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JP7499314B2 - Pipe support and its manufacturing method - Google Patents
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JP7499314B2 - Pipe support and its manufacturing method - Google Patents

Pipe support and its manufacturing method Download PDF

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JP7499314B2
JP7499314B2 JP2022185349A JP2022185349A JP7499314B2 JP 7499314 B2 JP7499314 B2 JP 7499314B2 JP 2022185349 A JP2022185349 A JP 2022185349A JP 2022185349 A JP2022185349 A JP 2022185349A JP 7499314 B2 JP7499314 B2 JP 7499314B2
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pipe insertion
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聡 吉岡
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Awj株式会社
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Description

本発明は、各種配管を吊りバンドあるいは立てバンドといった形で支持する際に用いられる配管支持具及びその製造方法に関する。 The present invention relates to a pipe support used to support various pipes in the form of a hanging band or standing band, and a method for manufacturing the same.

空気調和設備工事や衛生設備工事においては、用途や目的に応じてさまざまな配管が用いられており、材質で分類すると概ね金属管と樹脂管に大別される。 In air conditioning and sanitary equipment construction, various types of piping are used depending on the application and purpose, and when classified by material, they can be broadly divided into metal pipes and plastic pipes.

例えば、給水管には、ポリエチレンや硬質ポリ塩化ビニルで内面を被覆したライニング鋼管や、硬質ポリ塩化ビニル管、ポリエチレン管などの樹脂管が用いられており、給湯管には、ステンレス鋼管や耐熱性硬質ポリ塩化ビニルライニング鋼管が用いられている。 For example, water supply pipes are made of steel pipes lined with polyethylene or rigid polyvinyl chloride, or plastic pipes such as rigid polyvinyl chloride pipes and polyethylene pipes, while hot water pipes are made of stainless steel pipes or heat-resistant rigid polyvinyl chloride-lined steel pipes.

これらの配管は、横走り管であれば、吊りバンドで天井や上階スラブから吊持し、立ち上がり管であれば、立てバンドで壁に固定することで建物内に設置されるが、これら吊りバンドあるいは立てバンドといった配管支持具は、帯状の鋼材を面外方向に環状に湾曲加工することでその内側に配管が挿通できるように構成された配管挿通部と、該配管挿通部の各端部から互いに対向するように放射方向にそれぞれ延設された一対の連結部とで構成してある。 These pipes are installed inside a building by hanging them from the ceiling or upper floor slab with hanging bands if they are horizontal pipes, or by fixing them to the wall with vertical bands if they are rising pipes. These pipe supports, such as hanging bands or vertical bands, are made up of a pipe insertion section made of strip-shaped steel material that is curved into a ring shape in the out-of-plane direction so that the pipe can be inserted inside it, and a pair of connecting sections that extend radially from each end of the pipe insertion section so that they face each other.

そして、かかる配管支持具は、上述した一対の連結部の間に天井面や上階床スラブ下面に固定された連結具の下端あるいは壁面に固定された連結具の先端を挟み込むとともに、上述した配管を配管挿通部に挿通した上、一対の連結部にボルトを挿通して締め付けることで、該配管を天井や上階床スラブから吊持し、あるいは壁に固定できるようになっている。 The pipe support is designed so that the lower end of a connector fixed to the ceiling surface or the underside of the upper floor slab, or the tip of a connector fixed to the wall surface, is sandwiched between the pair of connecting parts described above, and the pipe is inserted through the pipe insertion parts, and bolts are inserted through the pair of connecting parts and tightened, allowing the pipe to be suspended from the ceiling or upper floor slab, or fixed to the wall.

特開2012-57737号公報JP 2012-57737 A

ここで、帯状の鋼材からなる配管挿通部には配管の自重が鉛直荷重として常時作用し、あるいは地震時慣性力が水平荷重として作用する一方、それらの反力が配管の周面に作用するが、配管支持具の製作コストを抑えるためには、鋼材の幅を25mm程度に制限せざるを得ない。 The weight of the pipe acts constantly as a vertical load on the pipe insertion section made of strip-shaped steel, and the inertial force during an earthquake acts as a horizontal load, while these reaction forces act on the circumference of the pipe. However, in order to keep the manufacturing costs of the pipe supports down, the width of the steel must be limited to around 25 mm.

そのため、配管挿通部からの反力の作用面が配管の狭い範囲に集中し、その結果、腐食等によって配管の強度が低下している場合には、該配管が破断するおそれがあるという問題を生じていた。 As a result, the reaction force from the pipe insertion section is concentrated in a small area of the pipe, which creates the problem that if the strength of the pipe has decreased due to corrosion or other reasons, the pipe may break.

また、配管挿通部が帯状の鋼材を面外に湾曲加工して構成される関係上、該配管挿通部には、いわゆるスプリングバックを防止するための補剛リブが周方向に設けられるが、その凹凸は、外周側では突条として、内周側では溝として顕れるので、荷重作用面がさらに減少し、上述した応力集中がより顕著になるという問題も生じていた。 In addition, because the pipe insertion section is made by bending a strip of steel material out of its plane, the pipe insertion section is provided with stiffening ribs in the circumferential direction to prevent so-called springback. However, these irregularities appear as ridges on the outer periphery and as grooves on the inner periphery, further reducing the surface area on which the load acts, and the above-mentioned stress concentration becomes even more pronounced.

ちなみに、配管が金属管である場合には、電食を防止すべく、鋼材に電気絶縁材を被覆したものが配管挿通部として用いられているが、従来においては、電気絶縁材の被覆を主としてディッピングによって行っているので、上述した補剛リブにはその凹凸に沿って電気絶縁材が被覆されるにとどまり、内周側には上述した溝が依然として顕れたままとなり、溝による荷重作用面の減少の問題は何ら解決されない。 When the piping is a metal pipe, the pipe insertion section is made of steel material coated with an electrical insulating material to prevent electrolytic corrosion. Conventionally, however, the electrical insulating material has been coated mainly by dipping, so the stiffening rib is only coated with electrical insulating material along its irregularities, and the grooves remain visible on the inner circumference, so the problem of the reduction in the load acting surface due to the grooves is not solved.

