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JP6898592B2 - Piping support structure - Google Patents
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JP6898592B2 - Piping support structure - Google Patents

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JP6898592B2
JP6898592B2 JP2017199636A JP2017199636A JP6898592B2 JP 6898592 B2 JP6898592 B2 JP 6898592B2 JP 2017199636 A JP2017199636 A JP 2017199636A JP 2017199636 A JP2017199636 A JP 2017199636A JP 6898592 B2 JP6898592 B2 JP 6898592B2
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pipe
support
lug
outer peripheral
support structure
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JP2019074120A (en
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賢一 渋鍬
賢一 渋鍬
真一郎 上田
真一郎 上田
高橋 誠
誠 高橋
俊幸 廣瀬
俊幸 廣瀬
敬一 後藤
敬一 後藤
崇裕 堺
崇裕 堺
信弘 山本
信弘 山本
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IHI Corp
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IHI Corp
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Description

本発明は、配管支持構造に関し、特に配管ラグを設けた配管を支持する配管支持構造に関する。 The present invention relates to a pipe support structure, and more particularly to a pipe support structure that supports a pipe provided with a pipe lug.

配管ラグを設けた配管を支持する配管支持構造として、例えば特許文献1には、配管の外周面に溶接したラグに切り欠きを形成し、切り欠きに支持構造体の水平梁を係合させ、管軸方向及び管径方向において配管を拘束支持する配管拘束支持体が開示されている。
また、特許文献2には、配管に溶接された配管ラグを支持構造物の上下の水平梁に設けた配管ラグアタッチメントのリブプレートで挟むことにより、配管を管軸方向に拘束する配管支持手段が開示されている。
As a pipe support structure for supporting a pipe provided with a pipe lug, for example, in Patent Document 1, a notch is formed in a lug welded to the outer peripheral surface of the pipe, and a horizontal beam of the support structure is engaged with the notch. A pipe restraint support that restrains and supports a pipe in the pipe axis direction and the pipe diameter direction is disclosed.
Further, Patent Document 2 describes a pipe supporting means for restraining a pipe in the pipe axial direction by sandwiching a pipe lug welded to the pipe between rib plates of a pipe lug attachment provided on the upper and lower horizontal beams of the support structure. It is disclosed.

特開2011−64288号公報Japanese Unexamined Patent Publication No. 2011-64288 特開平9−170680号公報Japanese Unexamined Patent Publication No. 9-170680

特許文献1では、切り欠きの形状は係合する支持構造体の水平梁の形状に合わせて形成されるため、配管は管軸方向及び管径方向に拘束される。従って、配管の熱膨張変位や地震変位等によって管軸方向及び管径方向の荷重が配管に付与された場合、配管が変形、破損するおそれがある。 In Patent Document 1, since the shape of the notch is formed according to the shape of the horizontal beam of the supporting structure to be engaged, the pipe is constrained in the pipe axial direction and the pipe radial direction. Therefore, when a load in the pipe axial direction and the pipe radial direction is applied to the pipe due to thermal expansion displacement or earthquake displacement of the pipe, the pipe may be deformed or damaged.

一方、特許文献2の図5〜図7の形態では、配管ラグの上端、左右両端と、支持構造物との間に配管の熱膨張変位や地震変位等を許容する隙間が形成されている。しかし、当該文献の図7及びその説明に示されるように、配管ラグの下端と支持構造物との間に隙間が設けられていない。このため、配管ラグの下端には配管及び配管支持構造の重量の少なくとも一部が常時かかり、配管は管径方向の下向きに拘束されてしまう。 On the other hand, in the form of FIGS. 5 to 7 of Patent Document 2, a gap is formed between the upper end and the left and right ends of the pipe lug and the support structure to allow thermal expansion displacement and seismic displacement of the pipe. However, as shown in FIG. 7 and its description of the document, there is no gap between the lower end of the piping lug and the support structure. Therefore, at least a part of the weight of the pipe and the pipe support structure is always applied to the lower end of the pipe lug, and the pipe is restrained downward in the pipe radial direction.

管径方向の下向きに配管が拘束されると、配管の熱膨張変位や地震変位等によって配管に管径方向の下向きの荷重が付与された場合、配管が変形、破損するおそれがある。このように、特許文献1、2に記載されるような配管の直接的で過度な拘束は、配管の熱膨張変位や地震変位等によって配管が変形、破損するおそれがあるため、配管を必要時にのみ拘束し、配管の保護を優先するように構築された配管支持構造が求められていた。 If the pipe is restrained downward in the pipe radial direction, the pipe may be deformed or damaged when a downward load in the pipe radial direction is applied to the pipe due to thermal expansion displacement or seismic displacement of the pipe. As described above, direct and excessive restraint of the pipe as described in Patent Documents 1 and 2 may cause the pipe to be deformed or damaged due to thermal expansion displacement or seismic displacement of the pipe. There was a need for a pipe support structure that was constructed to restrain only and prioritize the protection of pipes.

また、配管支持構造に要求される構造上、管軸方向のみの配管の変位を許容したい場合もあり得る。しかし、特許文献1、2の配管支持構造では、管軸方向のみならず管径方向も拘束される構造となっているため、構造設計の自由度向上については依然として課題が残されており、また、配管支持構造の施工性及び信頼性の向上については格別な配慮がなされていない。 Further, due to the structure required for the pipe support structure, it may be desired to allow the displacement of the pipe only in the pipe axial direction. However, since the pipe support structures of Patent Documents 1 and 2 are structured so that not only the pipe axial direction but also the pipe radial direction is constrained, there still remains a problem in improving the degree of freedom in structural design. No special consideration has been given to improving the workability and reliability of the pipe support structure.

本発明はこのような課題に鑑みてなされたものであり、その目的とするところは、設計自由度、施工性及び信頼性の向上を図りながら、配管を必要時にのみ拘束して配管の保護を優先することができる配管支持構造を提供することにある。 The present invention has been made in view of such a problem, and an object of the present invention is to protect the pipe by restraining the pipe only when necessary while improving the degree of freedom in design, workability and reliability. The purpose is to provide a piping support structure that can be prioritized.

