JP2016044783A - Wiring and piping material support tool - Google Patents

Wiring and piping material support tool Download PDF

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Publication number
JP2016044783A
JP2016044783A JP2014171083A JP2014171083A JP2016044783A JP 2016044783 A JP2016044783 A JP 2016044783A JP 2014171083 A JP2014171083 A JP 2014171083A JP 2014171083 A JP2014171083 A JP 2014171083A JP 2016044783 A JP2016044783 A JP 2016044783A
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pair
wiring
material support
support
substrate
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JP6258156B2 (en
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高橋 淳二
Junji Takahashi
淳二 高橋
真之 上村
Masayuki Kamimura
真之 上村
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Mirai Industry Co Ltd
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Mirai Industry Co Ltd
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/08Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
    • F16L3/10Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing
    • F16L3/1075Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing with two members, the two members being joined with a hinge on one side and fastened together on the other side
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B37/00Nuts or like thread-engaging members
    • F16B37/08Quickly-detachable or mountable nuts, e.g. consisting of two or more parts; Nuts movable along the bolt after tilting the nut
    • F16B37/0871Quickly-detachable or mountable nuts, e.g. consisting of two or more parts; Nuts movable along the bolt after tilting the nut engaging the bolt laterally, i.e. without the need to engage the end of the bolt
    • F16B37/0892Quickly-detachable or mountable nuts, e.g. consisting of two or more parts; Nuts movable along the bolt after tilting the nut engaging the bolt laterally, i.e. without the need to engage the end of the bolt in two or more pieces, e.g. assemblies made by two C-shaped nuts mutually interlocked, or retained by an additional member

Abstract

PROBLEM TO BE SOLVED: To attach a support body supporting a wiring and piping material to a pair of standing bodies, to reinforce a raising plate part of a substrate on which the pair of standing bodies is erected, and further arrange the support body supporting the wiring and piping material as below as possible.SOLUTION: In a raising plate part 42 of a substrate V, formed is a recess part 43 capable of moving the lower end of a pipe body support part (wiring and piping material support part) 2 to the side of a foundation floor F beyond the upper end surface of the raising plate part 42 without the raising plate part 42 and the pipe body support part 2 interfering with each other.SELECTED DRAWING: Figure 9

Description

本発明は、配線・配管材を支持する支持体が一対の立設体に取着され、当該一対の立設体を立設させる基板に特徴を有する配線・配管材支持具に関するものである。   The present invention relates to a wiring / piping material support having a feature in a substrate on which a support body for supporting wiring / piping material is attached to a pair of standing bodies and the pair of standing bodies are erected.

特許文献1には、配線・配管材を支持する支持体が一対の立設体に取着され、当該一対の立設体が、基礎床に固定された基板に立設される構成の配線・配管材支持具が開示されている。   In Patent Document 1, a support body that supports wiring / piping materials is attached to a pair of standing bodies, and the pair of standing bodies is installed on a substrate fixed to a foundation floor. A piping material support is disclosed.

上記の目的に使用される基板は、全体が1枚の基板でないと作業性が悪い。しかし、特許文献1に開示の基板は、その全面が基礎床に密着する平板状であるために、不陸部が存在すると、基礎床に対する基板の固定が難しくなる。基礎床に対する基板の固定は、長手方向の両端部に設けられた固定具挿通孔にビス、釘等の固定具を挿通して行うのであるが、当該基板の一方の端部を固定した後に、不陸部の存在に気付いても、作業能率の向上のために、他方の端部は、そのまま固定してしまうことが多く、この場合には、基板が不安定な状態で基礎床に固定され、結果として、配線・配管材の支持が不安定となる。   The substrate used for the above purpose has poor workability unless the entire substrate is a single substrate. However, since the entire surface of the substrate disclosed in Patent Document 1 is a flat plate that is in close contact with the foundation floor, it is difficult to fix the substrate to the foundation floor if there are uneven portions. The fixing of the substrate to the foundation floor is performed by inserting a fixing tool such as a screw or a nail into fixing tool insertion holes provided at both ends in the longitudinal direction, but after fixing one end of the substrate, Even if you notice the presence of the uneven part, the other end is often fixed as it is to improve work efficiency. In this case, the board is fixed to the foundation floor in an unstable state. As a result, the support of the wiring / piping material becomes unstable.

このため、基板としては、固定部である両端部のみが基礎床に当接し、残りの部分は基礎床に当接させずに嵩上げさせ、当該嵩上げ板部に一対の立設体を支持させることも可能であるが、基板の両端部を除く部分をそのまま嵩上げしたのでは、一対の立設体の部分に作用する荷重によって、嵩上げ板部が撓んでしまい、結局、配線・配管材の支持が不安定となってしまう。   For this reason, as a board | substrate, only the both ends which are fixing | fixed parts contact | abut to a foundation floor, the remaining part is raised without contacting a foundation floor, and a pair of standing body is supported by the said raising board part. However, if the portion excluding both ends of the substrate is raised as it is, the raised plate portion is bent due to the load acting on the pair of standing body parts, and eventually the wiring / piping material is supported. It becomes unstable.

特開2011−241977号公報JP 2011-241977 A

本発明は、配線・配管材を支持する支持体が一対の立設体に取着されて、当該一対の立設体が基板に立設されている配線・配管材支持具において、当該基板の嵩上げ板部を補強したうえで、配線・配管材を支持する支持体を可能な限り下方に配置することを課題としている。   The present invention provides a wiring / pipe material support in which a support body that supports wiring / piping material is attached to a pair of standing bodies, and the pair of standing bodies is erected on a substrate. An object is to dispose the support body for supporting the wiring / piping material as far as possible after reinforcing the raised plate portion.

上記課題を解決するための請求項1の発明は、一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、前記基板の嵩上げ板部には、当該嵩上げ板部と前記配線・配管材支持部とが互いに干渉することなく、当該配線・配管材支持部の下端を前記嵩上げ板部の上端面を超えて基礎床の側に移動可能とする凹部が長手方向に形成されていることを特徴としている。   The invention according to claim 1 for solving the above-described problem is that the pair of upright bodies and the pair of left and right contact plate portions that are in contact with the foundation floor are raised relative to the contact plate portions. A board connected via a plate part, and a pair of standing bodies standing on the raised plate part, and attached to the pair of standing bodies along the standing direction of the standing body A wiring / piping material support comprising a wiring / piping material support portion having a wiring / piping material support portion whose arrangement position can be adjusted, wherein the support body is a pair of wires above the lower end of the wiring / piping material support portion. The pair of standing bodies are attached to both ends of the raised plate portion of the substrate via the attachment portion, and the pair of standing bodies are erected on both ends of the raised plate portion of the substrate. The lower end of the wiring / piping material support portion is not interfered with each other, and the lower end of the wiring / piping material support portion is the upper end of the raised plate portion. It is characterized in that the recess to be movable is formed in the longitudinal direction beyond the side of the baseplate.

請求項1の発明によれば、基板を構成する嵩上げ板部は、凹部が長手方向に形成されることで、補強されて曲げ強度が高められているため、一対の立設体に作用する荷重に対しても曲げ変形されることなく、当該一対の立設体に作用する荷重を支持できる。また、当該嵩上げ板部に形成された凹部は、当該嵩上げ板部と前記配線・配管材支持部とが互いに干渉することなく、当該配線・配管材支持部の下端を前記嵩上げ板部の上端面を超えて基礎床の側に移動可能な構成となっているため、一対の立設体の配置位置が嵩上げされているにも係わらず、前記凹部の深さに対応する分だけ、基板の嵩上げ板部の嵩上げ高さを低くできるため、配線・配管材支持部の最下端位置を下げることができ、結果として、配線・配管材の最下端支持位置を下げられる。   According to the first aspect of the present invention, since the raised plate portion constituting the substrate is reinforced by the concave portion formed in the longitudinal direction and the bending strength is increased, the load acting on the pair of upright bodies. The load acting on the pair of standing bodies can be supported without bending deformation. Further, the concave portion formed in the raised plate portion is configured such that the lower end of the wiring / pipe material support portion is connected to the upper end surface of the raised plate portion without causing the raised plate portion and the wiring / pipe material support portion to interfere with each other. Therefore, the substrate is raised by an amount corresponding to the depth of the recess, even though the arrangement position of the pair of standing bodies is raised. Since the raised height of the plate portion can be reduced, the lowermost position of the wiring / pipe material support portion can be lowered, and as a result, the lowermost support position of the wiring / pipe material can be lowered.