本発明は、上述した事情を考慮してなされたもので、配管に作用する荷重の応力集中を緩和することが可能な配管支持具及びその製造方法を提供することを目的とする。 The present invention was made in consideration of the above circumstances, and aims to provide a pipe support that can reduce the stress concentration of the load acting on the pipe, and a method for manufacturing the same.

上記目的を達成するため、本発明に係る配管支持具は請求項1に記載したように、建物内に設置される配管支持具であって、面外方向にかつ環状に湾曲形成されスプリングバックを防止するための補剛リブが周方向に沿ってかつ湾曲部分に設けられた配管挿通部及び該配管挿通部の対向端部から放射方向にそれぞれ延設された互いに対向する一対の連結部からなる金属本体を備え、該一対の連結部を所定の連結具を介して天井面若しくは上階床スラブ下面又は壁面に連結することにより、前記配管挿通部の内側空間に挿通された配管を支持できるようになっている配管支持具において、
前記配管挿通部と前記配管との間で荷重伝達が分散状態で行われるようにそれらの間に配置されたエラストマーからなる荷重伝達手段を備え、該荷重伝達手段を、その内周側において前記配管の材軸を含む断面で凹凸が顕れないように形成するとともに、前記補剛リブの内周側に顕れる溝が埋められる断面形状とし、
前記荷重伝達手段を、前記配管挿通部が埋設される形でその周囲を取り囲むように荷重伝達部として構成したものである。
In order to achieve the above object, as described in claim 1, the pipe support of the present invention is a pipe support to be installed inside a building, comprising a metal body consisting of a pipe insertion portion curved in an out-of-plane direction and annularly, with stiffening ribs for preventing springback provided along the circumferential direction and on the curved portion, and a pair of opposing connecting portions extending radially from opposing ends of the pipe insertion portion, and the pair of connecting portions are connected to a ceiling surface or an underside of an upper floor floor slab or a wall surface via a predetermined connecting device, thereby making it possible to support a pipe inserted into the inner space of the pipe insertion portion.
a load transmission means made of an elastomer arranged between the pipe insertion portion and the pipe so that load transmission is performed in a distributed state between them, the load transmission means being formed so that irregularities are not apparent on its inner periphery in a cross section including the material axis of the pipe, and the cross-sectional shape of the load transmission means is such that grooves apparent on the inner periphery of the stiffening rib are filled;
The load transmission means is configured as a load transmission section so as to surround the periphery of the pipe insertion section in a buried form .

また、本発明に係る配管支持具は、前記金属本体のうち、前記一対の連結部の反対側となる位置に断面欠損部を設けたものである。In the pipe support according to the present invention, a cross-sectional cutout portion is provided in the metal body at a position opposite to the pair of connecting portions.

また、本発明に係る配管支持具は、前記荷重伝達部を、前記配管挿通部の全長にわたって配置したものである。 In the pipe support according to the present invention, the load transmitting portion is disposed over the entire length of the pipe insertion portion.

また、本発明に係る配管支持具は、前記荷重伝達部を、前記配管挿通部のうち、前記一対の連結部の反対側に位置する部位を除く残り全てにわたって配置したものである。 In the pipe support according to the present invention, the load transmitting portion is disposed over the entire pipe insertion portion except for a portion located on the opposite side of the pair of connecting portions.

また、本発明に係る配管支持具は、前記荷重伝達部を、その内周側において前記配管の材軸に直交する断面で凹凸が顕れないように形成したものである。 In the pipe support according to the present invention, the load transfer portion is formed so that no irregularities are apparent on the inner periphery thereof in a cross section perpendicular to the material axis of the pipe.

また、本発明に係る配管支持具は、前記荷重伝達手段を、該荷重伝達手段に前記配管挿通部が埋設された形となるように荷重伝達部として構成したものである。 The pipe support according to the present invention is configured as a load transmission part in which the load transmission means is embedded in the pipe insertion part.

また、本発明に係る配管支持具は、前記荷重伝達手段を、前記配管挿通部に着脱自在な荷重伝達部材として構成したものである。 The pipe support according to the present invention is configured such that the load transmission means is a load transmission member that can be attached to and detached from the pipe insertion portion.

また、本発明に係る配管支持具の製造方法は請求項6に記載したように、請求項1記載の配管支持具を製造する方法であって、前記金属本体のうち、前記配管挿通部を埋設物とした射出成形によって前記荷重伝達部を構成するものである。 Furthermore, as set forth in claim 6 , a method for manufacturing a pipe support according to the present invention is a method for manufacturing a pipe support as set forth in claim 1 , in which the load transmission portion is formed by injection molding of the metal body with the pipe insertion portion as an embedded object.

本発明に係る配管支持具においては、従来と同様、面外方向にかつ環状に湾曲形成されスプリングバックを防止するための補剛リブが周方向に沿ってかつ湾曲部分に設けられた配管挿通部及び該配管挿通部の対向端部から放射方向にそれぞれ延設された互いに対向する一対の連結部からなる金属本体を備えるが、配管挿通部には、該配管挿通部と配管との間で荷重伝達が行われるようにエラストマーからなる荷重伝達手段を配置してあり、該荷重伝達手段は、その内周側において、配管の材軸を含む断面(以下、縦断面)で凹凸が顕れないように、換言すれば縦断面でみたときに平坦になるように形成してあるとともに、補剛リブの内周側に顕れる溝が埋められる断面形状としてある。 The pipe support of the present invention, as in the conventional art, comprises a metal body consisting of a pipe insertion portion which is curved out of the plane and annularly and has stiffening ribs curved along the circumferential direction and provided at the curved portion to prevent springback, and a pair of opposing connecting portions which extend radially from opposite ends of the pipe insertion portion, but the pipe insertion portion is provided with a load transmission means made of an elastomer so that load is transmitted between the pipe insertion portion and the pipe, and the load transmission means is formed on its inner side so that no unevenness is apparent in a cross section including the material axis of the pipe (hereinafter referred to as a longitudinal cross section), in other words so as to be flat when viewed in longitudinal cross section, and has a cross-sectional shape which fills in grooves that appear on the inner side of the stiffening ribs.

