of the present invention will be described with reference to the drawings. The present invention is not limited to the following examples. In each of the figures described below, the common members are designated by the same reference numerals.

1.第1の実施形態
まず、本発明の第1の実施形態(以下、「本実施形態」という。)に係る配管支持構造物の構成について図を参照して説明する。図1Aは、本実施形態の配管支持構造物1を配管の軸方向から見た概略構成図であり、図1Bは、本実施形態の配管支持構造物1を上方から見た概略構成図である。
1. 1. First Embodiment First, the configuration of the pipe support structure according to the first embodiment of the present invention (hereinafter referred to as “the present embodiment”) will be described with reference to the drawings. FIG. 1A is a schematic configuration diagram of the pipe support structure 1 of the present embodiment as viewed from the axial direction of the pipe, and FIG. 1B is a schematic configuration diagram of the pipe support structure 1 of the present embodiment as viewed from above. ..

図1Aに示すように、本実施形態の配管支持構造物1は、架構等の構造体9上面において配管10を支持する構造物であり、拘束部材2と、サドル部3とを有する。以下の説明では、配管10の軸方向をZ方向、配管10を支持する構造体9上における配管10の高さ方向をY方向、Z方向とY方向に直交する方向をX方向として説明する。 As shown in FIG. 1A, the pipe support structure 1 of the present embodiment is a structure that supports the pipe 10 on the upper surface of a structure 9 such as a frame, and has a restraint member 2 and a saddle portion 3. In the following description, the axial direction of the pipe 10 will be described as the Z direction, the height direction of the pipe 10 on the structure 9 supporting the pipe 10 will be described as the Y direction, and the direction orthogonal to the Z direction and the Y direction will be described as the X direction.

拘束部材2は、U字状の部材で構成され、配管10を支持する構造体9上に配管10を跨いで配置される。本実施形態では、拘束部材2の両端部に、後述するボルト7が螺合する雌ネジ6が設けられている。そして、拘束部材2は、配管10の外周面に接触した状態で構造体9に固定される。 The restraint member 2 is composed of a U-shaped member, and is arranged so as to straddle the pipe 10 on a structure 9 that supports the pipe 10. In the present embodiment, female screws 6 to which bolts 7 described later are screwed are provided at both ends of the restraint member 2. Then, the restraining member 2 is fixed to the structure 9 in a state of being in contact with the outer peripheral surface of the pipe 10.

拘束部材2における雌ネジ6が設けられた両端部は、構造体9の上面に載置される。そして、構造体9の拘束部材2が配置される側とは反対側から、拘束部材2が配置される側に向けて挿通されたボルト7を、拘束部材2の雌ネジ6に螺合させて締結することで、拘束部材2を構造体9に対して固定することができる。 Both ends of the restraint member 2 provided with the female screw 6 are placed on the upper surface of the structure 9. Then, the bolt 7 inserted from the side opposite to the side where the restraint member 2 of the structure 9 is arranged toward the side where the restraint member 2 is arranged is screwed into the female screw 6 of the restraint member 2. By fastening, the restraining member 2 can be fixed to the structure 9.

サドル部3は、構造体9上において、構造体9と配管10との間に配置されている。サドル部3は、配管10を支持する面側に勾配面5a(図2参照)を有する断面V字形状の部材で構成されたサドル本体5と、サドル本体5の勾配面5aに接着された摩擦シート4とで構成されている。 The saddle portion 3 is arranged between the structure 9 and the pipe 10 on the structure 9. The saddle portion 3 has a friction surface bonded to the slope surface 5a of the saddle body 5 and the saddle body 5 made of a member having a V-shaped cross section having a slope surface 5a (see FIG. 2) on the surface side supporting the pipe 10. It is composed of a sheet 4.

図2は、サドル部3の概略斜視図である。図2に示すように、勾配面5aは、サドル本体5におけるY方向の高さが、サドル本体5のX方向における中心からX方向の両端に向かって、連続的に高くなるよう形成された面で構成されている。勾配面5aは、配管10の軸方向、すなわち、Z方向に対して対称的に設けられている。 FIG. 2 is a schematic perspective view of the saddle portion 3. As shown in FIG. 2, the gradient surface 5a is a surface formed so that the height of the saddle body 5 in the Y direction is continuously increased from the center of the saddle body 5 in the X direction toward both ends in the X direction. It is composed of. The gradient surface 5a is provided symmetrically with respect to the axial direction of the pipe 10, that is, the Z direction.