また、基板における基礎床に当接する部分は、長手方向の両端部の一対の当接板部のみであって、一対の当接板部の間の嵩上げ板部は基礎床に当接しない構成であるので、不陸部を回避して基板を基礎床に固定し易くなって、配線・配管材の支持状態が安定化する。   Further, the portion of the substrate that contacts the foundation floor is only a pair of contact plate portions at both ends in the longitudinal direction, and the raised plate portion between the pair of contact plate portions does not contact the foundation floor. As a result, it becomes easier to fix the substrate to the foundation floor by avoiding the uneven part, and the support state of the wiring / piping material is stabilized.

請求項2の発明は、請求項1の発明において、前記基板は、金属製であって、前記嵩上げ板部には、表面から裏面の側に向けて膨出する補強ビードが形成され、当該補強ビードにより前記凹部が形成されていることを特徴としている。   According to a second aspect of the present invention, in the first aspect of the present invention, the substrate is made of metal, and the raised plate portion is formed with a reinforcing bead that bulges from the front surface toward the back surface side. The concave portion is formed by a bead.

補強ビードは、板材の補強に多用されており、請求項2の発明のように、金属製の基板の嵩上げ板部に、表面から裏面の側に向けて膨出する補強ビードを形成して、当該補強ビードにより前記凹部を形成することで、当該嵩上げ板部の補強と凹部の形成とを同時に行える。   The reinforcing bead is often used for reinforcing a plate material, and as in the invention of claim 2, a reinforcing bead bulging from the front surface to the back surface side is formed on the raised plate portion of the metal substrate, By forming the concave portion with the reinforcing bead, the raising plate portion can be reinforced and the concave portion can be formed simultaneously.

請求項3の発明は、請求項1の発明において、前記配線・配管材支持部の下端部には、下方に向けて突出された補強リブが形成され、当該補強リブが前記凹部に入り込む構成であることを特徴としている。   According to a third aspect of the present invention, in the first aspect of the present invention, a reinforcing rib protruding downward is formed at a lower end portion of the wiring / piping material support portion, and the reinforcing rib enters the concave portion. It is characterized by being.

請求項3の発明によれば、支持体を構成する配線・配管材支持部は、その下端部に下方に向けて突出された補強リブが形成されることで、配線・配管材支持部そのものが補強されると共に、当該補強リブは、基板の嵩上げ板部に形成された凹部に入り込む構成であるために、前記補強リブと凹部との組み合せによって、配線・配管材支持部の最下端位置を下げることができ、結果として、配線・配管材の最下端支持位置を下げられる。   According to the invention of claim 3, the wiring / pipe material support portion constituting the support body is formed with a reinforcing rib protruding downward at the lower end portion thereof, so that the wiring / pipe material support portion itself is In addition to being reinforced, the reinforcing rib is configured to enter a recess formed in the raised plate portion of the substrate, so that the lowermost position of the wiring / pipe material support portion is lowered by the combination of the reinforcing rib and the recess. As a result, the lowermost support position of the wiring / piping material can be lowered.

請求項4の発明は、一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される金属製の基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、前記基板の嵩上げ板部には、当該嵩上げ板部の上端面から上方に突出する補強ビードが長手方向に形成され、前記配線・配管材支持部の下端部には、当該補強ビードが入り込むことが可能な凹状の補強リブが周方向に形成されていることを特徴としている。   In the invention according to claim 4, the pair of upright bodies and the pair of left and right contact plate portions that are in contact with the foundation floor are connected to each other through the raised plate portions raised to the respective contact plate portions. The metal board on which the pair of standing bodies are erected on the raised plate portion and the arrangement position of the standing body along the erection direction are adjusted by being attached to the pair of standing bodies. A wiring / piping material support comprising a support having a possible wiring / piping material supporting portion, wherein the support has a pair of attachment portions above a lower end of the wiring / piping material supporting portion. Attached to the pair of upright bodies, the pair of upright bodies are erected at both ends of the raised plate portion of the substrate, and the raised plate portion of the substrate has an upper end surface of the raised plate portion A reinforcing bead protruding upward is formed in the longitudinal direction, and the reinforcing bead enters the lower end of the wiring / pipe material support part. DOO is characterized in that the concave reinforcing ribs are formed in the circumferential direction as possible.

請求項4の発明は、基板の嵩上げ板部に設けられた補強ビードの基板に対する上下方向、及び配線・配管材支持部の下端部に設けられた補強リブの内外方向に沿って形成が請求項1の発明と逆の関係にある点が異なるが、配線・配管材支持部の補強リブの凹状の部分(凹部)に、基板の嵩上げ板部に上方に突出して設けられた補強ビードが入り込むことで、配線・配管材を支持する支持体の最下端支持位置を下げられる点、並びに基板の嵩上げ板部及び配線・配管材支持部が補強される点は、請求項1の発明と同一である。   The invention of claim 4 is formed along the vertical direction of the reinforcing beads provided on the raised plate portion of the substrate with respect to the substrate and the inner and outer directions of the reinforcing rib provided on the lower end portion of the wiring / pipe material support portion. The difference is that it is opposite to that of the first aspect of the invention, but the reinforcing bead that protrudes upward from the raised plate portion of the substrate enters the concave portion (concave portion) of the reinforcing rib of the wiring / pipe material support portion. Thus, the lowermost support position of the support body for supporting the wiring / pipe material can be lowered, and the raised plate portion of the substrate and the wiring / pipe material support portion are reinforced, which is the same as the invention of claim 1. .

請求項5の発明は、一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される金属製の基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、前記基板の嵩上げ板部には、当該嵩上げ板部の上端面から上方に突出する補強ビードが長手方向に形成され、前記配線・配管材支持部の下端部には、前記補強ビードに対して幅方向にずれることで、当該補強ビードに対して隣接配置される補強リブが下方に向けて設けられていることを特徴としている。   In a fifth aspect of the present invention, a pair of standing bodies and a pair of left and right abutting plate portions that are in contact with the foundation floor are connected via raised plate portions raised to the respective abutting plate portions. The metal board on which the pair of standing bodies are erected on the raised plate portion and the arrangement position of the standing body along the erection direction are adjusted by being attached to the pair of standing bodies. A wiring / piping material support comprising a support having a possible wiring / piping material supporting portion, wherein the support has a pair of attachment portions above a lower end of the wiring / piping material supporting portion. Attached to the pair of upright bodies, the pair of upright bodies are erected at both ends of the raised plate portion of the substrate, and the raised plate portion of the substrate has an upper end surface of the raised plate portion Reinforcing beads projecting upward from the longitudinal direction are formed in the longitudinal direction, and the lower end of the wiring / pipe material support part has a width relative to the reinforcing bead. By deviated in direction, the reinforcing ribs are arranged adjacent with respect to the reinforcing bead is characterized by being provided downward.

請求項5の発明においても、基板及び配線・配管材支持部は、それぞれ補強ビード及び補強リブにより補強されると共に、当該補強ビード及び補強リブは、基板及び支持体の幅方向に沿ってずれることで、隣接配置されるため、当該支持体の最下端支持位置を下げることができる。   Also in the invention of claim 5, the substrate and the wiring / piping material support portion are reinforced by the reinforcement bead and the reinforcement rib, respectively, and the reinforcement bead and the reinforcement rib are displaced along the width direction of the substrate and the support. Therefore, since it is adjacently disposed, the lowermost support position of the support can be lowered.

請求項6の発明は、請求項1ないし5のいずれかの発明において、前記立設体は、ボルト体であって、前記基板の嵩上げ板部には、裏面側に開放するナット収容空間が形成され、前記配線・配管材支持部の下端は、前記ナット収容空間の上面よりも下方に移動可能であることを特徴としている。   The invention according to claim 6 is the invention according to any one of claims 1 to 5, wherein the standing body is a bolt body, and the raised plate portion of the substrate is formed with a nut housing space that opens to the back side. The lower end of the wiring / piping material support part is movable below the upper surface of the nut housing space.