このようにすると、荷重伝達手段は、配管挿通部に補剛リブが設けられていても、十分な作用面積をもってその内周側で配管の周面と当接し、該荷重伝達手段からの力、すなわち配管の自重や配管の地震時慣性力に対する反力は、分散した状態で配管に作用することとなり、かくして配管に生じるせん断応力が小さくなり、配管への応力集中、ひいてはそれに起因する破断が未然に防止される。 In this way, even if a stiffening rib is provided at the pipe insertion portion, the load transmission means will have a sufficient operating area to abut against the peripheral surface of the pipe on its inner side, and the force from the load transmission means, i.e., the reaction force to the weight of the pipe and the inertial force of the pipe during an earthquake, will act on the pipe in a dispersed state, thus reducing the shear stress generated in the pipe and preventing stress concentration on the pipe and, ultimately, the resulting breakage.

荷重伝達手段は、配管との間で荷重伝達が行われるように配置されていればよいのであって、少なくとも内周側に配置されていれば足りるが、内周及び外周の両方に配置されている構成が典型例となる。 The load transmission means need only be positioned so that load can be transmitted between the pipe and the load transmission means, and it is sufficient that it is positioned at least on the inner circumference, but a typical example is a configuration in which it is positioned on both the inner and outer circumferences.

また、荷重伝達手段は、配管挿通部の全長に沿って配置されておらずとも、離散的にあるいは不連続に配置されていてもかまわないが、以下の構成、すなわち、
(a) 荷重伝達手段を、前記配管挿通部の全長にわたって配置した構成
(b) 荷重伝達手段を、前記配管挿通部のうち、前記一対の連結部の反対側に位置する部位を除く残り全てにわたって配置した構成
が典型例となる。
The load transmitting means may not be disposed along the entire length of the pipe insertion portion, and may be disposed discretely or discontinuously. However, the load transmitting means may have the following configuration, i.e.,
(a) A configuration in which the load transmission means is disposed over the entire length of the pipe insertion portion.
(b) A typical example is a configuration in which the load transmitting means is disposed over the entire pipe insertion portion except for a portion located on the opposite side of the pair of connecting portions.

ここで、荷重伝達手段はエラストマーで構成してあるので、配管が金属管である場合の該配管と金属本体との接触を回避して電食防止を図ることができるが、(a)は、かかる電食防止をより確実に防止可能な構成となり、(b)は、開閉操作の際、曲げが卓越する部位に荷重伝達手段が存在しないため、開閉操作が容易な構成となることはもちろん、荷重伝達手段がそもそも存在しないため、割れの発生についても懸念の必要がない構成となる。 Here, since the load transmission means is made of an elastomer, when the piping is a metal pipe, contact between the piping and the metal body can be avoided, thereby preventing electrolytic corrosion. (a) is a configuration that can more reliably prevent such electrolytic corrosion, and (b) is a configuration that not only makes opening and closing operations easier, since the load transmission means is not present in the area where bending is prominent during opening and closing operations, but also eliminates the need to worry about cracks, since there is no load transmission means in the first place.

また、金属本体については、配管挿通部の開閉操作を容易にすべく、該金属本体のうち、一対の連結部の反対側となる位置に開口、切り欠き等の断面欠損部を設けるか、又はヒンジ部を設けることが前提となり、(b)の場合には、これら断面欠損部やヒンジ部が設けられた箇所で金属本体が露出することになるが、荷重伝達手段の内周側厚みを適宜設定することにより、断面欠損部やヒンジ部が設けられた箇所での金属本体と配管との接触も確実に回避することが可能である。 In addition, to facilitate the opening and closing of the pipe insertion section, the metal body is assumed to have a cross-sectional defect such as an opening or notch on the opposite side of the pair of connecting sections, or to have a hinge section. In the case of (b), the metal body will be exposed at the locations where the cross-sectional defect or hinge section is provided. However, by appropriately setting the inner peripheral thickness of the load transmission means, it is possible to reliably avoid contact between the metal body and the pipe at the locations where the cross-sectional defect or hinge section is provided.

荷重伝達手段は、縦断面でその内周側に凹凸が顕れないように形成されていれば足りるものであって、配管の材軸に直交する断面(以下、横断面)については、内周側に凹凸が顕れてもかまわない。 It is sufficient that the load transmission means is formed so that no unevenness is apparent on its inner circumference in a longitudinal section, but it is acceptable for unevenness to be apparent on the inner circumference in a section perpendicular to the axis of the pipe (hereafter referred to as a transverse section).

すなわち、金属本体に補剛リブが設けられている従来の配管支持具において、補剛リブの凹凸が内周側では溝として顕れ、その溝の分だけ、配管に当接可能な配管挿通部の領域が狭くなることからわかるように、周方向に沿った溝、つまり縦断面において内周側に顕れる凹部は、周方向に沿っているために長くなりがちであり、荷重作用面の面積減少への影響が大きく、それゆえ、縦断面において内周側に凹凸が顕れる構成は本発明では許容されないが、横断面において内周側に顕れる凹部は、配管材軸方向に沿っているがゆえに長さが短くなるため、荷重作用面の面積減少への影響はわずかであり、本発明ではこれが許容される。 In other words, in conventional pipe supports in which stiffening ribs are provided on a metal body, the unevenness of the stiffening ribs appears as grooves on the inner circumference, and the area of the pipe insertion portion that can abut against the pipe is narrowed by the amount of the groove. As can be seen from this, grooves along the circumferential direction, that is, recesses that appear on the inner circumference side in a vertical section, tend to be long because they are along the circumferential direction, and have a large impact on the reduction in the area of the load-applied surface, and therefore a configuration in which unevenness appears on the inner circumference side in a vertical section is not permitted in this invention, but recesses that appear on the inner circumference side in a cross section are short because they are along the axial direction of the pipe material, and therefore have only a small impact on the reduction in the area of the load-applied surface, and this is permitted in this invention.