サドル部3の勾配面5aとは反対側の面(底面)は、水平面を有している。サドル部3の水平面は、構造体9上に接着される。サドル本体5の構造体9上への接着は、例えば溶接を用いることができる。サドル部3におけるZ方向における幅は、拘束部材2のZ方向における幅と同程度に設定されている。また、サドル本体5における、X方向における幅は、配管10の外径よりも小さい幅に設定されている。 The surface (bottom surface) of the saddle portion 3 opposite to the inclined surface 5a has a horizontal plane. The horizontal plane of the saddle portion 3 is adhered on the structure 9. For bonding the saddle body 5 onto the structure 9, for example, welding can be used. The width of the saddle portion 3 in the Z direction is set to be approximately the same as the width of the restraint member 2 in the Z direction. Further, the width of the saddle body 5 in the X direction is set to be smaller than the outer diameter of the pipe 10.

サドル本体5の水平面に対する勾配面5aの角度は種々の変更が可能であるが、上部に配置される配管10を、両サイドの勾配面5aで支持できる形状であればよい。本実施形態では、サドル本体5の両サイドの勾配面5aで配管10を支持することで、配管10と摩擦シート4との接触点を2点とするこができる。これにより、配管10と摩擦シート4との間の摩擦の計算が容易になると共に、サドル部3の配管10のZ方向における拘束力をより高めることができる。 The angle of the slope surface 5a with respect to the horizontal plane of the saddle body 5 can be changed in various ways, but any shape may be used as long as the pipe 10 arranged at the top can be supported by the slope surfaces 5a on both sides. In the present embodiment, by supporting the pipe 10 with the slope surfaces 5a on both sides of the saddle main body 5, the contact points between the pipe 10 and the friction sheet 4 can be set to two points. This facilitates the calculation of the friction between the pipe 10 and the friction sheet 4, and can further increase the binding force of the saddle portion 3 in the Z direction.

サドル本体5の勾配面5aに設けられる摩擦シート4は、例えばテフロン(登録商標)加工されたシート部材で構成され、サドル本体5の勾配面5aの全面において、勾配面5aに沿って張り付けられている。また、摩擦シート4は、配管10の表面の摩擦係数よりも大きい摩擦係数を有する材料で構成されている。これにより、サドル部3に配置された配管10の軸方向の動きを制限することができる。 The friction sheet 4 provided on the slope surface 5a of the saddle body 5 is made of, for example, a Teflon (registered trademark) processed sheet member, and is attached along the slope surface 5a on the entire surface of the slope surface 5a of the saddle body 5. There is. Further, the friction sheet 4 is made of a material having a friction coefficient larger than the friction coefficient of the surface of the pipe 10. This makes it possible to limit the axial movement of the pipe 10 arranged in the saddle portion 3.

本実施形態の配管支持構造物1を用いて、配管10を構造体9に対して拘束する場合には、まず、構造体9上において、構造体9と配管10との間にサドル部3を配置する。その後、溶接等によってサドル部3の水平面を構造体9上に接着固定する。次に、U字状の拘束部材2を、配管10を跨ぐよう(配管10にかぶせるように)に配置する。そして、拘束部材2を構造体9にボルト7で固定する。このとき、配管10とサドル部3の摩擦シート4による摩擦面が密接するように、拘束部材2をボルト7で締め付ける。 When the pipe 10 is restrained with respect to the structure 9 by using the pipe support structure 1 of the present embodiment, first, a saddle portion 3 is provided between the structure 9 and the pipe 10 on the structure 9. Deploy. After that, the horizontal plane of the saddle portion 3 is adhesively fixed on the structure 9 by welding or the like. Next, the U-shaped restraint member 2 is arranged so as to straddle the pipe 10 (cover the pipe 10). Then, the restraining member 2 is fixed to the structure 9 with bolts 7. At this time, the restraint member 2 is tightened with bolts 7 so that the friction surface of the pipe 10 and the friction sheet 4 of the saddle portion 3 are in close contact with each other.