請求項6の発明によれば、配線・配管材を支持する配線・配管材支持部の下端は、基板の嵩上げ板部の裏面側に形成されたナット収容空間の上面よりも下方に移動可能であるため、実質的に、配線・配管材支持部がナット収容空間に入り込むことになって、配線・配管材支持部の最下端位置を下げることができる。   According to the invention of claim 6, the lower end of the wiring / pipe material support part for supporting the wiring / pipe material is movable below the upper surface of the nut housing space formed on the back side of the raised plate part of the substrate. Therefore, the wiring / pipe material support part substantially enters the nut housing space, and the lowermost position of the wiring / pipe material support part can be lowered.

本発明によれば、基板を構成する嵩上げ板部は、長手方向に凹部が形成されることで、補強されて曲げ強度が高められているため、一対の立設体に作用する荷重に対しても曲げ変形されることなく、当該一対の立設体に作用する荷重を支持できると共に、一対の立設体の配置位置が嵩上げされているにも係わらず、前記嵩上げ板部に形成された凹部の深さに対応する分だけ、基板の嵩上げ板部の嵩上げ高さを低くできるため、配線・配管材支持部の最下端位置を下げることができ、結果として、配線・配管材の最下端支持位置を下げられる。   According to the present invention, the raised plate portion constituting the substrate is reinforced by the concave portion formed in the longitudinal direction to enhance the bending strength, so that the load acting on the pair of standing bodies is increased. The concave portion formed in the raised plate portion can support a load acting on the pair of upright bodies without being bent and deformed even though the arrangement position of the pair of upright bodies is raised. Since the raised height of the raised plate portion of the substrate can be lowered by an amount corresponding to the depth of the substrate, the lowermost position of the wiring / piping material support portion can be lowered, and as a result, the lowermost end support of the wiring / piping material is supported. The position can be lowered.

管体Pを支持していない状態の配線・配管材支持具Dの斜視図である。It is a perspective view of the wiring and piping material support tool D in the state which does not support the tubular body P. FIG. 管体支持部2により管体Pを支持している状態の配線・配管材支持具Dの正面図である。4 is a front view of a wiring / pipe material support D in a state in which a tube P is supported by a tube support 2; FIG. 支持体Sを下方から見た斜視図である。It is the perspective view which looked at the support body S from the downward direction. 基板Vの斜視図である。3 is a perspective view of a substrate V. FIG. (a)は、図2のX−X線拡大断面図であり、(b)は、別例の図2のX−X線拡大断面図に相当する図である。(A) is the XX expanded sectional view of FIG. 2, (b) is a figure corresponded to the XX expanded sectional view of FIG. 2 of another example. 一対の取着部7を介して支持体Sが一対のボルト軸22に取着された状態の一方側の縦断面図である。FIG. 4 is a longitudinal sectional view of one side in a state where the support body S is attached to a pair of bolt shafts 22 via a pair of attachment portions 7. 管体Pの外周面と支持体Sの第2延出部4の内面との間に形成される閉塞片挿入隙間11を示す図である。It is a figure which shows the obstruction | occlusion piece insertion clearance gap 11 formed between the outer peripheral surface of the pipe body P, and the inner surface of the 2nd extension part 4 of the support body S. FIG. 管体支持部2の外部に配置された閉塞片6を引き起こすことで、当該管体支持部2の上面に管体Pの挿入開口1が形成された状態を示す正面図である。It is a front view which shows the state by which the insertion opening 1 of the tubular body P was formed in the upper surface of the said tubular body support part 2 by causing the obstruction piece 6 arrange | positioned outside the tubular body support part 2. FIG. 管体Pが最も低い位置で支持されている状態の正面図である。It is a front view in the state where pipe P is supported in the lowest position. 図8のY−Y線拡大断面図である。It is the YY line expanded sectional view of FIG. (a),(b)は、いずれも基板Vの嵩上げ板部42に設けられた補強ビードB2,B2'が、管体支持部2に形成された補強リブR2,R2'の凹部48,49に入り込んでいる状態の断面図である。In both (a) and (b), reinforcing beads B 2 and B 2 ′ provided on the raised plate portion 42 of the substrate V are formed of reinforcing ribs R 2 and R 2 ′ formed on the tube support portion 2. It is sectional drawing of the state which has penetrated into the recessed parts 48 and 49. FIG. (a),(b)は、いずれも基板Vの嵩上げ板部42に設けられた補強ビードB3 が、管体支持部2に形成された補強リブR3 と隣接配置された状態を示す断面図である。(A), (b) is a cross section showing a reinforcing bead B 3 which both provided in the raised plate section 42 of the substrate V, and state of being arranged adjacent to the reinforcing rib R 3 formed on the tube support 2 FIG.

以下、複数の実施例を挙げて、本発明を更に詳細に説明する。   Hereinafter, the present invention will be described in more detail with reference to a plurality of examples.

最初に、図1〜図8を参照して、本発明に係る配線・配管材支持具Dについて説明する。管体Pの全周を取り囲んで支持する支持体Sは、樹脂製であって、上面開口が管体Pの挿入開口1となっていて、当該管体Pを下方から支持する管体支持部2と、当該管体支持部2の周方向の両端部から延出長が異なるように延出されることで、前記管体支持部2とで管体Pの全周を取り囲んで閉塞する第1及び第2の各延出部3,4とから成る。前記管体支持部2は、中心角がほぼ180°であって、殆ど変形しない剛性を有している。第1延出部3は、外方に僅かに弾性変形可能なように、前記管体支持部2の周方向の一端部に接続された弾性変形部5と、当該弾性変形部5の先端部に延出されて起立変形可能な閉塞片6とから成る。第2延出部4は、片持支持状となっていて、外方に僅かに弾性変形可能である。管体支持部2の外側の相対向する部分には、後述の基板Vの嵩上げ板部42に立設された一対のボルト軸22に着脱可能に取着される一対の取着部7が一体に設けられ、管体支持部2の外側に一対の取着部7が一体に設けられる構造によっても、管体支持部2の剛性は高められている。管体支持部2の外面における一対の取着部7の間であって、当該管体支持部2の幅方向の中央部には、剛性を高めるための補強リブR1 が周方向に沿って連続して設けられ、片持ち状の第2延出部4の基端部を除く残りの部分には、前記第1延出部3の閉塞片6の先端部を挿入可能とする閉塞片挿入隙間11(図7参照)を内側に形成するために半径方向に沿った寸法が、前記管体支持部2及び第1延出部3の弾性変形部5の各内周面の半径方向に沿った寸法よりも僅かに大きくなっている。第1延出部3の弾性変形部5には、先端部を除く残りの部分に周方向に沿って補強リブ35が形成されていると共に、第2延出部4には、その基端部のみの外側に周方向に沿って補強リブ36が形成されることで、管体支持部2に対して管体Pを挿入可能な範囲において、第1延出部3の弾性変形部5及び第2延出部4の曲げ強度は高められている。第1延出部3の弾性変形部5の曲げ強度は、第2延出部4の曲げ強度よりも大きくなっていて、相対的に第2延出部4よりも曲げにくくなっている。 First, the wiring / piping material support D according to the present invention will be described with reference to FIGS. The support body S that surrounds and supports the entire circumference of the tube body P is made of resin, and the upper surface opening is the insertion opening 1 of the tube body P, and the tube body support portion that supports the tube body P from below. 1 and the tubular body support portion 2 are extended so as to have different extension lengths, so that the tubular body support portion 2 surrounds the entire circumference of the tubular body P and is closed. And second extending portions 3 and 4. The tubular body support portion 2 has a central angle of about 180 ° and has a rigidity that hardly deforms. The first extending portion 3 includes an elastic deformation portion 5 connected to one end portion in the circumferential direction of the tube body support portion 2 and a distal end portion of the elastic deformation portion 5 so that the first extension portion 3 can be slightly elastically deformed outward. And a closing piece 6 that can be deformed upright. The second extending portion 4 has a cantilever support shape and can be slightly elastically deformed outward. A pair of attachment portions 7 that are detachably attached to a pair of bolt shafts 22 erected on a raised plate portion 42 of a substrate V, which will be described later, are integrally formed on the opposite sides of the tube support portion 2. Also, the rigidity of the tube support portion 2 is enhanced by the structure in which the pair of attachment portions 7 are integrally provided outside the tube support portion 2. Between the pair of attachment portions 7 on the outer surface of the tube body support portion 2, a reinforcing rib R 1 for increasing rigidity is provided along the circumferential direction at the center portion in the width direction of the tube body support portion 2. A closing piece insertion that is provided continuously and allows the distal end portion of the closing piece 6 of the first extending portion 3 to be inserted into the remaining portion other than the base end portion of the cantilevered second extending portion 4. In order to form the gap 11 (see FIG. 7) on the inner side, the dimension along the radial direction is along the radial direction of each inner peripheral surface of the tubular body support portion 2 and the elastic deformation portion 5 of the first extension portion 3. It is slightly larger than the measured size. The elastic deformation part 5 of the first extension part 3 is formed with reinforcing ribs 35 along the circumferential direction in the remaining part except the tip part, and the second extension part 4 has a base end part thereof. By forming the reinforcing ribs 36 along the circumferential direction only on the outer side, the elastic deformation portion 5 and the first extension portion 3 of the first extension portion 3 can be inserted in a range in which the tube body P can be inserted into the tube body support portion 2. 2 The bending strength of the extension 4 is increased. The bending strength of the elastic deformation portion 5 of the first extension portion 3 is greater than the bending strength of the second extension portion 4 and is relatively less likely to be bent than the second extension portion 4.

