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JP6934770B2 - Reinforcement method of hanging bolts and reinforcement structure of hanging bolts - Google Patents
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JP6934770B2 - Reinforcement method of hanging bolts and reinforcement structure of hanging bolts - Google Patents

Reinforcement method of hanging bolts and reinforcement structure of hanging bolts Download PDF

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JP6934770B2
JP6934770B2 JP2017149381A JP2017149381A JP6934770B2 JP 6934770 B2 JP6934770 B2 JP 6934770B2 JP 2017149381 A JP2017149381 A JP 2017149381A JP 2017149381 A JP2017149381 A JP 2017149381A JP 6934770 B2 JP6934770 B2 JP 6934770B2
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伊藤 崇晃
崇晃 伊藤
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トヨタT&S建設株式会社
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本発明は、天井パネルを支持する吊りボルトの補強方法及び吊りボルトの補強構造に関するものである。 The present invention relates to a method for reinforcing a hanging bolt that supports a ceiling panel and a reinforcing structure for the hanging bolt.

建物の構造材から垂下した吊りボルトに支持された天井パネルを有する室内を改装する際に、その天井パネルの室内高さを低く変更する必要がある場合、吊りボルトの長さを長くする必要がある。 When refurbishing a room that has a ceiling panel supported by hanging bolts hanging from the structural material of the building, if it is necessary to change the interior height of the ceiling panel to a lower level, the length of the hanging bolts needs to be increased. be.

この吊りボルトの長さを長くするために、図4に示すように、新たな吊りボルト101を、既設の吊りボルト102に、点溶接103で接合することが、以前は行われていた。そのため、天井パネル105を有する既存の建物において、2本の吊りボルト101,102が、点溶接103により接合されたものが多数存在する。 In order to increase the length of the suspension bolt, as shown in FIG. 4, a new suspension bolt 101 has been previously joined to the existing suspension bolt 102 by spot welding 103. Therefore, in an existing building having a ceiling panel 105, there are many existing buildings in which two suspension bolts 101 and 102 are joined by spot welding 103.

上記のように、点溶接103で2本の吊りボルト101,102を接合したものにおいて、地震等が起きた際に、その点溶接103の接合部分を中心として、古い吊りボルト102と継ぎ足した吊りボルト101とが相互にねじれ、点溶接103部分が破断し、天井パネル105が落下する恐れがある。 As described above, in the case where two suspension bolts 101 and 102 are joined by spot welding 103, when an earthquake or the like occurs, the suspension is added to the old suspension bolt 102 centering on the joint portion of the point welding 103. There is a risk that the bolts 101 and the bolts 101 will twist each other, the spot weld 103 portion will break, and the ceiling panel 105 will fall.

このような、点溶接103で2本の吊りボルト101,102を接合したものを、交換したり、吊りボルト101,102が相互にねじれないように溶接にて補強したりすることは手間と時間がかかる。 It takes time and effort to replace the two hanging bolts 101 and 102 joined by spot welding 103, or to reinforce the hanging bolts 101 and 102 by welding so that they do not twist each other. It takes.

そこで、本発明は、点溶接により接合された既設の吊りボルトの耐震性を、容易に高めることができる吊りボルトの補強方法及び吊りボルトの補強構造を提供することを目的とするものである。 Therefore, an object of the present invention is to provide a method for reinforcing a suspension bolt and a structure for reinforcing the suspension bolt, which can easily improve the earthquake resistance of the existing suspension bolts joined by spot welding.

前記の課題を解決するために、請求項1記載の発明は、天井パネルを支持する吊りボルトは、第1軸部材と第2軸部材の2本で構成され、この第1軸部材と第2軸部材は、軸方向において一部が重なるとともに、点溶接により接合された既設の吊りボルトであって、
前記第1軸部材と第2軸部材の重なり部で、かつ、吊りボルトの軸方向における点溶接部の両側部において、夫々、連結部材を取付けて、第1軸部材と第2軸部材を連結し、
前記点溶接部を中心として、前記第1軸部材と第2軸部材が、相互にねじれることを抑制するようにしたことを特徴とする吊りボルトの補強方法である。
In order to solve the above-mentioned problems, in the invention according to claim 1, the suspension bolt for supporting the ceiling panel is composed of two members, a first shaft member and a second shaft member, and the first shaft member and the second shaft member. The shaft member is an existing suspension bolt that partially overlaps in the axial direction and is joined by spot welding.
A connecting member is attached to each of the overlapping portion of the first shaft member and the second shaft member and at both side portions of the spot welded portion in the axial direction of the suspension bolt to connect the first shaft member and the second shaft member. death,
This is a method for reinforcing a hanging bolt, characterized in that the first shaft member and the second shaft member are prevented from twisting with each other around the spot welded portion.