ここで、横断面においても内周側に凹凸が顕れないように形成されている構成が典型例となり、かかる場合には、荷重伝達手段を周方向に沿って展開した状態での輪郭線(周縁)で囲まれた領域の面積が、配管の周面に当接する実際の面積と一致するため、荷重作用面積が最大となり、配管に生じるせん断応力を最小にすることが可能となるが、これに対し、荷重伝達手段の内周側であって、一対の連結部の反対側に位置する部位に配管の材軸方向に沿って延びる切り欠きを設けたならば、断面欠損部やヒンジ部が設けられた箇所での金属本体の露出を回避しつつ、配管挿通部の開閉操作を容易にすることが可能となる(参考発明) A typical example here is a configuration in which no unevenness is apparent on the inner side even in cross section.In such a case, the area of the region surrounded by the contour line (periphery) when the load transmission means is expanded in the circumferential direction coincides with the actual area abutting the peripheral surface of the pipe, thereby maximizing the load acting area and minimizing the shear stress generated in the pipe.In contrast, if a notch extending along the axial direction of the pipe is provided on the inner side of the load transmission means, at a location opposite a pair of connecting parts, it is possible to easily open and close the pipe insertion part while avoiding exposure of the metal body at the cross-sectional defect part or the location where the hinge part is provided (Reference Invention) .

荷重伝達手段は、既に述べた通り、その内周側を、配管の材軸を含む断面において凹凸が顕れないように形成することで、配管への応力集中、ひいてはそれに起因する破断を未然に防止することができるが、配管の材軸方向に延びるフラップを荷重伝達手段に設けた構成とすれば、配管への応力集中をさらに緩和することが可能となる(参考発明)。 As already mentioned, the load transmission means can prevent stress concentration on the pipe and, ultimately, the resulting breakage, by forming the inner periphery of the load transmission means so that no unevenness is apparent in the cross section including the material axis of the pipe. However, if the load transmission means is configured with flaps extending in the material axis direction of the pipe, it is possible to further reduce stress concentration on the pipe (reference invention).

荷重伝達手段は、配管挿通部が埋設された形となるように荷重伝達部として構成するか、配管挿通部に着脱自在な荷重伝達部材として構成するかも適宜選択することが可能であるが、前者の場合であれば、配管挿通部を埋設物としたインサート成形においてエラストマーを射出することにより構成することができる。 The load transmission means can be configured as a load transmission part so that the pipe insertion part is embedded, or as a load transmission member that can be attached and detached to the pipe insertion part. In the former case, it can be configured by injecting elastomer during insert molding with the pipe insertion part as an embedded part.

本実施形態に係る配管支持具1の図であり、(a)は全体斜視図、(b)は荷重伝達部を省略して該荷重伝達部に埋設されている金属本体のみを示した全体斜視図。1A and 1B are diagrams of a pipe support 1 according to the present embodiment, in which (a) is an overall perspective view, and (b) is an overall perspective view showing only the metal body embedded in the load transmission portion, with the load transmission portion omitted. 同じく本実施形態に係る配管支持具1の図であり、(a)は側面図、(b)はA-A線方向から見た正面図、(c)はB-B線に沿う断面図。3A is a side view of the pipe support 1 according to the present embodiment, FIG. 3B is a front view taken from the direction of line AA, and FIG. 3C is a cross-sectional view taken along line BB. 同じく本実施形態に係る配管支持具1の図であり、(a)はC-C線に沿う断面図、(b)はD-D線に沿う断面図。3A and 3B are views of the pipe support 1 according to the present embodiment, where (a) is a cross-sectional view taken along line CC, and (b) is a cross-sectional view taken along line DD. 本実施形態に係る配管支持具1の作用を説明した模式図。5A to 5C are schematic diagrams illustrating the function of the pipe support 1 according to the embodiment. 配管支持具から配管に作用する荷重伝達状況を示した図であり、(a)及び(b)は、本実施形態に係る配管支持具1の作用を、(c)及び(d)は従来構成に係る配管支持具の作用をそれぞれ示した断面図。1A and 1B are cross-sectional views showing the load transmission state acting on the pipe from the pipe support, where (a) and (b) are cross-sectional views showing the operation of the pipe support 1 of this embodiment, and (c) and (d) are cross-sectional views showing the operation of a pipe support of a conventional configuration. 変形例に係る配管支持具1a,1bをそれぞれ示した正面図。1A and 1B are front views showing pipe supports 1a and 1b according to modified examples. 変形例に係る配管支持具1cを示した全体斜視図。FIG. 13 is an overall perspective view showing a pipe support 1c according to a modified example. 別の変形例に係る配管支持具を示した断面図。FIG. 11 is a cross-sectional view showing a pipe support according to another modified example. 別の変形例に係る配管支持具を示した図であり、(a)は正面図、(b)は着脱前の状況を、(c)は着脱後の状況をそれぞれE-E線に沿って示した断面図。11A and 11B are cross-sectional views taken along line E-E showing the state before and after detachment of a pipe support device according to another modified example. FIG. 別の変形例に係る配管支持具を示した図であり、(a)は正面図、(b)は着脱前の状況を、(c)は着脱後の状況をそれぞれF-F線に沿って示した断面図。11A and 11B are cross-sectional views taken along line F-F showing the state before and after detachment of a pipe support device according to another modified example. FIG.

以下、本発明に係る配管支持具の実施の形態について、添付図面を参照して説明する。 The following describes an embodiment of the pipe support according to the present invention with reference to the attached drawings.

図1は、本実施形態に係る配管支持具を示した全体斜視図、図2(a)~(c)はそれぞれ、本実施形態に係る配管支持具の側面図、A-A線矢視図(正面図)及びB-B線断面図、図3(a)、(b)はそれぞれ、本実施形態に係る配管支持具のC-C線断面図及びD-D線断面図である。これらの図でわかるように、本実施形態に係る配管支持具1は、いわゆる吊りバンドと称されるものであって、天井又は上階床スラブの下方に横走り管として配置されるべき配管6を吊持するようになっており、金属本体2と該金属本体が埋設された樹脂材料からなる荷重伝達部3とを備える。 Figure 1 is an overall perspective view of the pipe support according to this embodiment, Figures 2(a)-(c) are a side view, an arrow view along line A-A (front view), and a cross-sectional view along line B-B, respectively, of the pipe support according to this embodiment, and Figures 3(a) and (b) are cross-sectional views along line C-C and line D-D, respectively, of the pipe support according to this embodiment. As can be seen from these figures, the pipe support 1 according to this embodiment is what is called a suspension band, and is designed to suspend a pipe 6 that is to be placed as a horizontal pipe below the ceiling or upper floor floor slab, and is equipped with a metal body 2 and a load transfer part 3 made of a resin material in which the metal body is embedded.