上記目的を達成するため、本発明の第1の態様は、配管を支持する配管支持構造であって、配管の外周面からその周方向に沿って管径方向に突出すると共に管軸方向に対向する受圧面を有する配管ラグと、管軸方向にて受圧面と軸方向隙間を存して対向する支持面を有すると共に径方向から見たとき配管ラグの外周縁と重ならない位置に配置されるラグサポートとを備え、ラグサポートは、その支持面に接合されるスペーサを備え、スペーサは、受圧面と軸方向隙間を存して対向すると共に、配管の外周面に沿った形状の切り欠きを有する。 In order to achieve the above object, the first aspect of the present invention is a pipe support structure for supporting a pipe, which projects from the outer peripheral surface of the pipe in the pipe radial direction along the circumferential direction and faces the pipe axis direction. It has a piping lug having a pressure receiving surface and a supporting surface facing the pressure receiving surface with an axial gap in the pipe axis direction, and is arranged at a position that does not overlap with the outer peripheral edge of the piping lug when viewed from the radial direction. The lug support is provided with a spacer that is joined to the support surface, and the spacer faces the pressure receiving surface with an axial gap and has a notch in the shape along the outer peripheral surface of the pipe. Have.

本発明の第2の態様は、ラグサポートは、管径方向にて配管の外周面と第1の径方向隙間を存して対向する。 In the second aspect of the present invention, the lug support faces the outer peripheral surface of the pipe in the pipe radial direction with a first radial gap.

本発明の第3の態様は、管径方向にて配管の外周面と第2の径方向隙間を存して対向する配管サポートを備える。 A third aspect of the present invention includes a pipe support that faces the outer peripheral surface of the pipe in the pipe radial direction with a second radial gap.

本発明の第の態様は、配管ラグは、配管の外周面からその周方向に沿って管径方向に突出すると共に、配管の断面形状の相似形をなす。 In the fourth aspect of the present invention, the pipe lug projects from the outer peripheral surface of the pipe in the pipe radial direction along the circumferential direction thereof, and has a shape similar to the cross-sectional shape of the pipe.

本発明の第の態様は、配管ラグは、配管の外周面からその周方向に沿って複数箇所が管径方向に突出した形状をなす。 In the fifth aspect of the present invention, the pipe lug has a shape in which a plurality of points project from the outer peripheral surface of the pipe along the circumferential direction in the pipe radial direction.

本発明の第の態様は、配管ラグは、配管の外周面に鍛造により一体に成形される。 In the sixth aspect of the present invention, the pipe lug is integrally formed on the outer peripheral surface of the pipe by forging.

本発明の第の態様は、基礎又は構造体に立設される複数の柱と、各柱上に接合される複数の梁と、柱又は梁に接合され、柱又は梁から配管ラグに向けて管軸方向に延設される上記態様の何れかのラグサポートとから構成された支持体を含む。 A seventh aspect of the present invention is a plurality of columns erected on a foundation or structure, a plurality of beams joined on each column, and a column or beam joined to a column or beam toward a pipe lug. Includes a support configured with any of the lug supports of any of the above embodiments extending in the axial direction of the pipe.

本発明の配管支持構造によれば、設計自由度、施工性及び信頼性の向上を図りながら、配管を必要時にのみ拘束して配管の保護を優先することができる。 According to the pipe support structure of the present invention, it is possible to give priority to the protection of the pipe by restraining the pipe only when necessary while improving the degree of freedom in design, workability and reliability.

本発明の第1実施形態に係る配管支持構造を示す斜視図である。It is a perspective view which shows the pipe support structure which concerns on 1st Embodiment of this invention. (a)配管の中心を通る縦断面を図1のA方向から見たときの支持体と配管の部分断面図、(b)配管を図2(a)のB−B方向から見たときの断面図、(c)配管と支持体を図2(a)のB−B方向から見たときの部分断面図である。(A) A partial cross-sectional view of the support and the pipe when the vertical cross section passing through the center of the pipe is viewed from the direction A of FIG. 1, and (b) the pipe is viewed from the direction BB of FIG. 2 (a). Cross-sectional view, (c) is a partial cross-sectional view of the pipe and the support as viewed from the BB direction of FIG. 2 (a). 本発明の第2実施形態において、(a)配管を図2(a)のB−B相当方向から見たときの部分断面図、(b)配管と支持体を図2(a)のB−B相当方向から見たときの部分断面図である。In the second embodiment of the present invention, (a) a partial cross-sectional view of the pipe (a) when viewed from the direction corresponding to BB in FIG. 2 (a), and (b) the pipe and the support in FIG. 2 (a) B- It is a partial cross-sectional view when viewed from the direction corresponding to B. 本発明の第3実施形態に係る配管支持構造において、支持体を図2(a)のB−B相当方向から見たときの部分断面図である。FIG. 5 is a partial cross-sectional view of the support body in the pipe support structure according to the third embodiment of the present invention when viewed from the direction corresponding to BB in FIG. 2 (a). 図4に示すスペーサの平面図である。It is a top view of the spacer shown in FIG. 支持体を図4のC−C方向から見たときの部分断面図である。It is a partial cross-sectional view when the support is seen from the CC direction of FIG. 支持体を図4のD−D方向から見たときの部分断面図である。It is a partial cross-sectional view when the support is seen from the DD direction of FIG. 本発明の変形例に係る配管支持構造において、配管の中心を通る縦断面を図2(a)のB−B相当方向から見たときの支持体の部分断面図である。In the pipe support structure according to the modified example of the present invention, it is a partial cross-sectional view of the support when the vertical cross section passing through the center of the pipe is viewed from the direction corresponding to BB in FIG. 2 (a).

以下、図面に基づき本発明の各実施形態に係る配管支持構造について説明する。
<第1実施形態>
図1は本発明の第1実施形態に係る配管支持構造を示す斜視図である。なお、以下、図1において、配管12の管軸方向Xのうち、図の左下側に向う方向が左方向であり、図の右上側に向う方向が右方向である。また、配管12の管径方向Yのうち、図の上側に向う方向が上方向であり、図の下側に向う方向が下方向である。さらに、配管12の管径方向Zのうち図の左上側に向う方向が奥方向であり、図の右下側に向う方向が手前方向である。以降はこの位置関係を前提として説明する。この配管支持構造は、各種プラントで敷設される配管を配管の変位時にのみ支持する支持体1を備えている。
Hereinafter, the pipe support structure according to each embodiment of the present invention will be described with reference to the drawings.
<First Embodiment>
FIG. 1 is a perspective view showing a pipe support structure according to a first embodiment of the present invention. Hereinafter, in FIG. 1, of the pipe axial directions X of the pipe 12, the direction toward the lower left side of the figure is the left direction, and the direction toward the upper right side of the figure is the right direction. Further, in the pipe radial direction Y of the pipe 12, the direction toward the upper side of the figure is the upward direction, and the direction toward the lower side of the figure is the downward direction. Further, in the pipe radial direction Z of the pipe 12, the direction toward the upper left side in the figure is the back direction, and the direction toward the lower right side in the figure is the front direction. Hereinafter, the description will be made on the premise of this positional relationship. This pipe support structure includes a support 1 that supports pipes laid in various plants only when the pipes are displaced.

