JP2015090199A - Buckling prevention tool for suspension type support device - Google Patents

Buckling prevention tool for suspension type support device Download PDF

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JP2015090199A
JP2015090199A JP2013230754A JP2013230754A JP2015090199A JP 2015090199 A JP2015090199 A JP 2015090199A JP 2013230754 A JP2013230754 A JP 2013230754A JP 2013230754 A JP2013230754 A JP 2013230754A JP 2015090199 A JP2015090199 A JP 2015090199A
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suspension
reinforcing
suspension bolt
bolt
support device
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JP5619984B1 (en
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孝 池田
Takashi Ikeda
孝 池田
純 舟橋
Jun Funabashi
純 舟橋
栄作 浅妻
Eisaku Asatsuma
栄作 浅妻
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Burest Kogyo Kenkyusho
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Abstract

PROBLEM TO BE SOLVED: To provide a buckling prevention tool for a suspension type support device capable of performing buckling prevention of a suspension bolt with a simple work, in the suspension type support device of a B kind earthquake proof support system.SOLUTION: A pair of side surface reinforcement materials 1 is formed. The side surface reinforcement materials 1 are arranged along a longitudinal side surface opposite to a suspension bolt 10. A reinforced body 5 is composed of the side surface reinforcement materials 1 and a connection bolt 6 connecting the side surface reinforcement materials 1. The periphery of the suspension bolt 10 is surrounded in a close contact manner with the side surface reinforcement materials 1 of the reinforced body 5. A plurality of spacers 4 crimped on the outside surface of the suspension bolt 10 is provided on the inside surfaces of the side surface reinforcement materials 1. A stationary nut 11 screwed into the suspension bolt 10 is stored inside the reinforced body 5.

Description

本発明は、吊り下げ式支持装置の耐震性能を高める吊り下げ式支持装置用座屈防止具に関するものである。   The present invention relates to a buckling preventer for a suspension support device that enhances the earthquake resistance of the suspension support device.

電気設備等で使用されている吊り下げ式支持装置は、例えば、天井スラブに配設した吊りボルト等の垂直吊り材で横架材を懸吊し、この横架材にダクトやケーブル、パイプ等を水平に支持する装置である。   The suspension type support device used in electrical facilities, for example, suspends horizontal members with vertical suspension members such as suspension bolts installed on the ceiling slab, and ducts, cables, pipes, etc. Is a device that horizontally supports

この種の吊り下げ式支持装置の耐震強度を高めるために、「建築設備耐震設計・施工指針」に基づいた耐震措置が行なわれている。この指針には、吊り下げ式支持装置の耐震支持方式として、A種とB種の2種類の耐震支持方式が示されている。   In order to increase the seismic strength of this type of suspension-type support device, seismic measures based on the “Guidelines for Seismic Design and Construction of Building Facilities” have been taken. In this guideline, two types of seismic support methods, A type and B type, are shown as the seismic support methods of the suspension type support device.

A種耐震支持方式は、地震の強い揺れでも変形しないように強度の高い部材を垂直吊り材に用いる方式である。そのため、このA種耐震支持では、例えばL形鋼のような強固な部材を用いるので極めて強力な強度が得られる。ところが、重量のある形鋼の上下端を強固に固定する必要があるので、垂直吊り材の取付け施工に多大な手間と時間がかかり、コスト高になる不都合がある。   The class A seismic support system is a system in which a high-strength member is used for the vertical suspension so as not to be deformed even by a strong earthquake shake. Therefore, in this Class A seismic support, for example, a strong member such as L-shaped steel is used, so extremely strong strength can be obtained. However, since it is necessary to firmly fix the upper and lower ends of the heavy shaped steel, it takes a lot of time and effort to install the vertical suspension material, and there is a disadvantage that the cost is increased.

一方、B種耐震支持方式は、垂直吊り材及び斜材にボルトを用いる簡易な方式である。このB種耐震支持方式では、地震の揺れで斜材に加わる張力の上下成分により吊りボルトに作用する圧縮力を、ラックやケーブル、パイプなど部材の重量から伝わる引張力で相殺させることで、地震時における吊りボルトの変形を防止する方式である。   On the other hand, the class B seismic support system is a simple system using bolts for the vertical suspension material and the diagonal material. In this class B seismic support system, the compressive force acting on the suspension bolts due to the upper and lower components of the tension applied to the diagonal material due to the shaking of the earthquake is offset by the tensile force transmitted from the weight of the members such as racks, cables and pipes. This is a method for preventing deformation of the suspension bolt at the time.

このB種耐震支持方式によると、吊りボルトを垂直吊り材に用いる簡易な方式であるため、施工も容易でコスト安となる。しかしながら、垂直吊り材へ作用する圧縮力を、垂直吊り材で支持する各部材の重量による引張力で相殺させる構造であるから、水平地震力により発生する圧縮力が、重量による引っ張り力より大きい場合にA種耐震支持方式に比べて強度は弱くなる不都合がある。   According to this class B seismic support system, since it is a simple system using a suspension bolt for a vertical suspension material, construction is also easy and cost-effective. However, since the compression force acting on the vertical suspension material is offset by the tensile force due to the weight of each member supported by the vertical suspension material, the compression force generated by the horizontal seismic force is greater than the tensile force due to the weight. In addition, there is an inconvenience that the strength is weaker than that of the class A earthquake resistant support system.