金属本体2は、帯板状の鋼材を用いて構成されたものであって、面外方向にかつ環状に湾曲形成された配管挿通部4及び該配管挿通部の対向端部から放射方向にそれぞれ延設された互いに対向する一対の連結部5,5からなり、該一対の連結部を、該連結部に形成されたボルト挿通孔7,7を利用しつつ、吊りボルト等の連結具(図示せず)を介して天井面又は上階床スラブ下面に連結することにより、配管挿通部4の内側空間に挿通された配管6を吊持できるようになっている。 The metal body 2 is constructed using a strip-shaped steel material, and is composed of a pipe insertion section 4 curved outwardly and in a circular shape, and a pair of opposing connecting sections 5, 5 extending radially from the opposing ends of the pipe insertion section. The pair of connecting sections are connected to the ceiling surface or the underside of the upper floor floor slab via connecting devices such as hanging bolts (not shown) using the bolt insertion holes 7, 7 formed in the connecting sections, so that the pipe 6 inserted into the inner space of the pipe insertion section 4 can be suspended.

金属本体2の配管挿通部4には、いわゆるスプリングバックを防止するための補剛リブ8が周方向に設けられており、その凹凸は、外周側では突条9として、内周側では溝10として顕れる。 The pipe insertion portion 4 of the metal body 2 is provided with stiffening ribs 8 in the circumferential direction to prevent so-called springback, and the unevenness appears as ridges 9 on the outer periphery and grooves 10 on the inner periphery.

また、配管挿通部4のうち、一対の連結部5,5の反対側に位置する部位、すなわち最下端近傍位置には、開口からなる断面欠損部11を設けてあり、図2(b)に示す矢印方向に沿った配管挿通部4の開閉操作を容易に行うことができるようになっている。 In addition, a cross-sectional cutout 11 consisting of an opening is provided in the portion of the pipe insertion section 4 located on the opposite side of the pair of connecting sections 5, 5, i.e., in the vicinity of the lowest end, so that the pipe insertion section 4 can be easily opened and closed in the direction of the arrow shown in Figure 2(b).

荷重伝達部3は図3でよくわかるように、配管挿通部4が埋設される形で、その周囲を取り囲むように設けてあり、配管挿通部4と配管6との間に拡がる範囲(内周側)については、それらの間で荷重伝達が行われるようになっている。なお、荷重伝達部3の外周側には、断面欠損部11が設けられた位置に相当する部位を除き、補剛リブ8の突条9を覆うべく、周方向に沿った凸部32を設けてある。 As can be seen clearly in Figure 3, the load transfer section 3 is embedded in the pipe insertion section 4 and is provided to surround it, with the load being transferred between the pipe insertion section 4 and the pipe 6 in the range (inner circumference side) that extends between them. In addition, a circumferential convex portion 32 is provided on the outer circumference side of the load transfer section 3 to cover the protrusion 9 of the stiffening rib 8, except for the area corresponding to the position where the cross-sectional defect portion 11 is provided.

荷重伝達部3は、図1(a)及び図3でよくわかるように、配管6の材軸31を含む断面、すなわち同図に示す断面(以下、縦断面)において補強リブ8が溝10として内周側に顕れないように形成してあるとともに、図2(c)に示すように、材軸31に直交する断面(以下、横断面)においても他の凹凸が内周側に顕れないように、換言すれば、縦断面及び横断面のいずれの方向についても内周側が平坦になるように構成してある。 As can be clearly seen in Figures 1(a) and 3, the load transfer section 3 is formed so that the reinforcing rib 8 is not visible on the inner circumference side as a groove 10 in a cross section including the material axis 31 of the pipe 6, i.e., the cross section shown in the same figure (hereafter referred to as the longitudinal cross section), and as shown in Figure 2(c), no other irregularities are visible on the inner circumference side in a cross section perpendicular to the material axis 31 (hereafter referred to as the transverse cross section), in other words, the inner circumference side is flat in both the longitudinal and transverse cross sections.

ここで、荷重伝達部3の内周側を平坦になるように、あるいは上記縦断面及び横断面で凹凸が顕れないように形成するとは、図4に示したように、該荷重伝達部を内周側からみたときの周縁で囲まれた領域、本実施形態では、荷重伝達部3の内周面のうち、配管6の周面に当接する面積Sが、周縁で囲まれた短冊状の四角形の面積S0と一致するように形成すると定義することが可能であり、両方向で凹凸がなく平坦面であれば、図4(a)に示すように、S=S0となるが、凹凸があれば、その分、当接面積が減少するため、図4(b)に示すように、S<S0となる。 Here, forming the inner circumferential side of the load transmission part 3 so as to be flat or so as to have no unevenness in the longitudinal and transverse sections can be defined as forming the area S of the inner circumferential surface of the load transmission part 3 that abuts against the circumferential surface of the pipe 6, which is surrounded by the periphery as shown in FIG. 4, in this embodiment, so as to match the area S0 of the rectangular strip surrounded by the periphery. If there are no unevenness in both directions and the surface is flat, S= S0 as shown in FIG. 4(a). However, if there are unevenness, the abutment area decreases accordingly, and so S< S0 as shown in FIG. 4(b).

なお、荷重伝達部3の内周側を上記縦断面で凹凸が顕れないように形成した結果として、図3(a)に示すように、荷重伝達部3のうち、補強リブ8が設けられた範囲(断面欠損部11が設けられた部位は除く)においては、補強リブ8の設置部位における内周側厚さd2が、該補強リブの非設置部位における内周側厚さd1よりも大きくなる。 In addition, as a result of forming the inner circumferential side of the load transmission portion 3 so that no unevenness is apparent in the longitudinal section, as shown in Figure 3(a), in the range of the load transmission portion 3 where the reinforcing rib 8 is provided (excluding the portion where the cross-sectional missing portion 11 is provided), the inner circumferential thickness d2 at the portion where the reinforcing rib 8 is provided is greater than the inner circumferential thickness d1 at the portion where the reinforcing rib is not provided.

本実施形態に係る配管支持具1は、配管挿通部4を埋設物(インサート)とし、合成樹脂又はエラストマーを射出材料としたインサート成形によって製作することが可能であり、合成樹脂やエラストマーは、配管6を流れる流体の温度や支持荷重等に応じて適宜その材種を選定すればよい。 The pipe support 1 according to this embodiment can be manufactured by insert molding using synthetic resin or elastomer as the injection material, with the pipe insertion portion 4 as an embedded object (insert). The type of synthetic resin or elastomer can be selected appropriately depending on the temperature of the fluid flowing through the pipe 6, the support load, etc.