第1延出部3の弾性変形部5には、管体支持部2に支持された管体Pのほぼ上半部を覆うことで、結果的に管体支持部2の挿入開口1を閉塞するための管体Pの外径に倣った円弧短帯状をした閉塞片6が一体に連結されている。閉塞片6の先端部の外面には、周方向に沿って係合部8が形成されていると共に、第2延出部4の内面には、閉塞片6の係合部8に対応する被係合部9が周方向に沿って形成されている。係合部8及び被係合部9は、いずれも縦断面が鋸刃状に形成されていて、管体Pの外径のばらつきを吸収可能とすべく、周方向に沿って異なる締め込み位置で互いに係合可能となっている。   The elastic deformation part 5 of the first extension part 3 covers the substantially upper half of the pipe body P supported by the pipe body support part 2, thereby closing the insertion opening 1 of the pipe body support part 2. For this purpose, a closed piece 6 having a short arc shape following the outer diameter of the tube P is integrally connected. An engaging portion 8 is formed along the circumferential direction on the outer surface of the distal end portion of the closing piece 6, and the inner surface of the second extending portion 4 is covered with the engaging portion 8 corresponding to the closing piece 6. The engaging part 9 is formed along the circumferential direction. The engaging portion 8 and the engaged portion 9 are both formed in a saw blade shape in the longitudinal section, and different tightening positions along the circumferential direction so as to be able to absorb variations in the outer diameter of the tube body P. Can be engaged with each other.

第2延出部4の下面の幅方向の両端部には、管体支持部2に支持された管体Pの外周面に当接することで、当該第2延出部4の下面との間で閉塞片挿入隙間11(図7参照)を形成するための一対の当接突起12,13が形成されている。各当接突起12,13は、前記閉塞片挿入隙間11に閉塞片6の先端部6aを挿入し易くするために、周方向(長手方向)に沿ってずれて形成されている。第1延出部3の閉塞片6の外面の係合部8の後方の部分、及び第2延出部4の外面の先端部には、それぞれ全幅に亘って背丈の低い板状の突起板部14,15が設けられている。各突起板部14,15は、管体支持部2に管体Pが支持された状態で、前記閉塞片挿入隙間11に閉塞片6の先端部6aを挿入して、前記係合部8と被係合部9とを係合させることで、当該閉塞片6を締め込む際に、ペンチ(図示せず)の両先端部を引っ掛けて互いに引き寄せたり、或いは前記係合部8と被係合部9とを係合を解除させて、管体支持部2から管体Pを取り出す際に、ドライバー(図示せず)の先端部を押し当てると共に、当該ドライバーの引起こし回動の支点とすることで、第2延出部4を引き起こし易くするためのものである。更に、各突起板部14,15の上端の両端部には、幅方向に突出した引掛け部14a,15aがそれぞれ設けられ、管体Pが締込み支持された状態において、各突起板部14,15の引掛け部14a,15aを番線等で結ぶことで、管体Pの締め込みの緩みを防止できる構造になっている。   The both ends in the width direction of the lower surface of the second extension portion 4 are in contact with the outer peripheral surface of the tube body P supported by the tube body support portion 2, so as to be in contact with the lower surface of the second extension portion 4. Thus, a pair of contact projections 12 and 13 for forming the closing piece insertion gap 11 (see FIG. 7) are formed. The contact protrusions 12 and 13 are formed so as to be shifted along the circumferential direction (longitudinal direction) in order to facilitate the insertion of the distal end portion 6 a of the closing piece 6 into the closing piece insertion gap 11. A plate-like protruding plate having a low height over the entire width is provided at the rear portion of the engaging portion 8 on the outer surface of the closing piece 6 of the first extending portion 3 and the distal end portion of the outer surface of the second extending portion 4. Portions 14 and 15 are provided. Each of the protruding plate portions 14 and 15 inserts the distal end portion 6a of the closing piece 6 into the closing piece insertion gap 11 in a state where the tube body P is supported by the tube support portion 2, and By engaging with the engaged portion 9, when tightening the closing piece 6, both ends of pliers (not shown) are hooked and pulled together, or engaged with the engaging portion 8. When the tube 9 is taken out from the tube support portion 2 by releasing the engagement with the portion 9, the tip of the driver (not shown) is pressed and used as a fulcrum for raising and rotating the driver. Thus, the second extending portion 4 is easily caused. Furthermore, hook portions 14a and 15a projecting in the width direction are provided at both end portions of the upper ends of the respective projecting plate portions 14 and 15, and each projecting plate portion 14 is in a state where the tubular body P is tightened and supported. , 15 of the hooks 14a, 15a are connected by a wire or the like, so that the tightening of the tubular body P can be prevented.

図2に示されるように、第1延出部3の閉塞片6の先端部6aを第2延出部4の下方に配置させて、当該閉塞片6の先端部6aの外面の係合部8と第2延出部4の内面の被係合部9とを係合させて、互いに一部が重なりあった状態(一部重合状態)において、当該閉塞片6は、自身の有する外方への弾発力により、当該「一部重合状態」を維持する構成となっている。即ち、図8で二点鎖線で示されるように、上記した「一部重合状態」が解除され、閉塞片6の先端部6aが管体支持部2の外部に配置された状態において、当該閉塞片6は、弾発力を消失している。このような弾発力を閉塞片6に付与するには、閉塞片6の先端部6aが第2延出部4の先端部に対して外側に所定間隔をおいて配置されるように、支持体Sを射出成形し、しかも当該閉塞片6と弾性変形部5との連結部を、他の部分よりも関節状をした薄肉の第1撓み変形部16とすることで実現できる。   As shown in FIG. 2, the distal end portion 6 a of the closing piece 6 of the first extending portion 3 is disposed below the second extending portion 4, and the engaging portion on the outer surface of the distal end portion 6 a of the closing piece 6 is arranged. 8 and the engaged portion 9 on the inner surface of the second extending portion 4 are engaged with each other, and in a state where the portions overlap each other (partially overlapped state), the closing piece 6 The “partially polymerized state” is maintained by the resilience to. That is, as shown by a two-dot chain line in FIG. 8, the above-mentioned “partially polymerized state” is released, and in the state where the distal end portion 6 a of the closing piece 6 is disposed outside the tube support portion 2, The piece 6 has lost its elasticity. In order to apply such a resilience to the closing piece 6, the supporting piece 6 a is supported so that the distal end portion 6 a of the closing piece 6 is disposed outside the distal end portion of the second extending portion 4 at a predetermined interval. This can be realized by injection-molding the body S and making the connecting portion between the closing piece 6 and the elastic deformation portion 5 into a thin first bending deformation portion 16 that is more articulated than the other portions.