本実施形態の配管支持構造物1では、表面に摩擦面を有するサドル部3上に配管10を配置し、拘束部材2で、配管10が摩擦シート4の摩擦面に密接するように固定することで、配管10の軸方向の移動を拘束することができる。 In the pipe support structure 1 of the present embodiment, the pipe 10 is arranged on the saddle portion 3 having a friction surface on the surface, and the pipe 10 is fixed by the restraining member 2 so as to be in close contact with the friction surface of the friction sheet 4. Therefore, the movement of the pipe 10 in the axial direction can be restrained.

従来のラグを配管に溶接する配管支持構造では、配管に流体がない時期にしか配管支持構造物の施工ができなかった。これに対し、本実施形態では、配管10に対する溶接が必要ないため、配管10に流体が流れている時期においても施工が可能となる。また、本実施形態の配管支持構造物1は、配管10への溶接が不要な構成であるため、施工コストの削減を図ることができる。さらに、本実施形態の配管支持構造物1は、拘束部材2をボルトで構造体9に締め付けるだけで配管10の軸方向を拘束することができるため、溶接が必要な構成に比較して施工不良の低減を図ることができる。 In the conventional pipe support structure in which a lug is welded to a pipe, the pipe support structure can be constructed only when there is no fluid in the pipe. On the other hand, in the present embodiment, since welding to the pipe 10 is not required, the construction can be performed even when the fluid is flowing through the pipe 10. Further, since the pipe support structure 1 of the present embodiment has a structure that does not require welding to the pipe 10, it is possible to reduce the construction cost. Further, since the pipe support structure 1 of the present embodiment can restrain the axial direction of the pipe 10 only by tightening the restraining member 2 to the structure 9 with a bolt, the construction is poor as compared with the configuration requiring welding. Can be reduced.

本実施形態では、拘束部材2側に、ボルト7が螺合する雌ネジ6を設け、構造体9側からボルト7を挿通し、ボルト7を拘束部材2の雌ネジ6に締め付ける構成としたが、これに限られるものではない。例えば、拘束部材2の構造体9側の端部に、雄ネジを設けておき、この雄ネジを構造体9に設けたボルト穴に挿通させると共に、ナットで締め付けることで拘束部材2を構造体9に固定する構成としてもよい。以上のように、拘束部材2の構造体9へのボルトによる締め付け方法は、種々の変更が可能である。 In the present embodiment, the female screw 6 to which the bolt 7 is screwed is provided on the restraint member 2 side, the bolt 7 is inserted from the structure 9 side, and the bolt 7 is tightened to the female screw 6 of the restraint member 2. , Not limited to this. For example, a male screw is provided at the end of the restraint member 2 on the structure 9 side, and the male screw is inserted into a bolt hole provided in the structure 9 and tightened with a nut to tighten the restraint member 2 to the structure. It may be fixed to 9. As described above, the method of tightening the restraint member 2 to the structure 9 with bolts can be variously changed.

2.第2の実施形態
次に、本発明の第2の実施形態に係る配管支持構造物の構成について図3A,3Bを参照して説明する。図3Aは、第2の実施形態の配管支持構造物20を配管10の軸方向から見た概略構成図であり、図3Bは、第2の実施形態の配管支持構造物20を上方から見た概略構成図である。図3A,3Bにおいて、図1A、1Bに対応する部分には同一符号を付し重複説明を省略する。本実施形態の配管支持構造物20は、拘束部材11の形状が第1の実施形態と異なる。
2. 2. Second Embodiment Next, the configuration of the pipe support structure according to the second embodiment of the present invention will be described with reference to FIGS. 3A and 3B. FIG. 3A is a schematic configuration diagram of the pipe support structure 20 of the second embodiment as viewed from the axial direction of the pipe 10, and FIG. 3B is a diagram of the pipe support structure 20 of the second embodiment as viewed from above. It is a schematic block diagram. In FIGS. 3A and 3B, the parts corresponding to FIGS. 1A and 1B are designated by the same reference numerals and duplicate description will be omitted. In the pipe support structure 20 of the present embodiment, the shape of the restraint member 11 is different from that of the first embodiment.