そこで、当出願人は、これら従来の耐震支持方式の不都合を解消し、B種耐震支持方式の簡易な施工が可能で、A種耐震支持方式と同様の耐座屈強度を兼ね備えた吊り下げ式支持装置を先に出願している(特許文献1,2参照)。   Therefore, the present applicant has solved the inconveniences of these conventional seismic support systems, enables simple construction of the Class B seismic support system, and is a suspension type that has the same buckling strength as the Class A seismic support system. A support device has been filed earlier (see Patent Documents 1 and 2).

特許文献1の吊り下げ式支持装置は、管状体や溝形鋼材から成る圧縮力抵抗体を形成し、この圧縮力抵抗体で垂直吊り材に用いる吊りボルトを囲むように装着したものである。そして、吊りボルトに軸方向の圧縮力が作用する際に、圧縮力抵抗体の上下両端が垂直吊り材の上下の取付部間に接触して圧縮力に抵抗し、吊りボルトの座屈を防止するものである。   The suspension type support device of Patent Document 1 is formed by forming a compressive force resistor made of a tubular body or a grooved steel material and surrounding the suspension bolt used for a vertical suspension member with this compressive force resistor. And when the axial compressive force acts on the suspension bolt, the upper and lower ends of the compressive force resistor come in contact between the upper and lower mounting parts of the vertical suspension material to resist the compressive force and prevent the suspension bolt from buckling To do.

また、特許文献2の吊り下げ式支持装置は、天井スラブに固定したアングル材(水平材)に吊りボルトを連結する場合の圧縮力抵抗体に関するものである。そして、この圧縮力抵抗体においても上下両端が垂直吊り材の横架材と上部取付具間に接触して圧縮力に抵抗することで、吊りボルトの座屈を防止する構成を成している。   Moreover, the suspension type support device of Patent Document 2 relates to a compressive force resistor when a suspension bolt is coupled to an angle member (horizontal member) fixed to a ceiling slab. And also in this compressive force resistor, the upper and lower ends contact between the horizontal suspension member of the vertical suspension member and the upper fixture to resist the compressive force, thereby preventing the buckling of the suspension bolt. .

特許第3156153号公報Japanese Patent No. 3156153 特許第2961365号公報Japanese Patent No. 2961365

このように、従来の圧縮力抵抗体は、圧縮力抵抗体の上下端部を吊りボルトの上下の取付部間に接触させて圧縮力に抵抗する構造を採用することで、吊りボルトの座屈防止に成功している。ところが、施工時において、圧縮力抵抗体の寸法を吊りボルトの上下の取付部間の長さに正確に合わせる必要があった。   As described above, the conventional compressive force resistor has a structure in which the upper and lower ends of the compressive force resistor are brought into contact between the upper and lower mounting portions of the suspension bolt to resist the compressive force, thereby buckling the suspension bolt. It has been successfully prevented. However, at the time of construction, it has been necessary to accurately match the dimensions of the compressive force resistor with the length between the upper and lower mounting portions of the suspension bolt.

すなわち、吊りボルトで横架材を懸吊する際に、複数の横架材の高さを一定に揃えるには、各吊りボルトにおける横架材の連結位置を個々に調整する必要が生じる。たとえば、天井スラブに固定するアンカーやアングル材を介して吊りボルトを連結する場合に、アンカーやアングル材の固定位置によって吊りボルトの上下の取付部間の距離が変わることになる。また、一般の建築物は天井スラブの下面が一様に正確な水平状態になっていることは少なく、コンクリート面には多少の凹凸が生じていることが多い。そのため、横架材の高さを一定に調整するには、吊りボルトにおける各横架材の連結位置を調整し、横架材の高さを揃える作業が必要になる。   That is, when the horizontal member is suspended with the suspension bolts, it is necessary to individually adjust the connection positions of the horizontal members in each suspension bolt in order to make the heights of the plurality of horizontal members constant. For example, when a suspension bolt is connected via an anchor or angle member fixed to a ceiling slab, the distance between the upper and lower attachment portions of the suspension bolt changes depending on the anchor or angle member fixing position. Moreover, in general buildings, the bottom surface of the ceiling slab is rarely in a uniform and accurate horizontal state, and the concrete surface often has some unevenness. Therefore, in order to adjust the height of the horizontal member to be constant, it is necessary to adjust the connection position of the horizontal members in the suspension bolt and align the height of the horizontal member.