本実施形態に係る配管支持具1においては、従来と同様、面外方向にかつ環状に湾曲形成された配管挿通部4及び該配管挿通部の対向端部から放射方向にそれぞれ延設された互いに対向する一対の連結部5,5からなる金属本体2を備えるが、配管挿通部4には、該配管挿通部と配管6との間で荷重伝達が行われるように樹脂材料からなる荷重伝達部3を配置してあるとともに、該荷重伝達部の内周側は、上記縦断面及び横断面で凹凸が顕れないように形成してある。 The pipe support 1 according to this embodiment, like the conventional one, has a metal body 2 consisting of a pipe insertion portion 4 curved in an out-of-plane direction and annularly formed, and a pair of opposing connecting portions 5, 5 extending radially from the opposing ends of the pipe insertion portion, but the pipe insertion portion 4 has a load transmission portion 3 made of a resin material disposed therein so that load is transmitted between the pipe insertion portion and the pipe 6, and the inner peripheral side of the load transmission portion is formed so that no irregularities are apparent in the longitudinal and transverse sections.

図5(a)及び(b)は、配管挿通部4から荷重伝達部3を介して配管6に作用する反力載荷状況を示したものであって、同図(a)は最下端位置近傍、同図(b)は該最下端位置近傍から上方に若干外れた位置でのものであり、比較のため、ディッピングによってPVCからなる被覆材51を配管挿通部4に被覆した従来構成を同様の位置で同図(c)及び(d)に示してある。 Figures 5(a) and (b) show the reaction force loading state acting on the pipe 6 from the pipe insertion part 4 via the load transmission part 3, with (a) in the vicinity of the lowest end position and (b) in a position slightly above the lowest end position. For comparison, (c) and (d) show a conventional configuration in which the pipe insertion part 4 is covered with a covering material 51 made of PVC by dipping in a similar position.

これらの図でわかるように、従来構成では、補強リブ8が溝10の形でそのまま配管挿通部4の内周側に顕れるため、該溝の面積分だけ、配管6への荷重作用面積は小さくなるが、本発明に係る配管支持具1においては、溝10を埋めるように荷重伝達部3が拡がっていて、その内周側が両方向で平坦に形成されているため、配管6への荷重作用面積は大きくなる。 As can be seen from these figures, in the conventional configuration, the reinforcing rib 8 appears directly on the inner circumference of the pipe insertion portion 4 in the form of a groove 10, so the area over which the load acts on the pipe 6 is reduced by the area of the groove. However, in the pipe support 1 according to the present invention, the load transfer portion 3 expands to fill the groove 10, and its inner circumference is formed flat in both directions, so the area over which the load acts on the pipe 6 is increased.

以上説明したように、本実施形態に係る配管支持具1によれば、荷重伝達部3が、配管挿通部4の横断面形状とは無関係に、十分な作用面積をもってその内周側で配管6の周面と当接し、該荷重伝達部からの力、すなわち配管6の自重や配管6の地震時慣性力に対する反力は、分散した状態で配管6に作用する。 As described above, with the pipe support 1 according to this embodiment, the load transmission part 3 abuts against the peripheral surface of the pipe 6 on its inner side with a sufficient acting area regardless of the cross-sectional shape of the pipe insertion part 4, and the force from the load transmission part, i.e., the reaction force against the weight of the pipe 6 and the inertial force of the pipe 6 during an earthquake, acts on the pipe 6 in a dispersed state.

そのため、配管6に生じるせん断応力が小さくなり、配管6への応力集中、ひいてはそれに起因する破断が未然に防止される。 As a result, the shear stress generated in the pipe 6 is reduced, preventing stress concentration in the pipe 6 and, ultimately, the resulting breakage.

なお、荷重伝達部3を電気絶縁材で構成することで、配管6が金属管である場合の該配管と金属本体2との接触を回避して電食防止を図ることができる。 In addition, by constructing the load transmission section 3 from an electrically insulating material, when the piping 6 is a metal pipe, contact between the piping and the metal body 2 can be avoided, thereby preventing electrolytic corrosion.

また、本実施形態に係る配管支持具1によれば、荷重伝達部3を、その内周側において上記縦断面及び横断面で凹凸が顕れないように構成したので、荷重伝達部3を周方向に沿って展開した状態での輪郭線(周縁)で囲まれた領域の面積が、配管6の周面に当接する実際の面積と一致する。 In addition, according to the pipe support 1 of this embodiment, the load transmission part 3 is configured so that no unevenness is apparent on the longitudinal and transverse sections on its inner periphery, so that the area of the region surrounded by the contour line (periphery) when the load transmission part 3 is deployed in the circumferential direction is equal to the actual area in contact with the circumferential surface of the pipe 6.

したがって、荷重作用面積が最大となり、配管6に生じるせん断応力を最小にすることが可能となる。 Therefore, the load acting area is maximized, and the shear stress generated in the pipe 6 can be minimized.

本実施形態では、荷重伝達部6を荷重伝達手段としたが、本発明の荷重伝達手段は、配管との間で荷重伝達が行われるように配置されていればよいのであって、少なくとも内周側に配置されていれば足りるものであり、外周側については、配管挿通部4が露出した構成でもかまわない。 In this embodiment, the load transmission section 6 is used as the load transmission means, but the load transmission means of the present invention only needs to be arranged so that the load can be transmitted between the load transmission means and the piping, and it is sufficient that the load transmission means is arranged at least on the inner circumference side, and the piping insertion section 4 may be exposed on the outer circumference side.

また、本実施形態では、荷重伝達部6を配管挿通部4の全長に沿って配置されるものとしたが、これに代えて、配管挿通部4の長さ方向に沿って離散的にあるいは不連続に配置された構成であってもかまわない。 In addition, in this embodiment, the load transmission parts 6 are arranged along the entire length of the pipe insertion part 4, but instead, they may be arranged discretely or discontinuously along the length of the pipe insertion part 4.