第2の実施形態の配管支持構造物20における拘束部材11は、Y方向(構造体9の垂直方向)に延在する2本の梁状部材11aと、X方向(構造体9の水平方向)に延在する1本の梁状部材11bで構成されている。2本の梁状部材11a、11aは、X方向に所定の間隔、例えば配管10の直径分の長さを空けて対向している。そして、拘束部材11は、3本の梁状部材11a、11bが、コの字状に組みあわされている。梁状部材11a、11bは、予め溶接等により互いに接着固定されている。 The restraint member 11 in the pipe support structure 20 of the second embodiment has two beam-shaped members 11a extending in the Y direction (vertical direction of the structure 9) and an X direction (horizontal direction of the structure 9). It is composed of one beam-shaped member 11b extending to. The two beam-shaped members 11a and 11a face each other in the X direction with a predetermined interval, for example, a length corresponding to the diameter of the pipe 10. The restraint member 11 has three beam-shaped members 11a and 11b assembled in a U-shape. The beam-shaped members 11a and 11b are previously bonded and fixed to each other by welding or the like.

第2の実施形態の拘束部材11においても、Y方向に延在する2本の梁状部材11aの構造体9側に位置する端部には、ボルト7が螺合する雌ネジ13が設けられている。 Also in the restraint member 11 of the second embodiment, a female screw 13 into which a bolt 7 is screwed is provided at an end portion of the two beam-shaped members 11a extending in the Y direction located on the structure 9 side. ing.

第2の実施形態の配管支持構造物20を用いて、配管10を構造体9に拘束する場合には、まず、架構等の構造体9上において、構造体9と配管10との間にサドル部3を配置する。その後、溶接等によってサドル部3の水平面(底面)を構造体9上に接着固定する。次に、梁状部材11a、11bで構成された拘束部材11を、配管10を跨ぐように配置する。そして、拘束部材11を構造体9にボルト14で締め付ける。本実施形態においても、配管10とサドル部3の摩擦シート4による摩擦面が密接するように、拘束部材11をボルト14で締め付ける。 When the pipe 10 is restrained to the structure 9 by using the pipe support structure 20 of the second embodiment, first, a saddle is placed between the structure 9 and the pipe 10 on the structure 9 such as a frame. The part 3 is arranged. After that, the horizontal plane (bottom surface) of the saddle portion 3 is adhesively fixed on the structure 9 by welding or the like. Next, the restraint member 11 composed of the beam-shaped members 11a and 11b is arranged so as to straddle the pipe 10. Then, the restraining member 11 is tightened to the structure 9 with the bolt 14. Also in this embodiment, the restraining member 11 is tightened with the bolt 14 so that the friction surface of the pipe 10 and the friction sheet 4 of the saddle portion 3 are in close contact with each other.

第2の実施形態においても、第1の実施形態と同様、配管10に対する溶接作業が必要ないため、配管10に流体が流れているか否かに関わらず、作業が可能となる。また、本実施形態の配管支持構造物20では、拘束部材11が梁状部材11a、11bを接着するのみで構成可能であるため、U字状部材で構成される拘束部材2(図1A)に比較して、コストの低減を図ることができる。 In the second embodiment as well, as in the first embodiment, since the welding work for the pipe 10 is not required, the work can be performed regardless of whether or not the fluid is flowing in the pipe 10. Further, in the pipe support structure 20 of the present embodiment, since the restraint member 11 can be configured only by adhering the beam-shaped members 11a and 11b, the restraint member 2 (FIG. 1A) composed of the U-shaped member can be used. In comparison, the cost can be reduced.