支持体1は、例えば、建屋内に載置された構造体2の上に接合して設けられている。構造体2は、例えば、建屋内の基礎6に設置されると共に建屋内の壁8に支持されており、構造体2を構成する複数の柱及び梁により囲われた空間に通されることで、水平に敷設された配管4を支持している。なお、構造体2及び以下に説明する支持体1の各構成部材の接合手段及び設置を伴う固定手段は主として溶接である。 The support 1 is provided, for example, by being joined onto a structure 2 placed in a building. The structure 2 is installed on the foundation 6 in the building and is supported by the wall 8 in the building, and is passed through a space surrounded by a plurality of columns and beams constituting the structure 2. Supports the horizontally laid pipe 4. It should be noted that the joining means and the fixing means accompanied by the installation of the respective constituent members of the structure 2 and the support 1 described below are mainly welding.

支持体1は、例えば、4本の柱1aと4本の梁1bとを備え、各柱1aの下端は構造体2の上に接合されて立設されている。対向する2本の梁1bは各柱1aの上端に載置されて接合されると共に壁8に支持されている。これら2本の梁1b間には残りの2本の梁1bが接合されている。 The support 1 includes, for example, four columns 1a and four beams 1b, and the lower end of each column 1a is joined and erected on the structure 2. The two beams 1b facing each other are placed on the upper end of each column 1a and joined to each other, and are supported by the wall 8. The remaining two beams 1b are joined between these two beams 1b.

支持体1において、水平に敷設されると共に配管ラグ10を設けた配管12が各柱1a、各梁1b、及び構造体2により囲われた空間に通されている。配管12は、構造体2に載置されるか、或いは、図示しない別の構造体の梁が配管12の荷重を受けるように構成されている。従って、支持体1は、配管12の変位時にのみ配管ラグ10を支持することにより、配管12を必要時にのみ拘束し、配管12の保護を優先するように構築されている。 In the support 1, a pipe 12 laid horizontally and provided with a pipe lug 10 is passed through a space surrounded by each pillar 1a, each beam 1b, and a structure 2. The pipe 12 is mounted on the structure 2 or is configured so that a beam of another structure (not shown) receives the load of the pipe 12. Therefore, the support 1 is constructed so as to support the pipe lug 10 only when the pipe 12 is displaced, to restrain the pipe 12 only when necessary, and to give priority to the protection of the pipe 12.

具体的には、支持体1には、配管ラグ10に向けて配管12の管軸方向Xに対向する一対のラグサポート14と、配管12に向けて配管12の管径方向Yと管径方向Zに対向する一対の配管サポート16とがそれぞれ複数組設けられている。より詳しくは、支持体1において、一対のラグサポート14は、管軸方向Xに対向する各柱1aに二組、管軸方向Xに対向する各梁1bに一組、管軸方向Xに対向する構造体2の各構成部材に一組の合計四組接合されている。また、一対の配管サポート16は、管径方向Zに対向する各柱1aに二組、管径方向Yに対向する梁1bと構造体2の構成部材とに二組の合計四組接合されている。 Specifically, the support 1 has a pair of lug supports 14 facing the pipe axial direction X of the pipe 12 toward the pipe lug 10, and a pipe radial direction Y and a pipe radial direction of the pipe 12 toward the pipe 12. A plurality of sets of a pair of piping supports 16 facing the Z are provided. More specifically, in the support 1, the pair of lug supports 14 are two sets for each pillar 1a facing the pipe axis direction X, one set for each beam 1b facing the pipe axis direction X, and facing the pipe axis direction X. A total of four sets are joined to each component of the structure 2 to be formed. Further, the pair of piping supports 16 are joined to a total of four sets, two sets for each column 1a facing the pipe radial direction Z, and two sets for the beam 1b facing the pipe radial direction Y and the constituent members of the structure 2. There is.

図2において、(a)は配管12の中心を通る縦断面を図1のA方向から見たときの支持体1の部分断面図であり、(b)は配管12を図2(a)のB−B方向から見たときの断面図であり、(c)は配管12と支持体1を図2(a)のB−B方向から見たときの部分断面図である。図2(a)、(b)に示すように、配管ラグ10は、配管12の外周面12aからその周方向に沿って管軸方向Xに直交した方向に突出した円板状をなし、配管12の外周面12aに鍛造により一体に成形されている。配管ラグ10の管軸方向Xに向いている両面には受圧面10aが形成されている。 In FIG. 2, (a) is a partial cross-sectional view of the support 1 when a vertical cross section passing through the center of the pipe 12 is viewed from the direction A of FIG. 1, and (b) is a partial cross-sectional view of the pipe 12 in FIG. 2 (a). It is a cross-sectional view when viewed from the BB direction, and (c) is a partial cross-sectional view of the pipe 12 and the support 1 when viewed from the BB direction of FIG. 2 (a). As shown in FIGS. 2A and 2B, the pipe lug 10 has a disk shape protruding from the outer peripheral surface 12a of the pipe 12 in a direction orthogonal to the pipe axis direction X along the circumferential direction thereof, and is a pipe. It is integrally formed on the outer peripheral surface 12a of 12 by forging. Pressure receiving surfaces 10a are formed on both sides of the piping lug 10 facing the pipe axis direction X.

ここで、本実施形態の各ラグサポート14は、管軸方向Xにて各受圧面10aとそれぞれ軸方向隙間G1を存して対向する支持面14aを有する。更に、各ラグサポート14は、管径方向Xに直交する方向から見たとき配管ラグ10の外周縁10bと重ならない位置に配置されている。換言すると、配管12を管径方向Xに直交する方向から見たとき、配管ラグ10の外周縁10bは各ラグサポート14で覆われておらず、外周縁10bの外側には開放空間が存在し、即ち、配管ラグ10は管軸方向Xに直交する方向において各ラグサポート14に干渉していない。また、各ラグサポート14は、配管12の外周面12aと径方向隙間(第1の径方向隙間)G2を存して対向する側面14bを有している。 Here, each lug support 14 of the present embodiment has each pressure receiving surface 10a in the pipe axial direction X and a supporting surface 14a facing each other with an axial gap G1. Further, each lug support 14 is arranged at a position that does not overlap with the outer peripheral edge 10b of the pipe lug 10 when viewed from a direction orthogonal to the pipe radial direction X. In other words, when the pipe 12 is viewed from the direction orthogonal to the pipe radial direction X, the outer peripheral edge 10b of the pipe lug 10 is not covered with each lug support 14, and an open space exists outside the outer peripheral edge 10b. That is, the pipe lug 10 does not interfere with each lug support 14 in the direction orthogonal to the pipe axial direction X. Further, each lug support 14 has a side surface 14b facing the outer peripheral surface 12a of the pipe 12 with a radial gap (first radial gap) G2.