請求項2記載の発明は、請求項1記載の発明において、前記連結部材は、ワイヤークリップであることを特徴とするものである。 The invention according to claim 2 is the invention according to claim 1, wherein the connecting member is a wire clip.

請求項3記載の発明は、天井パネルを支持する吊りボルトは、第1軸部材と第2軸部材の2本で構成され、この第1軸部材と第2軸部材は、軸方向において一部が重なるとともに、点溶接により接合された既設の吊りボルトであって、
前記第1軸部材と第2軸部材の重なり部で、かつ、吊りボルトの軸方向における点溶接部の両側部において、夫々、第1軸部材と第2軸部材を連結部材により連結し、
前記点溶接部を中心として、前記第1軸部材と第2軸部材が、相互にねじれることを抑制するようにしたことを特徴とする吊りボルトの補強構造である。
According to the third aspect of the present invention, the suspension bolt for supporting the ceiling panel is composed of two members, a first shaft member and a second shaft member, and the first shaft member and the second shaft member are partially formed in the axial direction. It is an existing hanging bolt that is joined by spot welding as well as overlapping.
At the overlapping portion of the first shaft member and the second shaft member, and at both side portions of the spot welded portion in the axial direction of the suspension bolt, the first shaft member and the second shaft member are connected by connecting members, respectively.
It is a reinforcing structure of a hanging bolt, characterized in that the first shaft member and the second shaft member are prevented from twisting with each other around the spot welded portion.

本発明は、第1軸部材と第2軸部材の重なり部で、かつ、吊りボルトの軸方向における点溶接部の両側部を、夫々、連結部材で連結させ、点溶接部を中心として、第1軸部材と第2軸部材が、相互にねじれることを抑制するようにしたことにより、地震等が起きた際に、点溶接部分を中心として、第1軸部材と第2軸部材が、相互にねじれることが抑制され、点溶接が破断することを防止し、天井パネルが落下することを防止できる。 In the present invention, the overlapping portion of the first shaft member and the second shaft member, and both side portions of the spot welded portion in the axial direction of the suspension bolt are connected by connecting members, respectively, and the point welded portion is the center of the first. By suppressing the twisting of the 1-axis member and the 2nd-axis member from each other, when an earthquake or the like occurs, the 1-axis member and the 2nd-axis member are mutually centered on the spot welded portion. Twisting can be suppressed, spot welding can be prevented from breaking, and the ceiling panel can be prevented from falling.

このように、連結部材を取付けるのみでよいために、容易に耐震性を向上させることができる。 As described above, since it is only necessary to attach the connecting member, the earthquake resistance can be easily improved.

本発明の実施例に係る吊りボルトの補強構造を示す側面図。The side view which shows the reinforcement structure of the suspension bolt which concerns on embodiment of this invention. 図1のA−A線断面図。FIG. 1 is a cross-sectional view taken along the line AA of FIG. 本発明の実施例に用いるワイヤークリップの分解斜視図。An exploded perspective view of a wire clip used in an embodiment of the present invention. 従来の吊りボルトを示す斜視図。The perspective view which shows the conventional hanging bolt.

本発明を実施するための形態を図に基づいて説明する。 A mode for carrying out the present invention will be described with reference to the drawings.

図1は、本発明の実施例1に係る吊りボルト1の補強構造20を示す側面図である。 FIG. 1 is a side view showing a reinforcing structure 20 of the suspension bolt 1 according to the first embodiment of the present invention.

先ず、既存の吊りボルト1について説明する。 First, the existing suspension bolt 1 will be described.

吊りボルト1は、棒状の第1軸部材2と、棒状の第2軸部材3で構成され、第1軸部材2と第2軸部材3は、相互に軸方向において一部が重なる重なり部4を有するようにして配置され、第1軸部材2と第2軸部材3は、その重なり部4における中間部において点溶接5により相互に接合されている。 The suspension bolt 1 is composed of a rod-shaped first shaft member 2 and a rod-shaped second shaft member 3, and the first shaft member 2 and the second shaft member 3 are partially overlapped with each other in the axial direction. The first shaft member 2 and the second shaft member 3 are joined to each other by spot welding 5 at an intermediate portion in the overlapping portion 4.