閉塞片6は、管体支持部2の挿入開口1から内部に管体Pを挿入する際に、当該閉塞片6を大きく回動させることなく、当該回動方向に存在する後述のボルト軸22との干渉を回避すべく、長手方向に沿った途中に関節状をした薄肉の別の第2撓み変形部17が設けられている。これにより、図8で実線で示されるように、閉塞片6は、第1及び第2の各撓み変形部16,17の部分で屈曲状態で弾性変形させることができて、わん曲形状の閉塞片6をほぼ直線状に伸ばして起立させることができ、この結果、前記ボルト軸22に対して閉塞片6が干渉することなく、管体支持部2の上面に管体Pの挿入開口1を形成できる。   The closing piece 6 does not rotate the closing piece 6 greatly when inserting the tube P into the inside from the insertion opening 1 of the tube support portion 2, and a bolt shaft 22, which will be described later, exists in the rotation direction. In order to avoid interference with the other, a thin second bent deformation part 17 having a joint shape is provided in the middle along the longitudinal direction. As a result, as shown by the solid line in FIG. 8, the closing piece 6 can be elastically deformed in the bent state at the first and second bending deformation portions 16 and 17, so that the bending shape of the closing piece 6 is closed. The piece 6 can be extended substantially linearly to stand up. As a result, the insertion opening 1 of the tubular body P is formed on the upper surface of the tubular body support portion 2 without the obstruction piece 6 interfering with the bolt shaft 22. Can be formed.

各取着部7のフランジ板部23の外側には、断面割円状の一対の突出部24が外方に突設され、一対の突出部24の外側には、雄螺子25が形成され、各突出部24の間の空間は、後述の係合体31の移動空間26を構成している。各取着部7における前記フランジ板部23の内側(管体支持部2の配置側)には、前記ボルト軸22を挿通するためのボルト軸挿通孔27が上下に貫通して形成されている。有底円筒状の螺着体28の内周面には、前記一対の突出部24の外周面の雄螺子25に螺合される雌螺子29(図6参照)が形成され、係合体31の一部が前記螺着体28の内部に収容されて、当該係合体31は、背面側の連結部31aを介して螺着体28の底板部28aに空回り可能に連結されている。   On the outside of the flange plate portion 23 of each attachment portion 7, a pair of projecting portions 24 having a split sectional shape are projected outward, and on the outside of the pair of projecting portions 24, male screws 25 are formed, The space between each protrusion part 24 comprises the movement space 26 of the engaging body 31 mentioned later. Bolt shaft insertion holes 27 through which the bolt shaft 22 is inserted are formed on the inner side of the flange plate portion 23 in each attachment portion 7 (on the side where the tube body support portion 2 is disposed). . A female screw 29 (see FIG. 6) is formed on the inner peripheral surface of the bottomed cylindrical screw 28 to be engaged with the male screw 25 on the outer peripheral surface of the pair of protrusions 24. A part is accommodated in the screw body 28, and the engagement body 31 is connected to the bottom plate portion 28a of the screw body 28 via a connecting portion 31a on the back side so as to be able to rotate freely.

係合体31は、正面視で縦長の長方形状をなしていて、その前面の横断面が半円弧状の凹部には、前記ボルト軸22の雄螺子部22aに係合する部分雌螺子31bが形成されている。一対の突出部24の外周面の雄螺子25に対して螺着体28を螺着させて正逆両方向に回動させると、螺着体28に空回り可能に連結された係合体31は、一対の突出部24の内側の相対向する各案内面24aに案内されることで、回動されることなく起立姿勢を維持したままで、前進・後退する。螺着体28の螺回動の最終部において、当該螺着体28を押圧状態で螺回動させることで、係合体31の部分雌螺子31bがボルト軸22の外周面の雄螺子部22aに押圧状態で係合されて、支持体Sは、左右一対の取着部7を介して一対のボルト軸22に取着される。当該取着の解除は、螺着体28を上記と逆方向に回動させて行う。なお、図2に示されるように、左右一対の螺着体28の螺回動軸心C1 は、同一直線上に存在しており、管体支持部2で支持された管体Pの軸心C0 よりも下方に配置されている。 The engaging body 31 has a vertically long rectangular shape when viewed from the front, and a partial female screw 31b that engages with the male screw portion 22a of the bolt shaft 22 is formed in a concave portion having a semicircular cross section on the front surface. Has been. When the screw body 28 is screwed onto the male screw 25 on the outer peripheral surface of the pair of projecting portions 24 and is rotated in both forward and reverse directions, the engagement body 31 connected to the screw body 28 so as to be able to rotate freely is paired. By being guided by the opposing guide surfaces 24a on the inner side of the protruding portion 24, it is moved forward and backward while maintaining the standing posture without being rotated. At the final portion of the screw body 28 to be rotated, the screw body 28 is screw-rotated in a pressed state, so that the partial female screw 31 b of the engaging body 31 is brought into contact with the male screw portion 22 a on the outer peripheral surface of the bolt shaft 22. Engaged in the pressed state, the support S is attached to the pair of bolt shafts 22 via the pair of left and right attachment portions 7. The attachment is released by rotating the screwed body 28 in the opposite direction. As shown in FIG. 2, the screw rotation axis C 1 of the pair of left and right screw bodies 28 exists on the same straight line, and the axis of the pipe body P supported by the pipe body support portion 2. It is disposed below the heart C 0.

前記基板Vは、図1、図2、図4及び図5に示されるように、基礎床Fに当接される左右一対の当接板部41が、当該各当接板部41に対して嵩上げされた嵩上げ板部42を介して連結され、当該嵩上げ板部42の両端部を除く部分には、表面から裏面に向けて膨出する補強ビードB1 が長手方向に沿って形成されて、前記嵩上げ板部42の幅方向の中央部には、前記補強ビードB1 によって、長手方向に沿って凹部43が形成されている。当該凹部43には、管体支持部2の外周面に形成された補強リブR1 の下端部が挿入されるため、図10に示されるように、当該凹部43の断面形状は、管体支持部2の外周面の補強リブR1 の断面形状に対応している。前記基板Vは、左右一対の当接板部41に形成された固定具挿通孔44に、釘、ビス等の固定具を挿通させて基礎床Fに打ち込んだり、螺子込んだりすることで、当該基礎床Fに固定される。基板Vが基礎床Fに固定された状態では、左右両端部の各当接板部41の部分のみが基礎床Fに当接して、嵩上げ板部42の部分は、基礎床Fに対して所定量だけ嵩上げさせて、嵩上げ板部42の裏面と基礎床Fとの空間は、ナット収容空間45となっている。図5に示されるように、補強ビードB1 により形成された凹部43の底面は、ナット収容空間45の上面(嵩上げ板部42の裏面と同じ)よりも「H1 」だけ低い位置に配置される。なお、図5において、Tは、基板Vの板厚を示す。 As shown in FIGS. 1, 2, 4, and 5, the substrate V has a pair of left and right contact plate portions 41 that are in contact with the foundation floor F with respect to the contact plate portions 41. Reinforced beads B 1 swelled from the front surface to the back surface are formed along the longitudinal direction on the portion excluding both ends of the raised plate portion 42, which are connected via the raised plate portion 42 raised. A concave portion 43 is formed in the central portion in the width direction of the raised plate portion 42 along the longitudinal direction by the reinforcing bead B 1 . Since the lower end portion of the reinforcing rib R 1 formed on the outer peripheral surface of the tube body support portion 2 is inserted into the recess portion 43, as shown in FIG. This corresponds to the cross-sectional shape of the reinforcing rib R 1 on the outer peripheral surface of the portion 2. The substrate V is inserted into a fixture insertion hole 44 formed in the pair of left and right contact plate portions 41 by inserting a fixture such as a nail or a screw into the foundation floor F or screwed in, Fixed to the foundation floor F. In a state where the substrate V is fixed to the foundation floor F, only the portions of the contact plate portions 41 at both the left and right end portions are in contact with the foundation floor F, and the portion of the raised plate portion 42 is located with respect to the foundation floor F. A space between the back surface of the raised plate portion 42 and the foundation floor F is a nut housing space 45 that is raised by a fixed amount. As shown in FIG. 5, the bottom surface of the recess 43 formed by the reinforcing bead B 1 is disposed at a position lower by “H 1 ” than the top surface of the nut housing space 45 (same as the back surface of the raised plate portion 42). The In FIG. 5, T indicates the thickness of the substrate V.