一方、各配管サポート16は、配管12の外周面12aと径方向隙間(第2の径方向隙間)G3を存して対向する支持面16aを有している。上述した隙間G1〜G3は、配管12の熱膨張等に伴う配管ラグ10の比較的小さな変位を許容可能な大きさに設定されている。これにより、配管12の熱膨張等に起因して配管ラグ10が管軸方向Xに比較的小さく変位しても、軸方向隙間G1の存在によって、管軸方向Xに沿った左右両側における配管ラグ10とラグサポート14との接触が回避され、配管12に荷重が作用しない。 On the other hand, each pipe support 16 has a support surface 16a facing the outer peripheral surface 12a of the pipe 12 with a radial gap (second radial gap) G3. The above-mentioned gaps G1 to G3 are set to a size that allows a relatively small displacement of the pipe lug 10 due to thermal expansion of the pipe 12 or the like. As a result, even if the pipe lug 10 is displaced relatively small in the pipe axial direction X due to thermal expansion of the pipe 12, the pipe lugs on both the left and right sides along the pipe axial direction X due to the presence of the axial gap G1. Contact between the 10 and the lug support 14 is avoided, and no load acts on the pipe 12.

また、配管12の熱膨張等に起因して配管ラグ10が管軸方向Xに直交する方向に比較的小さく変位しても、配管ラグ10の外周縁10bの外側の開放空間の存在によって、管軸方向Xに直交する方向における配管ラグ10とラグサポート14との接触が回避され、配管12に荷重が作用しない。しかし、地震等により配管12が大きく変位したときには、配管12はラグサポート14や配管サポート16により拘束される。また、上述した隙間G1〜G3を支持体1に形成することにより、配管12及び配管ラグ10からの放熱促進をも図ることができる。 Further, even if the pipe lug 10 is displaced relatively small in the direction orthogonal to the pipe axial direction X due to thermal expansion of the pipe 12, the pipe is due to the existence of the open space outside the outer peripheral edge 10b of the pipe lug 10. Contact between the pipe lug 10 and the lug support 14 in the direction orthogonal to the axial direction X is avoided, and no load acts on the pipe 12. However, when the pipe 12 is largely displaced due to an earthquake or the like, the pipe 12 is restrained by the lag support 14 and the pipe support 16. Further, by forming the above-mentioned gaps G1 to G3 in the support 1, it is possible to promote heat dissipation from the pipe 12 and the pipe lug 10.

図2(c)に示すように、各ラグサポート14の支持面14aには、配管12の変位時に受圧面10aと接触可能に対向する接触領域14cが位置付けられている。支持面14aの面積に対する接触領域14cの面積の割合は、好ましくは30%以上であって、より好ましくは50%以上且つ70%以下である。 As shown in FIG. 2C, a contact region 14c is positioned on the support surface 14a of each lug support 14 so as to be in contact with the pressure receiving surface 10a when the pipe 12 is displaced. The ratio of the area of the contact region 14c to the area of the support surface 14a is preferably 30% or more, more preferably 50% or more and 70% or less.

以上のように本実施形態の配管支持構造では、各ラグサポート14の支持面14aが管軸方向Xにて配管ラグ10の各受圧面10aとそれぞれ軸方向隙間G1を存して対向する。更に、各ラグサポート14は管径方向Xに直交する方向から見たとき配管ラグ10の外周縁10bと重ならない位置に配置される。これにより、配管12の熱膨張等による比較的小さな変位は、管軸方向Xの何れの向きにおいても軸方向隙間G1により許容される一方、管径方向Xに直交する方向の何れの向きにおいても配管ラグ10の外周縁10bの外側に存在する開放空間により許容される。従って、配管12の拘束が必要な時にのみ配管12を拘束し、それ以外では配管12の保護を優先した配管支持構造を実現することができる。 As described above, in the pipe support structure of the present embodiment, the support surface 14a of each lug support 14 faces each pressure receiving surface 10a of the pipe lug 10 in the pipe axial direction X with an axial gap G1. Further, each lug support 14 is arranged at a position that does not overlap with the outer peripheral edge 10b of the pipe lug 10 when viewed from a direction orthogonal to the pipe radial direction X. As a result, a relatively small displacement due to thermal expansion of the pipe 12 is allowed by the axial gap G1 in any direction of the pipe axial direction X, while it is allowed in any direction orthogonal to the pipe radial direction X. It is allowed by the open space existing outside the outer peripheral edge 10b of the piping lug 10. Therefore, it is possible to realize a pipe support structure in which the pipe 12 is restrained only when it is necessary to restrain the pipe 12, and the protection of the pipe 12 is prioritized at other times.

また、配管12の管径方向Xに直交する方向の変位が配管ラグ10の外周縁10bの外側に存在する開放空間にて許容されることにより、配管支持構造の構造上、必要時に管軸方向Xのみを拘束したい場合にも対応可能となるため、配管支持構造の設計自由度を向上することができる。
また、各ラグサポート14の側面14bは配管12の外周面12aと径方向隙間G2を存して対向する。これにより、配管12の変位によって配管12自体がラグサポート14に接触するのを抑制することができるため、配管12を更に効果的に保護することができる。
Further, since the displacement of the pipe 12 in the direction orthogonal to the pipe radial direction X is allowed in the open space existing outside the outer peripheral edge 10b of the pipe lug 10, the pipe axial direction is required due to the structure of the pipe support structure. Since it is possible to handle the case where only X is desired to be restrained, the degree of freedom in designing the pipe support structure can be improved.
Further, the side surface 14b of each lug support 14 faces the outer peripheral surface 12a of the pipe 12 with a radial gap G2. As a result, it is possible to prevent the pipe 12 itself from coming into contact with the lug support 14 due to the displacement of the pipe 12, so that the pipe 12 can be protected more effectively.

また、配管12の変位時において、ラグサポート14の支持面14aに対する配管ラグ10の受圧面10aの接触領域14cの面積割合を好ましくは30%以上とし、より好ましくは50%以上且つ70%以下とすることにより、ラグサポート14に対する配管ラグ10の受圧面積を大きく確保している。これにより、配管12の変位時、配管ラグ10の受圧面10aがラグサポート14の支持面14aに接触した際に付与される管軸方向Xの荷重をラグサポート14の支持面14aで面圧を低減しながら受けることができる。 Further, when the pipe 12 is displaced, the area ratio of the contact region 14c of the pressure receiving surface 10a of the pipe lug 10 to the support surface 14a of the lug support 14 is preferably 30% or more, more preferably 50% or more and 70% or less. By doing so, a large pressure receiving area of the piping lug 10 with respect to the lug support 14 is secured. As a result, when the pipe 12 is displaced, the load in the pipe axial direction X applied when the pressure receiving surface 10a of the pipe lug 10 comes into contact with the support surface 14a of the lug support 14 is applied to the surface pressure by the support surface 14a of the lug support 14. You can receive it while reducing it.