このように、吊り下げ式支持装置に使用する吊りボルトにおいて、吊りボルトの上下の取付部間の間隔は一定ではない。そのため、従来の圧縮力抵抗体のように、圧縮力抵抗体の上下端部を吊りボルトの上下の取付部間に接触させて圧縮力に抵抗する構造では、各吊りボルトの上下の取付部間の間隔に合わせて圧縮力抵抗体の長さを調整する必要があった。   Thus, in the suspension bolt used for the suspension type support device, the interval between the upper and lower attachment portions of the suspension bolt is not constant. Therefore, in a structure that resists compressive force by contacting the upper and lower ends of the compression force resistor between the upper and lower mounting portions of the suspension bolt, as in the conventional compression force resistor, between the upper and lower mounting portions of each suspension bolt. It was necessary to adjust the length of the compressive force resistor in accordance with the interval.

ところが、吊り下げ式支持装置を使用してケーブル等を支持する場合、多数の吊りボルトを使用する必要がある。そのため、各吊りボルトの上下の取付部間の間隔に合わせて多数の圧縮力抵抗体の長さを調整するといった多くの手間を要する課題があった。   However, when a cable or the like is supported using a suspension type support device, it is necessary to use a large number of suspension bolts. Therefore, there has been a problem that requires a lot of labor such as adjusting the lengths of a large number of compressive force resistors in accordance with the distance between the upper and lower mounting portions of each suspension bolt.

そこで、本発明は上述の課題を解消すべく創出されたもので、吊りボルトを使用するB種耐震支持方式にてA種耐震支持方式と同様の耐座屈強度を兼ね備えた吊り下げ式支持装置において、吊りボルトの座屈防止をより簡単な作業で行うことができる吊り下げ式支持装置用座屈防止具の提供を目的とする。   Therefore, the present invention was created to solve the above-described problems, and a suspension type support device having a buckling strength similar to that of a class A earthquake resistant support method in a class B earthquake resistant support method using suspension bolts. The purpose of the present invention is to provide a buckling prevention tool for a suspension type support device that can prevent buckling of a suspension bolt by a simpler operation.

上述の目的を達成すべく本発明における第1の手段は、垂直吊り材として用いる吊りボルト10で横架材20を懸吊し、この横架材20に被支持体Pを水平に支持するように構成した吊り下げ式支持装置の吊りボルト10に装着する座屈防止具であって、吊りボルト10自体の対向する長手側面に沿ってそれぞれ配置される一対の側面補強材1を形成し、該側面補強材1にて吊りボルト10の周囲を密着状態で囲むように側面補強材1相互を連結する強化体5を構成し、吊りボルト10が軸方向の圧縮力を受けたときに吊りボルト10の座屈を強化体5が防止するように設けたことにある。   In order to achieve the above-mentioned object, the first means in the present invention is to suspend the horizontal member 20 with a suspension bolt 10 used as a vertical suspension member, and to support the supported body P horizontally on the horizontal member 20. A buckling prevention device to be mounted on the suspension bolt 10 of the suspension type support device constructed as described above, and forming a pair of side reinforcements 1 respectively disposed along the opposing longitudinal side surfaces of the suspension bolt 10 itself, The reinforcing body 5 that connects the side reinforcing materials 1 to each other is configured so that the side reinforcing material 1 surrounds the suspension bolt 10 in close contact, and when the hanging bolt 10 receives an axial compressive force, the hanging bolt 10 This is because the reinforcing body 5 is provided so as to prevent buckling.

第2の手段において、前記強化体5は、前記側面補強材1と該側面補強材1相互を連結せしめる連結ボルト6とで構成され、前記側面補強材1は、平断面L字状を成し前記吊りボルト10の外側面を囲む補強部2と、該補強部2の両端からそれぞれ延長され前記側面補強材1を連結せしめる連結ボルト6を挿通する連結片3とが設けられ、前記側面補強材1相互の重合した連結片3相互を連結ボルト6にて連結するように構成している。   In the second means, the reinforcing body 5 is constituted by the side reinforcing material 1 and a connecting bolt 6 for connecting the side reinforcing materials 1 to each other, and the side reinforcing material 1 has an L-shaped cross section. A reinforcing portion 2 that surrounds the outer surface of the suspension bolt 10 and a connecting piece 3 that extends from both ends of the reinforcing portion 2 and through which a connecting bolt 6 that connects the side reinforcing material 1 is provided, are provided. 1 The connection piece 3 which mutually overlap | superposed is comprised so that the connection bolt 6 may connect.

第3の手段は、前記強化体5において、前記側面補強材1の内側面に側面補強材1の長手方向に沿って間隔を開けて設置される複数のスペーサー4又は、長手方向に沿って連続するスペーサー4を備え、該スペーサー4を介して前記側面補強材1相互を連結するように設けられ、前記強化体5の内径が前記吊りボルト10の上下端部にネジ止めされる固定ナット11を囲むサイズに構成したものである。   The third means is that in the reinforcing body 5, a plurality of spacers 4 installed at intervals along the longitudinal direction of the side reinforcing material 1 on the inner side surface of the side reinforcing material 1 or continuous along the longitudinal direction. A fixing nut 11 that is provided so as to connect the side reinforcements 1 to each other via the spacer 4, and in which the inner diameter of the reinforcing body 5 is screwed to the upper and lower ends of the suspension bolt 10. It is composed to the size to enclose.