一対のボルト軸22は、基板Vの嵩上げ板部42の長手方向の両端部の補強ビードB1 が形成されていない部分に立設される。即ち、嵩上げ板部42の長手方向の両端部に形成されたボルト軸挿通孔46(図3及び図9参照)にボルト軸22が挿通され、当該ボルト軸22に螺着された上下一対のナット47により、前記嵩上げ板部42が挟持されることで、当該嵩上げ板部42の両端部に一対のボルト軸22が立設されている。上記したように、管体Pを支持する支持体Sは、当該支持体Sを構成する管体支持部2の外周部に対向状態で一体に設けられた一対の取着部7を介して一対のボルト軸22に取着される。 The pair of bolt shafts 22 are erected at portions where the reinforcing beads B 1 are not formed at both ends in the longitudinal direction of the raised plate portion 42 of the substrate V. That is, the bolt shaft 22 is inserted into the bolt shaft insertion holes 46 (see FIGS. 3 and 9) formed at both ends in the longitudinal direction of the raised plate portion 42, and a pair of upper and lower nuts screwed to the bolt shaft 22. 47, the pair of bolt shafts 22 is erected on both ends of the raised plate portion 42 by sandwiching the raised plate portion 42. As described above, the support body S that supports the tube body P is paired via the pair of attachment portions 7 that are integrally provided in an opposed state to the outer peripheral portion of the tube body support portion 2 constituting the support body S. The bolt shaft 22 is attached.

一対のボルト軸22に対して一対の取着部7を介して支持体Sを取着するには、基礎床Fの配管経路上の適所に基板Vを固定する。基礎床Fに対する基板Vの固定は、左右両端部の一対の当接板部41の固定具挿通孔44にビス、釘等の固定具を挿通して、当該固定具を基礎床Fに打ち込んだり、螺子込んだりして行う。基板Vにおける基礎床Fに対する当接部は、左右両端部の各当接板部41の部分のみであって、その間の嵩上げ板部42は、基礎床Fに対して当接しないので、従来の全長に亘って平板状の基板に比較して、基礎床Fに存在する不陸部により、基板Vの固定が不安定になる恐れは少なくなる。   In order to attach the support S to the pair of bolt shafts 22 via the pair of attachment portions 7, the substrate V is fixed at an appropriate position on the piping path of the foundation floor F. The substrate V is fixed to the foundation floor F by inserting a fixture such as a screw or a nail into the fixture insertion hole 44 of the pair of abutting plate portions 41 at both the left and right ends and driving the fixture into the foundation floor F. , Screwed in. Since the contact part with respect to the base floor F in the board | substrate V is only the part of each contact plate part 41 of both right-and-left both ends, the raising board part 42 between them does not contact with the base floor F, Therefore Compared to the flat substrate over the entire length, the non-land portion existing on the foundation floor F reduces the possibility that the fixing of the substrate V becomes unstable.

上記のようにして、基礎床Fに基板Vを固定する際には、基板Vの嵩上げ板部42の長手方向の両端部に形成されたボルト軸挿通孔46に対して下方からボルト軸22を挿通しておいて、基礎床Fに対して基板Vを固定された状態では、ボルト軸22に螺着された下方のナット47は、嵩上げ板部42と基礎床Fとの空間であるナット収容空間45に収容されている。このため、ボルト軸22の上端部からナット47を嵩上げ板部42の部分まで螺回動させて締め上げることで、ボルト軸22に螺着された上下一対のナット47により、基板Vの嵩上げ板部42を挟持すると、基板Vの嵩上げ板部42の長手方向の両端部に一対のボルト軸22が立設される。   As described above, when the substrate V is fixed to the foundation floor F, the bolt shaft 22 is attached from below to the bolt shaft insertion holes 46 formed at both ends in the longitudinal direction of the raised plate portion 42 of the substrate V. In a state where the board V is fixed to the foundation floor F while being inserted, the lower nut 47 screwed to the bolt shaft 22 accommodates a nut which is a space between the raised plate portion 42 and the foundation floor F. It is accommodated in the space 45. For this reason, the nut 47 is screwed up from the upper end portion of the bolt shaft 22 to the raised plate portion 42 and tightened, and the raised plate of the substrate V is thus secured by the pair of upper and lower nuts 47 screwed to the bolt shaft 22. When the portion 42 is sandwiched, the pair of bolt shafts 22 is erected at both ends in the longitudinal direction of the raised plate portion 42 of the substrate V.

次に、支持体Sの管体支持部2の外側に一体に設けられた一対の突出部24の外周面の雄螺子25に対する螺着体28の螺着を逆方向に螺回動させて緩めた状態で、左右の各ボルト軸挿通孔27に対して一対のボルト軸22を挿通して、望みの高さ位置において、螺着体28を正方向に螺回動させることで、係合体31の前面の雌螺子31bとボルト軸22の雄螺子部22aとを係合させると、一対のボルト軸22に対して一対の取着部7を介して支持体Sが取着される。このように、当初において、一対のボルト軸22に対して支持体Sを取着する場合、及び一対のボルト軸22に取着されている支持体Sの支持高さの変更を行う場合のいずれにおいても、一対のボルト軸22に対して支持体Sの配置位置まで当該支持体Sを一対のボルト軸22に対してスライドさせた後に、螺着体28の螺回動により、係合体31の前面の雌螺子31bとボルト軸22の雄螺子部22aとを係合させることで実現できるので、ナットの螺回動を必要としないので、速やかに行える利点がある。なお、図1、図2等において、51は、一対のボルト軸22から支持体Sが抜け出るのを防止するために、各ボルト軸22の上端部に取付けられたキャップを示す。   Next, the screwing of the screwed body 28 to the male screw 25 on the outer peripheral surface of the pair of projecting parts 24 provided integrally on the outside of the tube support part 2 of the support S is screwed in the reverse direction and loosened. In this state, the pair of bolt shafts 22 are inserted into the left and right bolt shaft insertion holes 27, and the threaded body 28 is rotated in the forward direction at the desired height position, whereby the engaging body 31 is engaged. When the front female screw 31b and the male screw portion 22a of the bolt shaft 22 are engaged, the support S is attached to the pair of bolt shafts 22 via the pair of attachment portions 7. As described above, when the support body S is attached to the pair of bolt shafts 22 at the beginning, and when the support height of the support body S attached to the pair of bolt shafts 22 is changed. In this case, after the support S is slid with respect to the pair of bolt shafts 22 with respect to the pair of bolt shafts 22 until the support S is disposed, Since it can be realized by engaging the female screw 31b on the front surface with the male screw portion 22a of the bolt shaft 22, there is an advantage that the nut can be quickly turned since no screw rotation is required. In FIG. 1, FIG. 2, etc., reference numeral 51 denotes a cap attached to the upper end of each bolt shaft 22 in order to prevent the support S from coming off from the pair of bolt shafts 22.

この状態で、管体支持部2の上面の挿入開口1から管体Sを内部に挿入した後に、第1延出部3の閉塞片6の先端部6aを閉塞片挿入隙間11に挿入して締め込むと、閉塞片6の先端部6aの外側の係合部8と、第2延出部4の内側の被係合部9とが係合されて、管体Pに対する閉塞片6の締込み状態が維持される。図2には、この状態が示されており、管体支持部2の外周面に設けられた補強リブR1 の最も低い部分と、基板Vの嵩上げ板部42との間には、所定の隙間が形成されている。 In this state, after inserting the tube body S through the insertion opening 1 on the upper surface of the tube body support portion 2, the distal end portion 6 a of the closing piece 6 of the first extension portion 3 is inserted into the closing piece insertion gap 11. When tightened, the engaging portion 8 on the outer side of the distal end portion 6a of the closing piece 6 and the engaged portion 9 on the inner side of the second extending portion 4 are engaged, and the closing piece 6 is fastened to the tube P. Is maintained. FIG. 2 shows this state, and a predetermined amount is provided between the lowest portion of the reinforcing rib R 1 provided on the outer peripheral surface of the tube support portion 2 and the raised plate portion 42 of the substrate V. A gap is formed.