しかも、上記受圧面積を大きく確保したことにより、ラグサポート14の支持面14aに配管ラグ10の受圧面10aが接触したときの面接触に伴う摩擦を増大することができる。これにより、管軸方向Xに直交する方向における配管12の変位を効果的に規制することができる。即ち、ラグサポート14の支持面14aに接触領域14cたる大きな受圧面積を確保したことにより、支持面14aにおいて、面圧を低減しながら管軸方向Xの荷重を受けることが可能となると共に、面接触に伴う摩擦により管軸方向Xに直交する方向の配管12の変位を効果的に規制することができるため、配管12をより一層効果的に保護することができる。 Moreover, by securing a large pressure receiving area, it is possible to increase the friction caused by the surface contact when the pressure receiving surface 10a of the piping lug 10 comes into contact with the support surface 14a of the lug support 14. Thereby, the displacement of the pipe 12 in the direction orthogonal to the pipe axis direction X can be effectively regulated. That is, by securing a large pressure receiving area as a contact region 14c on the support surface 14a of the lug support 14, it is possible to receive a load in the pipe axial direction X on the support surface 14a while reducing the surface pressure, and the surface. Since the displacement of the pipe 12 in the direction orthogonal to the pipe axial direction X can be effectively regulated by the friction caused by the contact, the pipe 12 can be protected even more effectively.

また、本実施形態の配管ラグ10は、配管12の外周面12aからその周方向に沿って管軸方向Xに直交した方向に突出した円板状をなすことにより、管軸方向Xにコンパクトな配管支持構造を構築することができる。更には、配管支持構造を新設又は既設更新する際、作業範囲が狭くて済むため、配管支持構造を構築する際の施工性が向上する。また、単純な円板状とすることにより、配管12への配管ラグ10の加工成形も低コストで済むというメリットもある。 Further, the pipe lug 10 of the present embodiment is compact in the pipe axial direction X by forming a disk shape protruding from the outer peripheral surface 12a of the pipe 12 in a direction orthogonal to the pipe axial direction X along the circumferential direction thereof. A pipe support structure can be constructed. Further, when the pipe support structure is newly installed or renewed, the work range can be narrowed, so that the workability when constructing the pipe support structure is improved. Further, by forming the pipe into a simple disk shape, there is an advantage that the processing and molding of the pipe lug 10 on the pipe 12 can be performed at low cost.

また、配管ラグ10が配管12の外周面12aに鍛造により一体に成形されることにより、配管ラグ10の強度を高めることができると共に、溶接に伴う配管12の変形、ひいては溶接変形に起因した配管12の破損を防止することができる。また、配管12に溶接部が存在しないため、溶接部の残留応力等に基づく配管12の破損リスク等を低減することができ、配管支持構造の信頼性をより一層高めることができる。 Further, since the pipe lug 10 is integrally formed on the outer peripheral surface 12a of the pipe 12 by forging, the strength of the pipe lug 10 can be increased, and the pipe 12 is deformed due to welding, and the pipe is caused by the welding deformation. 12 damage can be prevented. Further, since the pipe 12 does not have a welded portion, the risk of damage to the pipe 12 based on the residual stress of the welded portion or the like can be reduced, and the reliability of the pipe support structure can be further improved.

<第2実施形態>
図3は、本発明の第2実施形態に係る配管支持構造を示す図である。図3において、(a)は配管12を図2(a)のB−B相当方向から見たときの部分断面図を示し、(b)は配管12と支持体1を図2(a)のB−B相当方向から見たときの部分断面図を示している。図3(a)に示すように、本実施形態の配管ラグ18は、配管12の外周面12aからその周方向に沿って管径方向Yと管径方向Zに突出した十字状をなしている。なお、第1実施形態と同じ構成については、図面に第1実施形態の場合と同じ符号を付して説明を省略することがある。
<Second Embodiment>
FIG. 3 is a diagram showing a pipe support structure according to a second embodiment of the present invention. In FIG. 3, (a) shows a partial cross-sectional view of the pipe 12 when viewed from the direction corresponding to BB in FIG. 2 (a), and FIG. 3 (b) shows the pipe 12 and the support 1 in FIG. 2 (a). A partial cross-sectional view when viewed from the direction corresponding to BB is shown. As shown in FIG. 3A, the pipe lug 18 of the present embodiment has a cross shape protruding from the outer peripheral surface 12a of the pipe 12 along the circumferential direction in the pipe radial direction Y and the pipe radial direction Z. .. Regarding the same configuration as that of the first embodiment, the same reference numerals as those of the first embodiment may be added to the drawings to omit the description.

配管ラグ18には、その十字状を形作る各先端側に受圧面18aが形成され、当該各先端を結ぶ配管ラグ18の外端には配管12側に向けて凹となる円弧状の外周縁18bが形成されている。図3(b)に示すように、支持体1において配管12が通される空間には、配管ラグ18の外周縁18bと、支持体1の構成部材との間に空間20が形成されている。 The pipe lug 18 is formed with a pressure receiving surface 18a on each tip side forming a cross shape, and an arc-shaped outer peripheral edge 18b that is concave toward the pipe 12 side at the outer end of the pipe lug 18 connecting the respective ends. Is formed. As shown in FIG. 3B, in the space through which the pipe 12 is passed in the support 1, a space 20 is formed between the outer peripheral edge 18b of the pipe lug 18 and the constituent members of the support 1. ..

以上のように本実施形態の配管支持構造は、第1実施形態の場合と同様に、設計自由度、施工性及び信頼性の向上を図りながら、配管12を必要時にのみ拘束して配管12の保護を優先することができる。特に本実施形態の場合には、十字状の配管ラグ18を設けたことにより、支持体1において空間20を確保することができるため、支持体1の各構成部材を溶接等により接合する際の作業性が向上し、配管支持構造を構築する際の施工性を更に向上することができる。しかも、空間20を有効活用することにより、配管支持構造の更なる設計自由度の向上を図りつつ、配管支持構造の更なるコンパクト化を図ることもできる。 As described above, the pipe support structure of the present embodiment restrains the pipe 12 only when necessary while improving the degree of freedom in design, workability, and reliability, as in the case of the first embodiment. Protection can be prioritized. In particular, in the case of the present embodiment, since the space 20 can be secured in the support 1 by providing the cross-shaped piping lug 18, when the constituent members of the support 1 are joined by welding or the like. Workability is improved, and workability when constructing a pipe support structure can be further improved. Moreover, by effectively utilizing the space 20, the piping support structure can be further made more compact while further improving the degree of freedom in designing the piping support structure.