第4の手段において、前記強化体5は、前記側面補強材1と該側面補強材1相互を連結せしめる連結ボルト6とで構成され、前記側面補強材1は、平面コ字状を成し前記吊りボルト10の外側面を三方向から囲む補強部2が形成され、前記側面補強材1の内側面に側面補強材1の長手方向に沿って間隔を開けて設置される複数のスペーサー4又は、長手方向に沿って連続するスペーサー4を備え、該スペーサー4を介して組み合わせた側面補強材1相互を貫通する連結ボルト6にて連結するように構成したものである。   4th means WHEREIN: The said reinforcement body 5 is comprised by the connection bolt 6 which connects the said side reinforcement 1 and this side reinforcement 1, and the said side reinforcement 1 comprises the planar U shape, A plurality of spacers 4 are formed that surround the outer surface of the suspension bolt 10 from three directions, and are installed on the inner surface of the side surface reinforcing material 1 at intervals along the longitudinal direction of the side surface reinforcing material 1 or A spacer 4 that is continuous along the longitudinal direction is provided, and the side reinforcing members 1 combined through the spacer 4 are connected by connecting bolts 6 that pass through each other.

第5の手段は、前記強化体5において、前記スペーサー4は、平断面L字形状を成し、前記側面補強材1相互を連結したときに前記吊りボルト10の外側面を前記スペーサー4にて四方から圧着するように構成している。   The fifth means is that in the reinforcing body 5, the spacer 4 has an L-shaped cross section, and the outer surface of the suspension bolt 10 is attached to the spacer 4 when the side reinforcing members 1 are connected to each other. It is configured to be crimped from all sides.

本発明の請求項1によると、吊りボルト10自体の対向する長手側面に沿ってそれぞれ配置される一対の側面補強材1を形成し、該側面補強材1にて吊りボルト10の周囲を密着状態で囲むように側面補強材1相互を連結する強化体5を構成し、吊りボルト10が軸方向の圧縮力を受けたときに吊りボルト10の座屈を強化体5が防止するように設けたことにより、側面補強材1相互を連結する作業で吊りボルト10に強化体5を装着できるので、吊りボルトの座屈防止を簡単な作業で行える効果がある。   According to the first aspect of the present invention, the pair of side reinforcing members 1 respectively disposed along the opposing longitudinal side surfaces of the suspension bolt 10 itself are formed, and the periphery of the suspension bolt 10 is in close contact with the side reinforcement member 1. The side reinforcements 1 are connected to each other so as to surround each other, and the reinforcement body 5 is provided to prevent the suspension bolt 10 from buckling when the suspension bolt 10 receives an axial compressive force. Thus, the reinforcing body 5 can be attached to the suspension bolt 10 by the operation of connecting the side surface reinforcing members 1 to each other, so that it is possible to prevent buckling of the suspension bolt by a simple operation.

しかも、吊りボルト10の側面に強化体5を圧着して強化する構成であるから、従来の圧縮力抵抗体のように、圧縮力抵抗体の上下端部を吊りボルトの上下の取付部間に接触させる必要がない。したがって、吊りボルトの上下の取付部間の間隔に合わせて多数の圧縮力抵抗体の長さを調整するといった多くの作業は不要になった。この結果、吊りボルトを使用するB種耐震支持方式にてA種耐震支持方式と同様の耐座屈強度を兼ね備えた吊り下げ式支持装置において、吊りボルトの座屈防止を従来よりも簡単な作業で行えるものである。   In addition, since the reinforcing body 5 is reinforced by crimping to the side surface of the suspension bolt 10, the upper and lower ends of the compression force resistor are placed between the upper and lower mounting parts of the suspension bolt as in the conventional compression force resistor. There is no need to make contact. Therefore, many operations such as adjusting the lengths of a large number of compressive force resistors in accordance with the distance between the upper and lower mounting portions of the suspension bolt are no longer necessary. As a result, in the suspension type support device that has the same buckling strength as the class A earthquake resistant support method in the class B earthquake resistant support method using the suspension bolt, it is easier to prevent the suspension bolt from buckling than before. It can be done with.

請求項2のように、強化体5は、側面補強材1相互の重合した連結片3相互を連結ボルト6にて連結するように構成しているので、吊りボルト10に対する強化体5の装着作業をより簡単にすることができる。   According to the second aspect, the reinforcing body 5 is configured so that the side connection members 1 are connected to each other by the connecting bolts 6, so that the reinforcing body 5 is attached to the suspension bolt 10. Can be made easier.