基板Vの嵩上げ板部42は、両端支持状態で空中配置されているため、曲げ強度が小さくなるが、当該嵩上げ板部42における一対のボルト軸22の立設部を除く部分には、下方に向けて膨出した補強ビードB1 が設けられることで、補強されているため、嵩上げ板部42の曲げ強度が大きくなり、結果として、管体Pの支持状態も安定化する。 Since the raised plate portion 42 of the substrate V is disposed in the air in a state where both ends are supported, the bending strength is reduced. However, the portion of the raised plate portion 42 except for the standing portions of the pair of bolt shafts 22 is provided below. Since the reinforcing bead B 1 bulging out is provided and reinforced, the bending strength of the raised plate portion 42 is increased, and as a result, the support state of the tubular body P is also stabilized.

そして、管体Pが排水管である場合には、その軸心C0 の方向に沿って勾配を付けて配管する必要が生じ、当該管体Pの軸心C0 を可能な限り低くしたい場合が発生する。このような場合には、図9及び図10に示されるように、補強ビードB1 の上面に形成された凹部43に、支持体Sの管体支持部2の外周に形成された補強リブR1 を入り込ませることで、管体Pの軸心C0 を低くできる。図5及び図10に示されるように、補強ビードB1 の上面に形成された凹部43の存在により、当該凹部43がない場合に比較して、管体Pの軸心C0 は、(T+H1 )だけ低く配置できる。上記実施例の場合には、管体支持部2の外周面の補強リブR1 は、前記ナット収容空間45の上面(嵩上げ板部42の裏面と同じ)よりも(H1 )だけ下方に達している。なお、図5(b)に示されるように、補強ビードB1'の下方への突出長を大きくすることで、補強ビードB1'により形成された凹部43’の底面は、ナット収容空間45の上面よりも「H2 ( >H1 )」だけ低い位置に配置されることで、管体Pの最下端支持位置を更に下げられる。 When the tube P is drainpipe, if its axis needs to pipe it occurs with a gradient along the direction of the C 0, want the lowest possible axis C 0 of the tube P Will occur. In such a case, as shown in FIGS. 9 and 10, the reinforcing rib R formed on the outer periphery of the tube support portion 2 of the support S is formed in the recess 43 formed on the upper surface of the reinforcement bead B 1. By inserting 1 , the axial center C 0 of the tube P can be lowered. As shown in FIGS. 5 and 10, due to the presence of the recess 43 formed on the upper surface of the reinforcing bead B 1 , the axial center C 0 of the tubular body P is (T + H) compared to the case where the recess 43 is not present. 1 ) Can only be placed low. In the case of the above embodiment, the reinforcing rib R 1 on the outer peripheral surface of the tube support portion 2 reaches below the upper surface of the nut housing space 45 (the same as the back surface of the raised plate portion 42) by (H 1 ). ing. Incidentally, FIG. 5 as shown in (b), 'by increasing the protruding length of downward, the reinforcing bead B 1' reinforcing bead B 1 bottom surface of the recess 43 'formed by the nut accommodating space 45 The lowermost support position of the pipe P can be further lowered by being arranged at a position lower by “H 2 (> H 1 )” than the upper surface of the tube P.

また、図11(a)に示されるように、上記実施例とは逆に、基板Vの嵩上げ板部42に上方に膨出する突条の補強ビードB2 を形成し、支持体Sの管体支持部2の外周面には、前記補強ビードB2 が入り込むことが可能な凹部48を形成する一対の補強リブR2 を形成することによっても、基板Vの嵩上げ板部42の曲げ強度を高めること、及び支持体Sに支持される管体Pの軸心C0 の位置を下げることの双方を同時に実現できる。また、図11(b)は、基板Vの嵩上げ板部42に上方に膨出する突条の補強ビードB2'を形成すると共に、支持体Sの管体支持部2には、内側に入り込んだ補強リブR2'を形成することで、管体支持部2の外周側に凹部49が形成され、当該凹部49に、基板Vの嵩上げ板部42の補強ビードB2'が入り込む構成である。 Further, as shown in FIG. 11 (a), contrary to the above embodiment, to form a reinforcing bead B 2 ridges bulging upward raising plate portion 42 of the substrate V, tube support S The bending strength of the raised plate portion 42 of the substrate V can also be increased by forming a pair of reinforcing ribs R 2 that form recesses 48 into which the reinforcing beads B 2 can enter the outer peripheral surface of the body support portion 2. Both of raising and lowering the position of the axis C 0 of the tube P supported by the support S can be realized at the same time. FIG. 11B shows that the reinforcing reinforcement B 2 ′ of the ridge that bulges upward is formed on the raised plate portion 42 of the substrate V and enters the tube support portion 2 of the support S inside. By forming the reinforcing rib R 2 ′, the concave portion 49 is formed on the outer peripheral side of the tube body supporting portion 2, and the reinforcing bead B 2 ′ of the raised plate portion 42 of the substrate V enters the concave portion 49. .

図12(a)に示される実施例は、基板Vの嵩上げ板部42に上方に突出する補強ビードB3 が形成され、支持体Sの管体支持部2の外周面には、前記補強ビードB3 に対して幅方向にずれて突設されることで、当該補強ビードB3 に対して隣接配置される補強リブR3 が形成されたものである。基板Vの嵩上げ板部42に形成された補強ビードB3 及び管体支持部2に形成された補強リブR3 は、それぞれ基板Vの嵩上げ板部42及び管体支持部2を補強すると共に、補強ビードB3 と補強リブR3 が幅方向に沿って隣接配置されることで、補強ビードB3 の高さ分だけ、管体支持部2の最下端支持位置を下げられる。 In the embodiment shown in FIG. 12A, a reinforcing bead B 3 protruding upward is formed on the raised plate portion 42 of the substrate V, and the reinforcing bead is provided on the outer peripheral surface of the tube support portion 2 of the support S. by being protruded displaced in the width direction with respect to B 3, in which the reinforcing ribs R 3 arranged adjacent with respect to the reinforcing bead B 3 is formed. The reinforcing bead B 3 formed on the raised plate portion 42 of the substrate V and the reinforcing rib R 3 formed on the tube support portion 2 reinforce the raised plate portion 42 and the tube support portion 2 of the substrate V, respectively. By arranging the reinforcing bead B 3 and the reinforcing rib R 3 adjacent to each other along the width direction, the lowermost support position of the tubular body support portion 2 can be lowered by the height of the reinforcing bead B 3 .

図12(b)は、基板Vの嵩上げ板部42に、幅方向に所定間隔をおいて一対の補強ビードB3 が形成されて、一対の補強ビードB3 の間の凹部50に、管体保持部2の補強リブR3 が入り込む構成であり、基板Vの嵩上げ板部42の曲げ強度が一層に高められる。 In FIG. 12B, a pair of reinforcing beads B 3 are formed on the raised plate portion 42 of the substrate V at a predetermined interval in the width direction, and a tubular body is formed in the recess 50 between the pair of reinforcing beads B 3. In this configuration, the reinforcing rib R 3 of the holding portion 2 is inserted, and the bending strength of the raised plate portion 42 of the substrate V is further increased.

上記実施例の支持体Sは、樹脂製であるが、本発明における支持体は、金属製であってもよく、金属製の支持体の場合には、下端部に設けられる補強リブは、上記実施例の基板Vに形成された補強ビードB1 のような形状となる。 Although the support S in the above embodiment is made of resin, the support in the present invention may be made of metal. In the case of a metal support, the reinforcing rib provided at the lower end is It becomes the shape like the reinforcing bead B 1 formed on the substrate V of the embodiment.

また、本発明においては、支持体を取着する一対の立設体は、ボルト軸に限定されず、高さ方向に沿って所定ピッチをおいて被係合部が設けられることで管体の高さ調整を行える棒状体であってもよい。   Further, in the present invention, the pair of standing bodies for attaching the support body is not limited to the bolt shaft, and the engaged portion is provided at a predetermined pitch along the height direction. It may be a rod-shaped body capable of adjusting the height.