以上、本発明の実施の形態について説明したが、これに限られるものではない。本実施形態では、サドル部3を、サドル本体5と摩擦シート4で構成する例としたが、サドル部3の配管10に接する側の面に微細な溝部を設け、これを摩擦面とすることもできる。サドル部3の配管10に接する側の面が、配管10の外周面の摩擦係数よりも大きい摩擦係数を有する状態にできれば、種々の変更が可能である。 The embodiments of the present invention have been described above, but the present invention is not limited thereto. In the present embodiment, the saddle portion 3 is an example composed of the saddle main body 5 and the friction sheet 4, but a fine groove portion is provided on the surface of the saddle portion 3 on the side in contact with the pipe 10, and this is used as the friction surface. You can also. Various changes can be made as long as the surface of the saddle portion 3 on the side in contact with the pipe 10 can have a friction coefficient larger than the friction coefficient of the outer peripheral surface of the pipe 10.

また、上述した実施形態は、本発明を分かりやすく説明するために詳細に説明したものであり、必ずしも説明した全ての構成を備えるものに限定されるものではない。例えば、実施形態の構成の一部を他の構成に置き換えることが可能であり、また、実施形態の構成について他の構成を加えることも可能である。また、実施形態の構成の一部について、他の構成の追加・削除・置換をすることが可能である。 Further, the above-described embodiment has been described in detail in order to explain the present invention in an easy-to-understand manner, and is not necessarily limited to the one including all the described configurations. For example, it is possible to replace a part of the configuration of the embodiment with another configuration, and it is also possible to add another configuration to the configuration of the embodiment. Further, it is possible to add / delete / replace a part of the configuration of the embodiment with another configuration.

1…配管支持構造物、2…拘束部材、3…サドル部、4…摩擦シート、5…サドル本体、5a…勾配面、6…雌ネジ、7…ボルト、9…構造体、10…配管、11…拘束部材、13…雌ネジ、14…ボルト、20…配管支持構造物 1 ... Pipe support structure, 2 ... Restraint member, 3 ... Saddle part, 4 ... Friction sheet, 5 ... Saddle body, 5a ... Slope surface, 6 ... Female screw, 7 ... Bolt, 9 ... Structure, 10 ... Piping, 11 ... Restraint member, 13 ... Female screw, 14 ... Bolt, 20 ... Piping support structure

Claims (5)

配管を支持する構造体の上部において、前記配管を跨ぐように配置され、前記配管の外周面に接触した状態で前記構造体に固定される拘束部材と、
前記構造体上において、前記構造体と前記配管との間に配置され、前記配管側の表面に摩擦面を有するサドル部と、
を備える
配管支持構造物。
A restraining member arranged so as to straddle the pipe and fixed to the structure in contact with the outer peripheral surface of the pipe in the upper part of the structure supporting the pipe.
On the structure, a saddle portion arranged between the structure and the pipe and having a friction surface on the surface on the pipe side, and a saddle portion.
Piping support structure.
前記サドル部は、前記配管を支持する面側が、所定の勾配を有する断面V字形状の部材で構成されたサドル本体と、前記サドル本体の前記配管を支持する面に接着され、前記配管の表面の摩擦係数よりも大きい摩擦係数を有する摩擦シートとで構成されている
請求項1に記載の配管支持構造物。
The surface side of the saddle portion that supports the pipe is adhered to a saddle main body made of a member having a V-shaped cross section having a predetermined gradient and a surface of the saddle main body that supports the pipe, and the surface of the pipe is adhered to. The pipe support structure according to claim 1, which is composed of a friction sheet having a friction coefficient larger than that of the above.
前記拘束部材は、U字状の部材で構成されている
請求項2に記載の配管支持構造物。
The piping support structure according to claim 2, wherein the restraining member is composed of a U-shaped member.
前記拘束部材は、前記構造体の水平方向に延在する1本の梁状部材と、前記構造体の垂直方向に延在する2本の梁状部材とで構成されている
請求項2に記載の配管支持構造物。
The second aspect of claim 2, wherein the restraining member is composed of one beam-shaped member extending in the horizontal direction of the structure and two beam-shaped members extending in the vertical direction of the structure. Piping support structure.
前記拘束部材は、前記構造体にボルトで固定されている
請求項1に記載の配管支持構造物。
The pipe support structure according to claim 1, wherein the restraining member is fixed to the structure with bolts.
JP2020204110A 2020-12-09 2020-12-09 Pipe support structure Pending JP2022091327A (en)

Priority Applications (1)

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Publications (1)

Publication Number Publication Date
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Family

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Country Link
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