請求項3の如く、強化体5において、側面補強材1の内側面に設置されるスペーサー4を備え、該スペーサー4を介して側面補強材1相互を連結するように設けたことで、吊りボルト10の軸直角方向の支持位置は吊りボルト10の上下端のみではなく、中間部でもスペーサー4により軸直角方向の拘束、曲げ回転方向の拘束を受けることとなる。これにより吊りボルトの座屈強度を決定する、座屈長さを短く、拘束条件を改善した設計が可能となり、座屈荷重、圧縮強度を高めることができる。側面補強材1は原理的に圧縮荷重を負担しておらず、吊りボルトの上下の取り付け部間の間隔に正確に合わせる必要がない。   According to the third aspect of the present invention, the reinforcing body 5 includes the spacer 4 installed on the inner side surface of the side reinforcing material 1 and is provided so as to connect the side reinforcing materials 1 to each other via the spacer 4. The support position in the direction perpendicular to the axis 10 is not limited to the upper and lower ends of the suspension bolt 10, but is also constrained by the spacer 4 in the direction perpendicular to the axis and in the direction of bending rotation. Thereby, the buckling length which determines the buckling strength of a suspension bolt is shortened, the design which improved the constraint conditions is attained, and buckling load and compressive strength can be raised. The side reinforcing material 1 does not bear a compressive load in principle, and it is not necessary to accurately match the distance between the upper and lower attachment parts of the suspension bolt.

しかも、強化体5は、強化体5の内径が前記吊りボルト10の上下端部にネジ止めされる固定ナット11を囲むサイズに構成したことで、強化体5の断面特性を強化する。また、これにより曲げ強度が向上し、スペーサー部の支持強度が向上する。   And the reinforcement body 5 reinforce | strengthens the cross-sectional characteristic of the reinforcement body 5 because the internal diameter of the reinforcement body 5 was comprised in the size surrounding the fixing nut 11 screwed by the upper-and-lower-ends part of the said suspension bolt 10. FIG. This also improves the bending strength and the support strength of the spacer portion.

請求項4のように、側面補強材1は、平面コ字状を成し吊りボルト10の外側面を三方向から囲む補強部2を形成したことで、スペーサー4を使用する側面補強材1による吊りボルト10の耐座屈強度を更に高める効果がある。   According to the fourth aspect of the present invention, the side reinforcing material 1 is formed by the side reinforcing material 1 that uses the spacer 4 by forming the reinforcing portion 2 that is formed in a U-shape and surrounds the outer surface of the suspension bolt 10 from three directions. There is an effect of further increasing the buckling strength of the suspension bolt 10.

請求項5のごとく、前記スペーサー4は、平断面L字形状、V字形状、半円形状等を成し、前記側面補強材1相互を連結したときに前記吊りボルト10の外側面を前記スペーサー4にて周囲から圧着するように構成したことで、吊りボルト10の座屈方向が異なっても確実に座屈を防止することができるものである。   As in claim 5, the spacer 4 has a flat cross-sectional L shape, V shape, semicircular shape, etc., and the outer surface of the suspension bolt 10 is connected to the spacer when the side reinforcing members 1 are connected to each other. By being configured to be crimped from the periphery at 4, the buckling can be reliably prevented even if the buckling direction of the suspension bolt 10 is different.

本発明の一実施例を示す使用正面図である。It is a use front view showing one example of the present invention. 本発明の一実施例を示す要部分解斜視図である。It is a principal part disassembled perspective view which shows one Example of this invention. 本発明の一実施例を示す平面図である。It is a top view which shows one Example of this invention. 本発明側面補強材の一実施例を示す側面図である。It is a side view which shows one Example of this invention side surface reinforcing material. 本発明の使用例を示す要部断面図である。It is principal part sectional drawing which shows the usage example of this invention. 本発明の使用例を示す要部断面図である。It is principal part sectional drawing which shows the usage example of this invention. 本発明の他の実施例を示す使用正面図である。It is a use front view showing other examples of the present invention. 本発明の他の実施例を示す要部分解斜視図である。It is a principal part disassembled perspective view which shows the other Example of this invention. 本発明の他の実施例を示す平面図である。It is a top view which shows the other Example of this invention. 本発明側面補強材の他の実施例を示す側面図である。It is a side view which shows the other Example of this invention side surface reinforcing material.

本発明によると、吊りボルトを使用するB種耐震支持方式にてA種耐震支持方式と同様の耐座屈強度を兼ね備えた吊り下げ式支持装置において、吊りボルトの座屈防止を従来の装着作業よりも簡単な作業で行うことができるなどといった当初の目的を達成した。   According to the present invention, in a suspension type support device having a buckling strength similar to that of a class A earthquake resistant support method in a class B earthquake resistant support method using suspension bolts, conventional mounting work for preventing buckling of the suspension bolts is performed. It achieved the original purpose of being able to do it with simpler work.

以下、本発明の実施例を説明する。本発明は、B種耐震支持方式の吊りボルト10に装着する座屈防止具である。すなわち、垂直吊り材として用いる吊りボルト10で横架材20を懸吊し、この横架材20に被支持体Pを水平に支持するように構成した吊り下げ式支持装置の吊りボルト10に装着するものである(図1、図7参照)。   Examples of the present invention will be described below. This invention is a buckling prevention tool with which the suspension bolt 10 of a B class earthquake-proof support system is mounted | worn. That is, the horizontal member 20 is suspended by a suspension bolt 10 used as a vertical suspension member, and the suspension bolt 10 of the suspension type support device configured to horizontally support the supported body P on the horizontal member 20 is mounted. (See FIGS. 1 and 7).