<第3実施形態>
図4は、本発明の第3実施形態に係る配管支持構造を示す上面図である。この配管支持構造の支持体1は、第1実施形態の場合と異なり、垂直に敷設された配管12が各梁1bにより囲われた空間に通されている。この支持体1には、第1実施形態の場合と同様の配管ラグ10、ラグサポート14、配管サポート16が設けられる。なお、第1実施形態と同じ構成については、図面に第1実施形態の場合と同じ符号を付して説明を省略することがある。
<Third Embodiment>
FIG. 4 is a top view showing a pipe support structure according to a third embodiment of the present invention. Unlike the case of the first embodiment, the support 1 of this pipe support structure has a vertically laid pipe 12 passed through a space surrounded by each beam 1b. The support 1 is provided with a piping lug 10, a lug support 14, and a piping support 16 similar to those in the first embodiment. Regarding the same configuration as that of the first embodiment, the same reference numerals as those of the first embodiment may be added to the drawings to omit the description.

また、以下、図4において、配管12の管軸方向Xは紙面の垂直方向であり、紙面の手前側に向う方向が上方向であり、紙面の奥側に向う方向が下方向である。また、配管12の管径方向Yは図の上下方向であり、図の上側に向う方向が右方向であり、図の下側に向う方向が左方向である。さらに、配管12の管径方向Zは図の左右方向であり、図の右側に向う方向が手前方向であり、図の左側に向う方向が奥方向である。以降はこの位置関係を前提として説明する。 Further, hereinafter, in FIG. 4, the pipe axial direction X of the pipe 12 is the vertical direction of the paper surface, the direction toward the front side of the paper surface is the upward direction, and the direction toward the back side of the paper surface is the downward direction. Further, the pipe radial direction Y of the pipe 12 is the vertical direction in the figure, the direction toward the upper side in the figure is the right direction, and the direction toward the lower side in the figure is the left direction. Further, the pipe radial direction Z of the pipe 12 is the left-right direction in the figure, the direction toward the right side in the figure is the front direction, and the direction toward the left side in the figure is the back direction. Hereinafter, the description will be made on the premise of this positional relationship.

ここで、本実施形態では、配管ラグ10と各ラグサポート14との間にそれぞれスペーサ22が設けられている。
図5はスペーサ22の平面図である。スペーサ22は、例えば平面視長方形の板状をなしており、その一端側には配管12の外周面12aに沿った半円状又は円弧状の切り欠き22aが形成されている。
Here, in the present embodiment, spacers 22 are provided between the piping lug 10 and each lug support 14.
FIG. 5 is a plan view of the spacer 22. The spacer 22 has, for example, a rectangular plate shape in a plan view, and a semicircular or arcuate notch 22a along the outer peripheral surface 12a of the pipe 12 is formed on one end side thereof.

図6は支持体1を図4のC−C方向から見た部分断面図である。スペーサ22は、ラグサポート14の支持面14aに接合され、配管ラグ10の受圧面10aと軸方向隙間G1を存して対向している。図6に示す場合には、図4に示した支持体1の構造上、配管12の直径に対する配管ラグ10の直径の割合が第1実施形態の図2に示した場合よりも小さい。この場合には、ラグサポート14の支持面14aに対する接触領域14cの面積割合は30%に到底至らない程小さくなる。これではラグサポート14において受圧面積を大きく確保することができない。 FIG. 6 is a partial cross-sectional view of the support 1 as viewed from the CC direction of FIG. The spacer 22 is joined to the support surface 14a of the lug support 14, and faces the pressure receiving surface 10a of the piping lug 10 with an axial gap G1. In the case shown in FIG. 6, due to the structure of the support 1 shown in FIG. 4, the ratio of the diameter of the pipe lug 10 to the diameter of the pipe 12 is smaller than that shown in FIG. 2 of the first embodiment. In this case, the area ratio of the contact region 14c to the support surface 14a of the lug support 14 becomes so small that it does not reach 30%. With this, it is not possible to secure a large pressure receiving area in the lag support 14.

しかし、ラグサポート14にスペーサ22を接合し、スペーサ22をラグサポート14の補完的部位として機能させることにより、スペーサ22に支持面14aが形成されたものとして取り扱うことができる。従って、隙間G1、G2を実質的に確保しながら、接触領域14cの面積割合を好ましくは30%以上とし、より好ましくは50%以上且つ70%以下とすることにより、ラグサポート14において受圧面積を大きく確保することが可能である。 However, by joining the spacer 22 to the lug support 14 and allowing the spacer 22 to function as a complementary portion of the lug support 14, it can be treated as if the support surface 14a is formed on the spacer 22. Therefore, while substantially securing the gaps G1 and G2, the area ratio of the contact region 14c is preferably 30% or more, more preferably 50% or more and 70% or less, so that the pressure receiving area in the lag support 14 can be increased. It is possible to secure a large area.

図7は支持体1を図4のD−D方向から見た部分断面図である。図7に示す場合には、図4に示した支持体1の構造上、ラグサポート14が配管12から近い配置とならざるを得ない。この場合には、配管12の変位時、配管12の外周面12aに至る配管ラグ10の根元部10dに、ラグサポート14の角部14dが接触するおそれがあり、対応が必要である。 FIG. 7 is a partial cross-sectional view of the support 1 as viewed from the DD direction of FIG. In the case shown in FIG. 7, due to the structure of the support 1 shown in FIG. 4, the lug support 14 must be arranged close to the pipe 12. In this case, when the pipe 12 is displaced, the corner portion 14d of the lug support 14 may come into contact with the root portion 10d of the pipe lug 10 reaching the outer peripheral surface 12a of the pipe 12, and it is necessary to take measures.

そこで、ラグサポート14にスペーサ22を接合し、スペーサ22をラグサポート14の補完的部位として機能させることにより、根元部10dへの角部14dの接触を回避可能である。また、図7に示す場合においては、スペーサ22の大きさを調整することにより、隙間G1を実質的に確保しながら接触領域14cの面積割合を好ましくは30%以上とし、より好ましくは50%以上且つ70%以下とすることにより、ラグサポート14において受圧面積を大きく確保することも可能である。 Therefore, by joining the spacer 22 to the lug support 14 and allowing the spacer 22 to function as a complementary portion of the lug support 14, it is possible to avoid contact of the corner portion 14d with the root portion 10d. Further, in the case shown in FIG. 7, by adjusting the size of the spacer 22, the area ratio of the contact region 14c is preferably 30% or more, more preferably 50% or more while substantially securing the gap G1. Moreover, by setting it to 70% or less, it is possible to secure a large pressure receiving area in the lag support 14.