吊りボルト1は、軸方向の一端部が、コンクリート部材、鉄骨や木材で構成された梁等の建物の構造材7に接合され、他端部には、接続金具8が接続され、接続金具8に天井パネル9が取り付けられ、吊りボルト1は、建物の構造材7から垂下されるとともに、天井パネル9を支持するようになっている。 One end of the hanging bolt 1 in the axial direction is joined to a structural member 7 of a building such as a concrete member, a beam made of steel or wood, and a connecting fitting 8 is connected to the other end of the hanging bolt 1. A ceiling panel 9 is attached to the ceiling panel 9, and the hanging bolt 1 is hung from the structural member 7 of the building and supports the ceiling panel 9.

このように、点溶接5により接合された既設の吊りボルト1の補強方法について説明する。 As described above, a method of reinforcing the existing suspension bolt 1 joined by spot welding 5 will be described.

既設の吊りボルト1における第1軸部材2と第2軸部材3の重なり部4において、その軸方向における点溶接5の両側部に、夫々、第1軸部材2及び第2軸部材3に亘って、連結部材10,10を取付けて、第1軸部材2及び第2軸部材3を、連結部材10を介して連結させ、点溶接5を中心として、第1軸部材2と第2軸部材3が相互にねじれることを抑制する。 In the overlapping portion 4 of the first shaft member 2 and the second shaft member 3 in the existing suspension bolt 1, the first shaft member 2 and the second shaft member 3 are extended to both side portions of the spot weld 5 in the axial direction thereof, respectively. Then, the connecting members 10 and 10 are attached, the first shaft member 2 and the second shaft member 3 are connected via the connecting member 10, and the first shaft member 2 and the second shaft member 2 are centered on the spot weld 5. Prevents 3 from twisting each other.

この連結部材10は、第1軸部材2と第2軸部材3が相互にねじれることを抑制できるとともに、第1軸部材2と第2軸部材3が相互にねじれる方向に力が作用した際に、破断しにくい構造のものであれば任意のものを用いることができ、例えば、後述するワイヤークリップ、ゴムホースなどを接続金具などに接続した際に、ゴムホースの外側から取り付けて相互が外れることを防止するのに用いられるホースバンド、樹脂製で縮径のみ可能な結束バンドなどを用いることができる。ホースバンドとしては、金属製のバンドをネジを締めることにより、バンドの内径を縮径できるものを用いることが好ましい。 The connecting member 10 can prevent the first shaft member 2 and the second shaft member 3 from twisting each other, and when a force acts in the direction in which the first shaft member 2 and the second shaft member 3 twist each other. Any structure can be used as long as it has a structure that does not easily break. A hose band used for the wire, a binding band made of resin and capable of reducing the diameter, or the like can be used. As the hose band, it is preferable to use a hose band whose inner diameter can be reduced by tightening a screw on a metal band.

本実施例では、連結部材10として、図2,図3に示すようなワイヤークリップ11を用いた。このワイヤークリップ11は、両端部12a,12aに雄ねじが刻設されたU字状の第1部材12と、第1部材12の両端部12a,12aが挿通できる孔13a,13aを有する第2部材13を備え、第1部材12の両端部12a,12aを第2部材13の孔13a,13aに挿通し、第1部材12の両端部12a,12aに刻設された雄ねじにナット15を螺合し、ナット15を締め付けることにより、第1部材12と第2部材13間で形成される取付け穴16の内径を狭くすることができるようになっている。
そして、図3に示すように、第1軸部材2と第2軸部材3の重なり部4において、第1部材12を、重なり方向の一方の側から嵌合し、第2部材13を他方の側から嵌合して、
取付け穴16内に、第1軸部材2と第2軸部材3が位置するように配置した後に、ナット15を締め上げることで、両軸部材2,3を、相互に連結することができる。
In this embodiment, the wire clip 11 as shown in FIGS. 2 and 3 is used as the connecting member 10. The wire clip 11 has a U-shaped first member 12 having male threads engraved on both end portions 12a and 12a, and a second member having holes 13a and 13a through which both end portions 12a and 12a of the first member 12 can be inserted. 13 is provided, both ends 12a, 12a of the first member 12 are inserted into the holes 13a, 13a of the second member 13, and the nut 15 is screwed into the male screw engraved in both ends 12a, 12a of the first member 12. By tightening the nut 15, the inner diameter of the mounting hole 16 formed between the first member 12 and the second member 13 can be narrowed.
Then, as shown in FIG. 3, in the overlapping portion 4 of the first shaft member 2 and the second shaft member 3, the first member 12 is fitted from one side in the overlapping direction, and the second member 13 is fitted to the other. Fit from the side,
By arranging the first shaft member 2 and the second shaft member 3 so as to be located in the mounting hole 16 and then tightening the nut 15, both shaft members 2 and 3 can be connected to each other.