本発明は、一本の吊りボルト10に対して一対の側面補強材1を備えている。この側面補強材1は、吊りボルト10自体の対向する長手側面に沿ってそれぞれ配置される部材で、該側面補強材1にて吊りボルト10の周囲を密着状態で囲むように設けられている。   The present invention includes a pair of side reinforcements 1 for one suspension bolt 10. The side reinforcement 1 is a member that is disposed along the opposing longitudinal side surfaces of the suspension bolt 10 itself, and is provided so as to surround the suspension bolt 10 with the side reinforcement 1 in close contact.

これら一対の側面補強材1相互を連結することで強化体5を構成する。この強化体5は、吊りボルト10が軸方向の圧縮力を受けたときに、吊りボルト10を密着状態で囲んだ強化体5の耐座屈強度にて、吊りボルト10の座屈を防止するように設けられている。   The reinforcing body 5 is configured by connecting the pair of side surface reinforcing materials 1 to each other. This reinforcement body 5 prevents buckling of the suspension bolt 10 by the buckling strength of the reinforcement body 5 that surrounds the suspension bolt 10 in close contact when the suspension bolt 10 receives an axial compressive force. It is provided as follows.

本発明の強化体5は、一対の側面補強材1と側面補強材1相互を連結せしめる連結ボルト6とを備えている。図1乃至図7に示す側面補強材1は、平面L字状を成す側面補強材1であり、補強部2と連結片3とを設けている(図2参照)。補強部2は、吊りボルト10の外側面を囲む平面L字状を成す部位で、連結片3は補強部2の両端からそれぞれ延長された部位である。この連結片3にボルト挿入孔3Aを開穿している(図4参照)。このボルト挿入孔3Aに連結ボルト6を挿通し、固定ナット6Aにて側面補強材1相互を連結するように構成したものである(図3参照)。この側面補強材1が十分な耐座屈強度を有する材質で設けられている場合は、吊りボルト10の側面に側面補強材1を直接接するように装着することで吊りボルト10の座屈を防止することができる(図示せず)。   The reinforcing body 5 of the present invention includes a pair of side reinforcements 1 and connection bolts 6 that connect the side reinforcements 1 to each other. The side reinforcing material 1 shown in FIG. 1 to FIG. 7 is a side reinforcing material 1 having a planar L shape, and is provided with a reinforcing portion 2 and a connecting piece 3 (see FIG. 2). The reinforcing portion 2 is a portion having a flat L shape surrounding the outer surface of the suspension bolt 10, and the connecting piece 3 is a portion extended from both ends of the reinforcing portion 2. A bolt insertion hole 3A is opened in the connecting piece 3 (see FIG. 4). The connecting bolt 6 is inserted into the bolt insertion hole 3A, and the side reinforcing members 1 are connected to each other by a fixing nut 6A (see FIG. 3). When the side reinforcement 1 is made of a material having sufficient buckling resistance, it is possible to prevent the suspension bolt 10 from buckling by attaching the side reinforcement 1 directly to the side of the suspension bolt 10. (Not shown).

図示の強化体5は、側面補強材1の内側面に吊りボルト10の外側面に圧着せしめるスペーサー4を備えたものである(図2参照)。側面補強材1は、このスペーサー4を介して連結されている。図示例のスペーサー4は、側面補強材1の長手方向に沿って間隔を開けて設置される複数のスペーサー4が示されている(図4参照)。また、スペーサー4は、側面補強材1の長手方向に沿って連続するように配置することも可能である(図示せず)。側面補強材1の内側にスペーサー4を配した場合は、仮に、側面補強材1の耐座屈強度が十分でない場合でも、スペーサー4との組み合わせにより吊りボルト10の座屈を防止することができる。したがって、側面補強材1の軽量化を図ることが可能になる。   The reinforcing body 5 shown in the figure is provided with a spacer 4 that is crimped to the outer surface of the suspension bolt 10 on the inner surface of the side reinforcing material 1 (see FIG. 2). The side reinforcing materials 1 are connected via the spacer 4. The spacer 4 in the illustrated example shows a plurality of spacers 4 installed at intervals along the longitudinal direction of the side reinforcing material 1 (see FIG. 4). Moreover, the spacer 4 can also be arrange | positioned so that it may continue along the longitudinal direction of the side surface reinforcing material 1 (not shown). When the spacer 4 is arranged inside the side reinforcing material 1, even if the buckling strength of the side reinforcing material 1 is not sufficient, the suspension bolt 10 can be prevented from buckling in combination with the spacer 4. . Therefore, it is possible to reduce the weight of the side reinforcing material 1.