図6(a)は、このような変形例を示したものであって、配管挿通部4のうち、一対の連結部5,5の反対側に位置する部位を除く残り全てにわたって配置されてなる荷重伝達部3aで荷重伝達手段を構成してある。 Figure 6(a) shows such a modified example, in which the load transmission means is constituted by a load transmission section 3a that is arranged over the entire pipe insertion section 4 except for the section located on the opposite side of the pair of connecting sections 5, 5.

かかる構成によれば、同図に示すように配管支持具1aを開閉する際、曲げが卓越する部位に荷重伝達部3aが存在しないため、開閉操作が容易な構成となることはもちろん、荷重伝達部3aがそもそも存在しないため、該荷重伝達部に割れが生じることについても懸念する必要がない。 With this configuration, as shown in the figure, when opening and closing the pipe support 1a, the load transmission part 3a is not present in the area where bending is predominant, so not only is the opening and closing operation easy, but since the load transmission part 3a does not exist in the first place, there is no need to worry about cracks occurring in the load transmission part.

なお、上記変形例においては、断面欠損部11近傍が露出する構成となるが、荷重伝達部3aの内周側厚みを適宜設定することにより、断面欠損部11が設けられた箇所での金属本体2と配管6との接触を確実に回避することが可能である。 In the above modified example, the vicinity of the cross-sectional defect 11 is exposed, but by appropriately setting the inner peripheral thickness of the load transmission portion 3a, it is possible to reliably avoid contact between the metal body 2 and the pipe 6 at the location where the cross-sectional defect 11 is provided.

図6(b)は、金属本体2に代えて、最下端近傍にヒンジ部61が設けられた金属本体2bを用いるとともに、該金属本体を構成する配管挿通部4bのうち、ヒンジ部61を除く残り全てにわたって荷重伝達部3bを配置して構成してある。 In Figure 6(b), instead of the metal body 2, a metal body 2b is used that has a hinge portion 61 near the bottom end, and the load transmission portion 3b is arranged over the entire pipe insertion portion 4b that constitutes the metal body, except for the hinge portion 61.

かかる構成においても、配管支持具1bの開閉操作が容易になるとともに、開閉の際に曲げが卓越する部位に荷重伝達部3bが存在しないため、該荷重伝達部に割れが生じる懸念はないし、ヒンジ部61近傍が露出するものの、荷重伝達部3bの内周側厚みを適宜設定することで、ヒンジ部61が設けられた箇所での金属本体2bと配管6との接触を確実に回避することが可能である。 Even with this configuration, the pipe support 1b can be opened and closed easily, and since the load transmission part 3b is not present in the area where bending is predominant during opening and closing, there is no risk of cracking in the load transmission part. Although the area near the hinge part 61 is exposed, by appropriately setting the inner thickness of the load transmission part 3b, it is possible to reliably avoid contact between the metal body 2b and the pipe 6 at the location where the hinge part 61 is provided.

また、本実施形態では、荷重伝達部3を、その内周側において上記縦断面及び横断面で凹凸が顕れないように構成したが、本発明の荷重伝達手段は、縦断面でその内周側に凹凸が顕れないように形成されていれば足りるものであって、横断面については、内周側に凹凸が顕れてもかまわない。 In addition, in this embodiment, the load transmission section 3 is configured so that no unevenness is apparent on the inner circumference side in the longitudinal section and cross section. However, it is sufficient for the load transmission means of the present invention to be formed so that no unevenness is apparent on the inner circumference side in the longitudinal section, and it is acceptable for unevenness to be apparent on the inner circumference side in the cross section.

図7は、変形例に係る配管支持具1cを示した全体斜視図であり、一対の連結部5,5の反対側に位置する部位に配管6の材軸方向に沿って延びる切り欠き71を内周側に設けてなる荷重伝達部3cで本発明の荷重伝達手段を構成してある。 Figure 7 is an overall perspective view of a pipe support 1c according to a modified example, in which the load transmission means of the present invention is constituted by a load transmission part 3c having a notch 71 on the inner periphery at a portion located on the opposite side of a pair of connecting parts 5, 5, which extends along the material axis direction of the pipe 6.

かかる構成によれば、断面欠損部11が設けられた箇所での金属本体2の露出を回避しつつ、配管挿通部4の開閉操作を容易にすることが可能となる。 This configuration makes it possible to easily open and close the pipe insertion portion 4 while avoiding exposure of the metal body 2 at the location where the cross-sectional defect portion 11 is provided.

なお、本変形例では、横断面において内周側に凹凸が切り欠き71として顕れることになるが、配管材軸方向に沿っているがゆえに長さが短くなるため、荷重作用面の面積減少への影響はわずかである。 In this modified example, the unevenness appears on the inner circumference side in cross section as notches 71, but because it is aligned with the axial direction of the piping material and therefore the length is short, the effect on the reduction in the area of the load acting surface is minimal.

また、本実施形態では、補剛リブ8が設けられてなる配管挿通部4で本発明の配管挿通部を構成したが、金属本体のスプリングバックを例えば荷重伝達手段の剛性で防止することができるのであれば、これに代えて、図8(a)のように、補剛リブのないフラットな配管挿通部4dで本発明の配管挿通部を構成してもかまわない。 In addition, in this embodiment, the pipe insertion portion of the present invention is configured with a pipe insertion portion 4 provided with a stiffening rib 8, but if springback of the metal body can be prevented, for example, by the rigidity of the load transmission means, the pipe insertion portion of the present invention may instead be configured with a flat pipe insertion portion 4d without a stiffening rib, as shown in Figure 8(a).

また、本実施形態では特に言及しなかったが、図8(b)に示すように、配管6の材軸方向に延びるフラップ81が設けられてなる荷重伝達部3eで本発明の荷重伝達手段を構成してもよい。 Although not specifically mentioned in this embodiment, the load transmission means of the present invention may be constituted by a load transmission section 3e having a flap 81 extending in the material axis direction of the pipe 6, as shown in FIG. 8(b).

かかる変形例によれば、上述した荷重分散作用が向上し、配管6への応力集中をさらに緩和することが可能となる。 This modified example improves the load distribution effect described above, making it possible to further reduce stress concentration on the pipe 6.