第1軸部材2、第2軸部材3、点溶接5、連結部材10により吊りボルトの補強構造20を構成する。 The reinforcing structure 20 of the suspension bolt is formed by the first shaft member 2, the second shaft member 3, the spot weld 5, and the connecting member 10.

上記のように、2つの連結部材10,10を、吊りボルト1の重なり部4において、その軸方向における点溶接5の両側部に取付けることで、点溶接5を中心として、第1軸部材2と第2軸部材3が相互にねじれることを抑制し、地震等により、揺れが生じた際にも、第1軸部材2と第2軸部材3が相互にねじれることが抑制され、上記従来技術のように、点溶接5が破断する恐れが低減し、天井パネル9が落下することを抑制できる。 As described above, by attaching the two connecting members 10 and 10 to both side portions of the spot weld 5 in the axial direction at the overlapping portion 4 of the suspension bolt 1, the first shaft member 2 is centered on the spot weld 5. And the second shaft member 3 are suppressed from twisting each other, and even when shaking occurs due to an earthquake or the like, the first shaft member 2 and the second shaft member 3 are suppressed from twisting each other. As described above, the possibility that the spot weld 5 is broken can be reduced, and the ceiling panel 9 can be prevented from falling.

1 吊りボルト
2 第1軸部材
3 第2軸部材
4 重なり部
5 点溶接
9 天井パネル
10 連結部材
11 ワイヤークリップ
20 吊りボルトの補強構造
1 Suspension bolt 2 1st shaft member 3 2nd shaft member 4 Overlapping part 5-point welding 9 Ceiling panel 10 Connecting member 11 Wire clip 20 Reinforcing structure of hanging bolt

Claims (3)

天井パネルを支持する吊りボルトは、第1軸部材と第2軸部材の2本で構成され、この第1軸部材と第2軸部材は、軸方向において一部が重なるとともに、点溶接により接合された既設の吊りボルトであって、
前記第1軸部材と第2軸部材の重なり部で、かつ、吊りボルトの軸方向における点溶接部の両側部において、夫々、連結部材を取付けて、第1軸部材と第2軸部材を連結し、
前記点溶接部を中心として、前記第1軸部材と第2軸部材が、相互にねじれることを抑制するようにしたことを特徴とする吊りボルトの補強方法。
The hanging bolt that supports the ceiling panel is composed of two members, a first shaft member and a second shaft member. The first shaft member and the second shaft member partially overlap in the axial direction and are joined by spot welding. It is an existing hanging bolt that has been installed.
A connecting member is attached to each of the overlapping portion of the first shaft member and the second shaft member and at both side portions of the spot welded portion in the axial direction of the suspension bolt to connect the first shaft member and the second shaft member. death,
A method for reinforcing a hanging bolt, characterized in that the first shaft member and the second shaft member are prevented from twisting with each other around the spot welded portion.
前記連結部材は、ワイヤークリップであることを特徴とする請求項1記載の吊りボルトの補強方法。 The method for reinforcing a hanging bolt according to claim 1, wherein the connecting member is a wire clip. 天井パネルを支持する吊りボルトは、第1軸部材と第2軸部材の2本で構成され、この第1軸部材と第2軸部材は、軸方向において一部が重なるとともに、点溶接により接合された既設の吊りボルトであって、
前記第1軸部材と第2軸部材の重なり部で、かつ、吊りボルトの軸方向における点溶接部の両側部において、夫々、第1軸部材と第2軸部材を連結部材により連結し、
前記点溶接部を中心として、前記第1軸部材と第2軸部材が、相互にねじれることを抑制するようにしたことを特徴とする吊りボルトの補強構造。
The hanging bolt that supports the ceiling panel is composed of two members, a first shaft member and a second shaft member. The first shaft member and the second shaft member partially overlap in the axial direction and are joined by spot welding. It is an existing hanging bolt that has been installed.
At the overlapping portion of the first shaft member and the second shaft member, and at both side portions of the spot welded portion in the axial direction of the suspension bolt, the first shaft member and the second shaft member are connected by connecting members, respectively.
A structure for reinforcing a hanging bolt, characterized in that the first shaft member and the second shaft member are prevented from twisting with each other around the spot welded portion.
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