以上のように本実施形態の配管支持構造は、第1及び第2実施形態の場合と同様に、設計自由度、施工性及び信頼性の向上を図りながら、配管12を必要時にのみ拘束して配管12の保護を優先することができる。特に本実施形態の場合、スペーサ22を設けたことにより、配管支持構造の構造上、ラグサポート14における受圧面積の確保が困難であったり、或いは、ラグサポート14が配管12に近い場合であっても、スペーサ22で調整することにより、配管12の変位時のラグサポート14における受圧面積を大きく確保することが可能である。 As described above, the pipe support structure of the present embodiment restrains the pipe 12 only when necessary while improving the degree of freedom in design, workability and reliability as in the case of the first and second embodiments. Priority can be given to the protection of the pipe 12. In particular, in the case of the present embodiment, it is difficult to secure the pressure receiving area in the lug support 14 due to the structure of the pipe support structure due to the provision of the spacer 22, or the lug support 14 is close to the pipe 12. However, by adjusting with the spacer 22, it is possible to secure a large pressure receiving area in the lag support 14 when the pipe 12 is displaced.

加えて、ラグサポート14が配管12から近い場合、配管12の変位時に根元部10dに角部14dが接触するのを回避することができる。従って、配管支持構造の設計自由度を高めながら、配管12を効果的に保護することができる。
また、配管12の外周面12aに沿ったスペーサ22の切り欠き22aにより、配管12の変位時、配管12自体がラグサポート14に接触するのを抑制することもできる。従って、配管12を更に効果的に保護することができる。
In addition, when the lug support 14 is close to the pipe 12, it is possible to prevent the corner portion 14d from coming into contact with the root portion 10d when the pipe 12 is displaced. Therefore, the pipe 12 can be effectively protected while increasing the degree of freedom in designing the pipe support structure.
Further, the notch 22a of the spacer 22 along the outer peripheral surface 12a of the pipe 12 can prevent the pipe 12 itself from coming into contact with the lug support 14 when the pipe 12 is displaced. Therefore, the pipe 12 can be protected more effectively.

以上で本発明の実施形態についての説明を終えるが、本発明はこれらに限定されるものではなく、本発明の趣旨を逸脱しない範囲で種々の変更ができるものである。 Although the description of the embodiment of the present invention is completed above, the present invention is not limited to these, and various modifications can be made without departing from the spirit of the present invention.

例えば、上記実施形態で説明した配管支持構造、ひいては支持体1の構成は、本発明の主旨を逸脱しない範囲で変更が可能であり、説明した構造に厳密に限定されるものではない。
具体的には、図8に示すように、隣り合う配管ラグ10間に、管軸方向Xに連続した1つのラグサポート14を設けても良い。
For example, the structure of the pipe support structure described in the above embodiment, and thus the structure of the support body 1, can be changed without departing from the gist of the present invention, and is not strictly limited to the structure described.
Specifically, as shown in FIG. 8, one lug support 14 continuous in the pipe axial direction X may be provided between adjacent pipe lugs 10.

この場合には、隣り合う各配管ラグ10の受圧面10aに、1つのラグサポート14の両端に位置する支持面14aが対向することとなる。これにより、上記実施形態の場合と同様に配管12を必要時にのみ拘束して配管12の保護を優先することができると共に、配管ラグ10の数に対するラグサポート14の数を減らすことができる。従って、配管支持構造の設計自由度及び施工性の向上を図りながら、支持体1の構成部材点数を削減することができ、配管支持構造に係るコストを低減することが可能である。 In this case, the support surfaces 14a located at both ends of one lug support 14 face the pressure receiving surfaces 10a of the adjacent piping lugs 10. As a result, as in the case of the above embodiment, the pipe 12 can be restrained only when necessary to give priority to the protection of the pipe 12, and the number of lug supports 14 with respect to the number of pipe lugs 10 can be reduced. Therefore, it is possible to reduce the number of constituent members of the support 1 while improving the design flexibility and workability of the pipe support structure, and it is possible to reduce the cost related to the pipe support structure.

また、上記実施形態では、スペーサ22の切り欠き22aは半円状又は円弧状に形成される。しかし、切り欠き22aは、配管12の外周面12aに沿った形状であれば良く、半円状又は円弧状に限定されるものではない。
また、上記実施形態では、配管ラグ10は、配管12の外周面12aからその周方向に沿って管径方向Yに突出した円板状をなす。しかし、配管ラグ10は、配管12の外周面12aからその周方向に沿って管径方向Yに突出すると共に、配管12の断面形状の相似形をなしていれば良く、円板状に限定されるものではない。
Further, in the above embodiment, the notch 22a of the spacer 22 is formed in a semicircular shape or an arc shape. However, the notch 22a may have a shape along the outer peripheral surface 12a of the pipe 12, and is not limited to a semicircular shape or an arc shape.
Further, in the above embodiment, the pipe lug 10 has a disk shape protruding from the outer peripheral surface 12a of the pipe 12 along the circumferential direction in the pipe radial direction Y. However, the pipe lug 10 is limited to a disk shape as long as it protrudes from the outer peripheral surface 12a of the pipe 12 in the pipe radial direction Y along the circumferential direction and has a similar shape to the cross-sectional shape of the pipe 12. It's not something.

また、上記実施形態では、支持体1に、一対のラグサポート14が四組設けられると共に、一対の配管サポート16が四組設けられている。しかし、これら対となる各ラグサポート14、及び各配管サポート16の組数は、四組に限定されず、支持体1の構造に応じて、配管12の周方向に間隔を存して二組以上設ければ良い。 Further, in the above embodiment, the support 1 is provided with four sets of a pair of lug supports 14 and four sets of a pair of piping supports 16. However, the number of pairs of the lug supports 14 and the piping supports 16 is not limited to four, and two sets are spaced apart in the circumferential direction of the piping 12 according to the structure of the support 1. The above may be provided.