また、本実施形態では、配管挿通部4が埋設された形の荷重伝達部3で本発明の荷重伝達手段を構成したが、これに代えて、図9に示すように、配管挿通部4dに着脱自在な荷重伝達部材91で本発明の荷重伝達手段を構成することが可能であり、かかる構成においては、荷重伝達部材91の幅方向各縁部に設けられた爪92,92を配管挿通部4dの幅方向各縁部に係止する形で該荷重伝達部材を配管挿通部4dに装着すればよい。 In addition, in this embodiment, the load transmission means of the present invention is constituted by the load transmission section 3 in which the pipe insertion section 4 is embedded. However, instead, as shown in FIG. 9, the load transmission means of the present invention can be constituted by a load transmission member 91 that can be attached and detached to the pipe insertion section 4d. In such a configuration, the load transmission member can be attached to the pipe insertion section 4d by engaging the claws 92, 92 provided on each edge in the width direction of the load transmission member 91 with each edge in the width direction of the pipe insertion section 4d.

なお、配管挿通部4dに代えて、補剛リブ8が設けられてなる配管挿通部4に着脱自在な構成とすることも可能であり、この場合には、荷重伝達が確実に行われるよう、図10に示すように、配管挿通部4に設けられた補剛リブ8の溝10に嵌り込む凸部102が設けられてなる荷重伝達部材101とするのが望ましい。 In addition, instead of the pipe insertion portion 4d, it is also possible to configure the pipe insertion portion 4 with a stiffening rib 8 so that it can be attached and detached. In this case, it is preferable to use a load transmission member 101 with a protrusion 102 that fits into the groove 10 of the stiffening rib 8 provided on the pipe insertion portion 4, as shown in Figure 10, so that the load transmission is reliable.

また、本実施形態では、本発明に係る配管支持具を吊りバンドに適用したものとして説明したが、これに代えて、立てバンドにも適用できることは言うまでもない。 In addition, in this embodiment, the pipe support according to the present invention has been described as being applied to a hanging band, but it goes without saying that it can also be applied to a standing band instead.

1,1a,1b,1c 配管挿通部
2,2b 金属本体
3,3a,3b,3c,3e 荷重伝達部(荷重伝達手段)
4,4d 配管挿通部
5,5 一対の連結部
6 配管
8 補剛リブ
10 溝
11 断面欠損部
31 配管6の材軸
71 切り欠き
91,101 荷重伝達部材(荷重伝達手段)
1, 1a, 1b, 1c Pipe insertion portion 2, 2b Metal body 3, 3a, 3b, 3c, 3e Load transmission portion (load transmission means)
Reference Signs List 4, 4d Pipe insertion portion 5, 5 Pair of connecting portions 6 Pipe 8 Stiffening rib 10 Groove 11 Cross-sectionally missing portion 31 Material axis of pipe 6 71 Notch 91, 101 Load transmission member (load transmission means)

Claims (6)

建物内に設置される配管支持具であって、面外方向にかつ環状に湾曲形成されスプリングバックを防止するための補剛リブが周方向に沿ってかつ湾曲部分に設けられた配管挿通部及び該配管挿通部の対向端部から放射方向にそれぞれ延設された互いに対向する一対の連結部からなる金属本体を備え、該一対の連結部を所定の連結具を介して天井面若しくは上階床スラブ下面又は壁面に連結することにより、前記配管挿通部の内側空間に挿通された配管を支持できるようになっている配管支持具において、
前記配管挿通部と前記配管との間で荷重伝達が分散状態で行われるようにそれらの間に配置されたエラストマーからなる荷重伝達手段を備え、該荷重伝達手段を、その内周側において前記配管の材軸を含む断面で凹凸が顕れないように形成するとともに、前記補剛リブの内周側に顕れる溝が埋められる断面形状とし、
前記荷重伝達手段を、前記配管挿通部が埋設される形でその周囲を取り囲むように荷重伝達部として構成したことを特徴とする配管支持具。
A pipe support to be installed in a building, the pipe support comprising a metal body including a pipe insertion portion curved in an out-of-plane direction and annularly, with stiffening ribs for preventing springback provided along the circumferential direction and on the curved portion, and a pair of opposing connecting portions extending radially from opposing ends of the pipe insertion portion, the pair of connecting portions being connected to a ceiling surface or an upper floor floor slab underside or a wall surface via a predetermined connecting device, thereby enabling the pipe inserted into the inner space of the pipe insertion portion to be supported.
a load transmission means made of an elastomer arranged between the pipe insertion portion and the pipe so that load transmission is performed in a distributed state between them, the load transmission means being formed so that irregularities are not apparent on its inner periphery in a cross section including the material axis of the pipe, and the cross-sectional shape of the load transmission means is such that grooves apparent on the inner periphery of the stiffening rib are filled;
A pipe support fixture , characterized in that the load transmission means is configured as a load transmission portion so as to surround the periphery of the pipe insertion portion in a buried form .
前記金属本体のうち、前記一対の連結部の反対側となる位置に断面欠損部を設けた請求項1記載の配管支持具。 The pipe support according to claim 1, in which a cross-sectional cutout is provided in the metal body at a position opposite the pair of connecting portions. 前記荷重伝達部を、前記配管挿通部の全長にわたって配置した請求項1又は請求項2記載の配管支持具。 3. The pipe support according to claim 1, wherein the load transmitting portion is disposed over the entire length of the pipe insertion portion. 前記荷重伝達部を、前記配管挿通部のうち、前記一対の連結部の反対側に位置する部位を除く残り全てにわたって配置した請求項1又は請求項2記載の配管支持具。 3. The pipe support according to claim 1, wherein the load transmitting portion is disposed over the entire pipe insertion portion except for a portion located on an opposite side of the pair of connecting portions. 前記荷重伝達部を、その内周側において前記配管の材軸に直交する断面で凹凸が顕れないように形成した請求項1又は請求項2記載の配管支持具。 3. A pipe support according to claim 1 , wherein the load transfer portion is formed so that no irregularities are apparent on the inner periphery thereof in a cross section perpendicular to the axis of the pipe. 請求項1記載の配管支持具を製造する方法であって、前記金属本体のうち、前記配管挿通部を埋設物とした射出成形によって前記荷重伝達部を構成することを特徴とする配管支持具の製造方法。 2. A method for manufacturing a pipe support according to claim 1 , wherein the load transmission portion is formed by injection molding the metal body with the pipe insertion portion as an embedded part.
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