1 〜B3 :補強ビード
0 :管体の軸心
D:配線・配管材支持具
F:基礎床
1,H2 :嵩上げ板部の凹部の底面が当該嵩上げ板部の裏面から下がっている距離
P:管体(配線・配管材)
1 〜R3 :管体支持部に設けられた補強リブ
S:支持体
T:基板の板厚
V:基板
2:管体支持部(配線・配管材支持部)
7:取着部
22:ボルト軸(立設体)
41:基板の当接板部
42:基板の嵩上げ板部
43:嵩上げ板部に形成された凹部
45:ナット収容空間
48:一対の補強リブの間に形成された凹部
49:内側に突出された補強リブの外側に形成された凹部
50:一対の補強ビードの間に形成された凹部
B 1 to B 3 : Reinforcement beads
C 0 : Axis of tube
D: Wiring / pipe material support
F: Foundation floor
H 1 and H 2 : distances at which the bottom surface of the concave portion of the raised plate portion is lowered from the back surface of the raised plate portion
P: Tubing (wiring / piping material)
R 1 to R 3 : Reinforcing ribs provided on the tube support part
S: Support
T: Board thickness
V: Substrate
2: Tube support (wiring / pipe material support)
7: Attachment
22: Bolt shaft (standing structure)
41: Contact plate portion of substrate
42: Raised board portion of substrate
43: Concave part formed in raised plate part
45: Nut housing space
48: Recess formed between a pair of reinforcing ribs
49: Concave portion formed on the outside of the reinforcing rib protruding inward
50: Concavity formed between a pair of reinforcing beads

Claims (6)

一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、
前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、
前記基板の嵩上げ板部には、当該嵩上げ板部と前記配線・配管材支持部とが互いに干渉することなく、当該配線・配管材支持部の下端を前記嵩上げ板部の上端面を超えて基礎床の側に移動可能とする凹部が長手方向に形成されていることを特徴とする配線・配管材支持具。
A pair of upright bodies and a pair of left and right contact plate portions that are in contact with the foundation floor are connected to each other with the raised plate portions raised with respect to the respective contact plate portions. A substrate on which a pair of standing bodies are erected, and a wiring / piping material support portion that is attached to the pair of erected bodies and is capable of adjusting the arrangement position along the standing direction of the standing bodies. A wiring / pipe material support comprising a support
The support is attached to the pair of upright bodies via a pair of attachments above a lower end of the wiring / piping material support part, and the pair of support parts is attached to both ends of the raised plate part of the substrate. A standing body was erected,
The raised plate portion of the substrate has a lower end of the wiring / pipe material support portion that exceeds the upper end surface of the raised plate portion without interfering between the raised plate portion and the wiring / pipe material support portion. A wiring / piping material support, characterized in that a recess that is movable toward the floor is formed in the longitudinal direction.
前記基板は、金属製であって、前記嵩上げ板部には、表面から裏面の側に向けて膨出する補強ビードが形成され、当該補強ビードにより前記凹部が形成されていることを特徴とする請求項1に記載の配線・配管材支持具。   The substrate is made of metal, and a reinforcing bead bulging from the front surface to the back surface side is formed on the raised plate portion, and the concave portion is formed by the reinforcing bead. The wiring / piping material support according to claim 1. 前記配線・配管材支持部の下端部には、下方に向けて突出された補強リブが形成され、当該補強リブが前記凹部に入り込む構成であることを特徴とする請求項1に記載の配線・配管材支持具。   The wiring / piping material support portion according to claim 1, wherein a reinforcing rib protruding downward is formed at a lower end portion of the wiring / piping material support portion, and the reinforcing rib enters the recess. Piping material support. 一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される金属製の基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、
前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、
前記基板の嵩上げ板部には、当該嵩上げ板部の上端面から上方に突出する補強ビードが長手方向に形成され、前記配線・配管材支持部の下端部には、当該補強ビードが入り込むことが可能な凹状の補強リブが周方向に形成されていることを特徴とする配線・配管材支持具。
A pair of upright bodies and a pair of left and right contact plate portions that are in contact with the foundation floor are connected to each other with the raised plate portions raised with respect to the respective contact plate portions. A metal substrate on which a pair of standing bodies are erected, and a wiring / pipe material support that is attached to the pair of standing bodies and whose arrangement position along the erection direction of the standing bodies can be adjusted. A wiring / pipe material support comprising a support provided with a section,
The support is attached to the pair of upright bodies via a pair of attachments above a lower end of the wiring / piping material support part, and the pair of support parts is attached to both ends of the raised plate part of the substrate. A standing body was erected,
A reinforcing bead protruding upward from the upper end surface of the raised plate portion is formed in the longitudinal direction on the raised plate portion of the substrate, and the reinforcing bead enters the lower end portion of the wiring / pipe material support portion. A wiring / piping material support, characterized in that possible concave reinforcing ribs are formed in the circumferential direction.
一対の立設体と、基礎床に当接される左右一対の当接板部が、当該各当接板部に対して嵩上げされた嵩上げ板部を介して連結されて、当該嵩上げ板部に一対の立設体が立設される金属製の基板と、前記一対の立設体に取着されて、当該立設体の立設方向に沿った配置位置が調整可能な配線・配管材支持部を備えた支持体とから成る配線・配管材支持具であって、
前記支持体は、前記配線・配管材支持部の下端よりも上方において一対の取着部を介して前記一対の立設体に取着され、前記基板の嵩上げ板部の両端部に前記一対の立設体が立設され、
前記基板の嵩上げ板部には、当該嵩上げ板部の上端面から上方に突出する補強ビードが長手方向に形成され、前記配線・配管材支持部の下端部には、前記補強ビードに対して幅方向にずれることで、当該補強ビードに対して隣接配置される補強リブが下方に向けて設けられていることを特徴とする配線・配管材支持具。
A pair of upright bodies and a pair of left and right contact plate portions that are in contact with the foundation floor are connected to each other with the raised plate portions raised with respect to the respective contact plate portions. A metal substrate on which a pair of standing bodies are erected, and a wiring / pipe material support that is attached to the pair of standing bodies and whose arrangement position along the erection direction of the standing bodies can be adjusted. A wiring / pipe material support comprising a support provided with a section,
The support is attached to the pair of upright bodies via a pair of attachments above a lower end of the wiring / piping material support part, and the pair of support parts is attached to both ends of the raised plate part of the substrate. A standing body was erected,
A reinforcing bead protruding upward from the upper end surface of the raised plate portion is formed in the longitudinal direction on the raised plate portion of the substrate, and the lower end portion of the wiring / pipe material support portion has a width relative to the reinforcing bead. A wiring / piping material support, wherein a reinforcing rib disposed adjacent to the reinforcing bead is provided downward by being displaced in the direction.
前記立設体は、ボルト体であって、前記基板の嵩上げ板部には、裏面側に開放するナット収容空間が形成され、前記配線・配管材支持部の下端は、前記ナット収容空間の上面よりも下方に移動可能であることを特徴とする請求項1ないし5のいずれかに記載の配線・配管材支持具。   The upright body is a bolt body, and the raised plate portion of the substrate is formed with a nut housing space that opens to the back surface side, and the lower end of the wiring / pipe material support portion is an upper surface of the nut housing space. The wiring / piping material support according to any one of claims 1 to 5, wherein the wiring / piping material support is movable downward.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016046898A (en) * 2014-08-22 2016-04-04 未来工業株式会社 Attachment body to bolt, and wiring/piping material supporting device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03117106U (en) * 1990-03-14 1991-12-04
JPH0522974U (en) * 1991-09-09 1993-03-26 株式会社アカギ Floor band for piping
JPH11241789A (en) * 1998-02-26 1999-09-07 Nojima Kakusei Seisakusho:Kk Piping support fitting
JP3186486U (en) * 2013-07-26 2013-10-10 株式会社コクサイ Piping support bracket

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03117106U (en) * 1990-03-14 1991-12-04
JPH0522974U (en) * 1991-09-09 1993-03-26 株式会社アカギ Floor band for piping
JPH11241789A (en) * 1998-02-26 1999-09-07 Nojima Kakusei Seisakusho:Kk Piping support fitting
JP3186486U (en) * 2013-07-26 2013-10-10 株式会社コクサイ Piping support bracket

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016046898A (en) * 2014-08-22 2016-04-04 未来工業株式会社 Attachment body to bolt, and wiring/piping material supporting device

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