また、上記実施形態では、配管12に円板状の配管ラグ10や十字状の配管ラグ18を形成している。しかし、配管12の外周面12aからその周方向に沿って管軸方向Xに直交する方向に突出した板状をなし、管軸方向Xに対向する受圧面が形成される配管ラグであれば、上記形状に限定されない。例えば、支持体1の構造に応じて、配管ラグを円板状以外の楕円板状等を含む環板状(リング板状)にしても良いし、十字状以外の2箇所、3箇所、或いは5箇所以上を管軸方向Xに直交する方向に突出させた放射板状にしても良い。 Further, in the above embodiment, a disk-shaped pipe lug 10 and a cross-shaped pipe lug 18 are formed on the pipe 12. However, if it is a pipe lug that has a plate shape protruding from the outer peripheral surface 12a of the pipe 12 in a direction orthogonal to the pipe axis direction X along the circumferential direction and a pressure receiving surface facing the pipe axis direction X is formed. It is not limited to the above shape. For example, depending on the structure of the support 1, the piping lug may be in the shape of a ring plate (ring plate shape) including an elliptical plate shape other than the disk shape, two places other than the cross shape, three places, or A radiation plate shape may be formed in which five or more points are projected in a direction orthogonal to the pipe axis direction X.

また、上記実施形態で説明したように、支持体1は水平配管及び垂直配管の双方の支持に適用可能であり、また、配管4及び構造体2が存在しない場合には、支持体1を基礎6に直接設置しても良いし、構造上問題がなければ壁8での支持はなくても良い。
また、上記実施形態では、配管ラグ10は配管12に鍛造で一体成形されるが、溶接により接合しても良い。この場合であっても、上述した支持体1の構造により、少なくとも、設計自由度の向上を図りながら、配管12を必要時にのみ拘束して配管12の保護を優先する配管支持構造を構築可能である。
Further, as described in the above embodiment, the support 1 can be applied to support both the horizontal pipe and the vertical pipe, and when the pipe 4 and the structure 2 do not exist, the support 1 is used as a basis. It may be installed directly on the wall 6, or may not be supported by the wall 8 if there is no structural problem.
Further, in the above embodiment, the pipe lug 10 is integrally formed with the pipe 12 by forging, but may be joined by welding. Even in this case, the structure of the support 1 described above makes it possible to construct a pipe support structure in which the pipe 12 is restrained only when necessary and the protection of the pipe 12 is prioritized while at least improving the degree of freedom in design. is there.

1 支持体
1a 柱
1b 梁
2 構造体
6 基礎
10、18 配管ラグ
10a、18a 受圧面
10b、18b 外周縁
12 配管
12a 外周面
14 ラグサポート
14a 支持面
14c 接触領域
14d 角部
16 配管サポート
22 スペーサ
22a 切り欠き
G1 軸方向隙間
G2 径方向隙間(第1の径方向隙間)
G3 径方向隙間(第2の径方向隙間)
X 管軸方向
Y 管径方向
1 Support 1a Pillar 1b Beam 2 Structure 6 Foundation 10, 18 Piping lugs 10a, 18a Pressure receiving surface 10b, 18b Outer peripheral edge 12 Piping 12a Outer peripheral surface 14 Rug support 14a Support surface 14c Contact area 14d Corner 16 Piping support 22 Spacer 22a Notch G1 Axial gap G2 Radial gap (first radial gap)
G3 radial gap (second radial gap)
X pipe axial direction Y pipe radial direction

Claims (7)

配管を支持する配管支持構造であって、
前記配管の外周面からその周方向に沿って管径方向に突出すると共に管軸方向に対向する受圧面を有する配管ラグと、
前記管軸方向にて前記受圧面と軸方向隙間を存して対向する支持面を有すると共に前記管径方向から見たとき前記配管ラグの外周縁と重ならない位置に配置されるラグサポートと
を備え
前記ラグサポートは、その前記支持面に接合されるスペーサを備え、
前記スペーサは、前記受圧面と前記軸方向隙間を存して対向すると共に、前記配管の外周面に沿った形状の切り欠きを有する、配管支持構造。
It is a pipe support structure that supports pipes.
A pipe lug that projects from the outer peripheral surface of the pipe in the pipe radial direction along the circumferential direction and has a pressure receiving surface that faces the pipe axis direction.
A lug support having a support surface facing the pressure receiving surface in the pipe axial direction with an axial gap and being arranged at a position not overlapping with the outer peripheral edge of the pipe lug when viewed from the pipe radial direction. Prepare ,
The lug support comprises a spacer joined to the support surface.
The spacer is a pipe support structure having a notch having a shape along the outer peripheral surface of the pipe while facing the pressure receiving surface with a gap in the axial direction.
前記ラグサポートは、前記管径方向にて前記配管の外周面と第1の径方向隙間を存して対向する、請求項1に記載の配管支持構造。 The pipe support structure according to claim 1, wherein the lug support faces the outer peripheral surface of the pipe with a first radial gap in the pipe radial direction. 前記管径方向にて前記配管の外周面と第2の径方向隙間を存して対向する配管サポートを備える、請求項1又は2に記載の配管支持構造。 The pipe support structure according to claim 1 or 2, further comprising a pipe support facing the outer peripheral surface of the pipe in the pipe radial direction with a second radial gap. 前記配管ラグは、前記配管の外周面からその周方向に沿って前記管径方向に突出すると共に、前記配管の断面形状の相似形をなす、請求項1からの何れか一項に記載の配管支持構造。 The invention according to any one of claims 1 to 3 , wherein the pipe lug projects from the outer peripheral surface of the pipe along the circumferential direction in the pipe radial direction and has a shape similar to the cross-sectional shape of the pipe. Piping support structure. 前記配管ラグは、前記配管の外周面からその周方向に沿って複数箇所が前記管径方向に突出した形状をなす、請求項1からの何れか一項に記載の配管支持構造。 The pipe support structure according to any one of claims 1 to 3 , wherein the pipe lug has a shape in which a plurality of locations project from the outer peripheral surface of the pipe along the circumferential direction thereof in the pipe radial direction. 前記配管ラグは、前記配管の外周面に鍛造により一体に成形される、請求項1からの何れか一項に記載の配管支持構造。 The pipe support structure according to any one of claims 1 to 5 , wherein the pipe lug is integrally formed on the outer peripheral surface of the pipe by forging. 基礎又は構造体に立設される複数の柱と、
前記各柱上に接合される複数の梁と、
前記柱又は前記梁に接合され、前記柱又は前記梁から前記配管ラグに向けて前記管軸方向に延設される前記ラグサポートと
から構成された支持体を含む、請求項1からの何れか一項に記載の配管支持構造。
Multiple pillars erected on the foundation or structure,
With a plurality of beams joined on each of the columns,
Any of claims 1 to 6 , including a support joined to the column or beam and configured with the lug support extending from the column or beam toward the pipe lug in the pipe axial direction. The piping support structure described in item 1.
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