図示のスペーサー4は、平断面L字形状を成している(図2参照)。そして、側面補強材1相互を連結したときに吊りボルト10の外側面を前記スペーサー4にて四方から圧着するように構成したものである(図3参照)。このスペーサー4は、平断面L字形状の他、V字形状、半円形状等に形成し、側面補強材1相互を連結したときに吊りボルト10の外側面をスペーサー4にて周囲から圧着するように構成することも可能である。このようなスペーサー4を介することで、吊りボルト10の上下端部にネジ止めされる固定ナット11を強化体5の内側に収納することも可能になる。(図5、図6参照)。このような強化体5は、吊りボルト10の上下の固定ナット11まで含んだ範囲で吊りボルト10全体を強化して補強時の安全性を更に高めることができる。更に、強化体5の内径が固定ナット11を囲むサイズに構成されることで、上部の固定ナット11を収納しない状態であっても、スペーサー4の位置によって耐座屈強度が得られるものである。   The illustrated spacer 4 has an L-shaped cross section (see FIG. 2). And it is comprised so that the outer side surface of the suspension bolt 10 may be crimped | bonded from the four directions by the said spacer 4 when the side surface reinforcing materials 1 are connected (refer FIG. 3). The spacer 4 is formed in a V-shape, a semicircular shape or the like in addition to the L-shaped flat cross section, and the outer surface of the suspension bolt 10 is crimped from the periphery with the spacer 4 when the side reinforcing members 1 are connected to each other. It is also possible to configure as described above. By using such a spacer 4, it becomes possible to store the fixing nut 11 screwed to the upper and lower ends of the suspension bolt 10 inside the reinforcing body 5. (See FIGS. 5 and 6). Such a reinforcing body 5 can reinforce the entire suspension bolt 10 in a range including up to the upper and lower fixing nuts 11 of the suspension bolt 10 to further enhance safety during reinforcement. Furthermore, since the inner diameter of the reinforcing body 5 is configured to surround the fixed nut 11, the buckling strength can be obtained depending on the position of the spacer 4 even when the upper fixed nut 11 is not accommodated. .

本発明座屈防止具を装着する吊り下げ式支持装置は、各種のタイプに適用することができる。たとえば、図1に示す吊り下げ式支持装置は、斜め吊り材30に吊りボルト31を用いたタイプの吊り下げ式支持装置を示しているが、この外のタイプの吊り下げ式支持装置の吊りボルト10に適用できるものである。   The suspension type support device to which the buckling prevention tool of the present invention is attached can be applied to various types. For example, the suspension support device shown in FIG. 1 shows a suspension support device of a type that uses a suspension bolt 31 for the slanted suspension member 30, but the suspension bolt of a suspension support device of the other type. 10 is applicable.

図7乃至図10に示す強化体5は、側面補強材1が平面コ字状を成すものである(図8参照)。この側面補強材1には、吊りボルト10の外側面を三方向から囲む補強部2が形成されている(図9参照)。そして、側面補強材1にボルト挿入孔2Aを開穿し、側面補強材1の内側に吊りボルト10の外側面に圧着せしめる複数個のスペーサー4を等間隔に配置している(図10参照)。そして、スペーサー4を介して組み合わせた側面補強材1相互のボルト挿入孔2Aに連結ボルト6を貫通し、固定ナット6Aにて側面補強材1相互を連結するものである(図9参照)。   The reinforcing body 5 shown in FIG. 7 to FIG. 10 is such that the side surface reinforcing member 1 has a U-shape (see FIG. 8). The side reinforcing material 1 is formed with a reinforcing portion 2 that surrounds the outer surface of the suspension bolt 10 from three directions (see FIG. 9). Then, a bolt insertion hole 2A is opened in the side reinforcing material 1, and a plurality of spacers 4 to be crimped to the outer surface of the suspension bolt 10 are arranged inside the side reinforcing material 1 at equal intervals (see FIG. 10). . Then, the connecting bolts 6 are passed through the bolt insertion holes 2A of the side reinforcing members 1 combined through the spacer 4, and the side reinforcing members 1 are connected to each other by the fixing nut 6A (see FIG. 9).

尚、本発明の側面補強材1やスペーサー4等の形状は図示例に限定されるものではなく、本発明の要旨を変更しない範囲であれば他の形状に変更することも可能である。   In addition, the shape of the side reinforcing material 1 and the spacer 4 of the present invention is not limited to the illustrated example, and may be changed to other shapes as long as the gist of the present invention is not changed.

P 被支持体
Q 天井スラブ
R アングル材
1 側面補強材
2 補強部
2A ボルト挿入孔
3 連結片
3A ボルト挿入孔
4 スペーサー
5 強化体
6 連結ボルト
6A 固定ナット
10 吊りボルト
11 固定ナット
20 横架材
30 斜め吊り材
31 吊りボルト
40 インサート
P Supported body Q Ceiling slab R Angle material 1 Side reinforcement 2 Reinforcement part 2A Bolt insertion hole 3 Connection piece 3A Bolt insertion hole 4 Spacer 5 Reinforcement body 6 Connection bolt 6A Fixing nut 10 Suspension bolt 11 Fixing nut 20 Horizontal member 30 Oblique material 31 Hanging bolt 40 Insert

Claims (5)

垂直吊り材として用いる吊りボルトで横架材を懸吊し、この横架材に被支持体を水平に支持するように構成した吊り下げ式支持装置の吊りボルトに装着する座屈防止具であって、吊りボルト自体の対向する長手側面に沿ってそれぞれ配置される一対の側面補強材を形成し、該側面補強材にて吊りボルトの周囲を密着状態で囲むように側面補強材相互を連結する強化体を構成し、吊りボルトが軸方向の圧縮力を受けたときに吊りボルトの座屈を強化体が防止するように設けたことを特徴とする吊り下げ式支持装置用座屈防止具。   This is a buckling prevention tool that is attached to the suspension bolt of a suspension type support device that is constructed so that a horizontal member is suspended by a suspension bolt used as a vertical suspension member, and a supported body is horizontally supported by the horizontal member. Then, a pair of side reinforcement members respectively disposed along the opposing longitudinal side surfaces of the suspension bolt itself are formed, and the side reinforcement members are connected to each other so as to surround the suspension bolt in close contact with the side reinforcement material. A buckling prevention tool for a suspension type support device, comprising a reinforcing body and provided so that the reinforcing body prevents buckling of the suspension bolt when the suspension bolt receives an axial compressive force. 前記強化体は、前記側面補強材と該側面補強材相互を連結せしめる連結ボルトとで構成され、前記側面補強材は、平断面L字状を成し前記吊りボルトの外側面を囲む補強部と、該補強部の両端からそれぞれ延長され前記側面補強材を連結せしめる連結ボルトを挿通する連結片とが設けられ、前記側面補強材相互の重合した連結片相互を連結ボルトにて連結するように構成した請求項1記載の吊り下げ式支持装置用座屈防止具。   The reinforcing body is composed of the side reinforcing material and a connecting bolt for connecting the side reinforcing materials to each other, and the side reinforcing material has a L-shaped cross section and surrounds an outer surface of the suspension bolt. A connecting piece that extends from both ends of the reinforcing portion and through which a connecting bolt that connects the side reinforcing members is inserted, and the overlapping connecting pieces of the side reinforcing members are connected by connecting bolts. The buckling prevention tool for hanging type support devices according to claim 1. 前記強化体において、前記側面補強材の内側面に側面補強材の長手方向に沿って間隔を開けて設置される複数のスペーサー又は、長手方向に沿って連続するスペーサーを備え、該スペーサーを介して前記側面補強材相互を連結するように設けられ、前記強化体の内径が前記吊りボルトの上下端部にネジ止めされる固定ナットを囲むサイズに構成した請求項1又は2記載の吊り下げ式支持装置用座屈防止具。   In the reinforcing body, the inner surface of the side surface reinforcing material includes a plurality of spacers installed at intervals along the longitudinal direction of the side surface reinforcing material, or a spacer that is continuous along the longitudinal direction. The suspension support according to claim 1 or 2, wherein the side support members are connected to each other, and an inner diameter of the reinforcing body is configured to surround a fixing nut that is screwed to upper and lower ends of the suspension bolt. Buckling prevention device for equipment. 前記強化体は、前記側面補強材と該側面補強材相互を連結せしめる連結ボルトとで構成され、前記側面補強材は、平面コ字状を成し前記吊りボルトの外側面を三方向から囲む補強部が形成され、前記側面補強材の内側面に側面補強材の長手方向に沿って間隔を開けて設置される複数のスペーサー又は、長手方向に沿って連続するスペーサーを備え、該スペーサーを介して組み合わせた側面補強材相互を貫通する連結ボルトにて連結するように構成した請求項1記載の吊り下げ式支持装置用座屈防止具。   The reinforcing body is composed of the side surface reinforcing material and a connecting bolt that connects the side surface reinforcing materials, and the side surface reinforcing material has a U-shaped planar shape and surrounds the outer surface of the suspension bolt from three directions. A plurality of spacers installed at intervals along the longitudinal direction of the side surface reinforcing material, or spacers that are continuous along the longitudinal direction, on the inner side surface of the side surface reinforcing material, The buckling prevention tool for a suspension type support device according to claim 1, wherein the buckling prevention device is configured to be connected by a connecting bolt penetrating the combined side reinforcing materials. 前記強化体において、前記スペーサーは、平断面L字形状、V字形状、半円形状等を成し、前記側面補強材相互を連結したときに前記吊りボルトの外側面を前記スペーサーにて周囲から圧着するように構成した請求項3又は4記載の吊り下げ式支持装置用座屈防止具。   In the reinforcing body, the spacer has a flat cross-sectional L shape, a V shape, a semicircular shape, and the like, and when the side reinforcing members are connected to each other, the outer surface of the suspension bolt is surrounded by the spacer. The buckling prevention tool for a suspension type support device according to claim 3 or 4 configured to be crimped.
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JP2019219111A (en) * 2018-06-20 2019-12-26 新菱冷熱工業株式会社 Air-conditioning pipe installation facility and air-conditioning piping installation method
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KR102470246B1 (en) 2020-08-07 2022-11-23 정민시 buckling resistant means for hanger bolt of drop ceiling system and method for constructing hanger section using the same

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