JP2008185076A - Bolt connecting nut and anchor construction method using the same - Google Patents

Bolt connecting nut and anchor construction method using the same Download PDF

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JP2008185076A
JP2008185076A JP2007017330A JP2007017330A JP2008185076A JP 2008185076 A JP2008185076 A JP 2008185076A JP 2007017330 A JP2007017330 A JP 2007017330A JP 2007017330 A JP2007017330 A JP 2007017330A JP 2008185076 A JP2008185076 A JP 2008185076A
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bolt
nut
anchor
hole
screwed
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JP4294694B2 (en
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Yukihiro Takemoto
幸弘 竹本
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KFC Ltd
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KFC Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bolt connecting nut used when connecting a coupling bolt such as a hanging bolt and a connecting bolt to an anchor bolt, and an anchor construction method in an electric construction, air conditioner construction, duct construction, and supply and drain water construction, with which the direction of the nut can be easily identified even at a dim site, even when the amount of a bolt screwed into the bolt connecting nut is different for each bolt or when a specification such as a screw diameter or a pitch is different for each bolt. <P>SOLUTION: In the bolt connecting nut 1, bolts are screwed into both ends of the substantially cylindrical nut having a female screw hole 11 thereinside for connection. Through-holes 12a and 12b are provided at one end and the other end of the nut 1, penetrating from each of ends to predetermined length positions in the axial direction and a right-angle direction of the nut 1, and the diameters of each of the through-holes 12a, 12b are made different from each other. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、例えば電気工事、空調工事、ダクト工事、給排水工事等においてアンカーボルトに吊りボルトや繋ぎボルト等の連結ボルトを接続する場合などに用いるボルト接続用ナットおよびそれを用いたアンカー施工方法に関する。   The present invention relates to a bolt connecting nut used when connecting a connecting bolt such as a suspension bolt or a connecting bolt to an anchor bolt in electrical work, air conditioning work, duct work, water supply / drainage work, etc., and an anchor construction method using the same. .

従来、例えば電気工事、空調工事、ダクト工事、給排水工事等において建築物や構築物の天井や壁面等にケーブルや鋼管等を取付ける場合、上記の天井や壁面等に施工したアンカーボルトに吊りボルトや繋ぎボルト等の連結ボルトを介して上記ケーブルや鋼管等を取付け支持させるのが一般的であり、上記アンカーボルトと連結ボルトとは、通常ボルト同士を接続するための専用のボルト接続用ナットで接続するようにしている。   Conventionally, when installing cables or steel pipes on the ceiling or wall surface of buildings or structures, for example, in electrical work, air conditioning work, duct work, water supply / drainage work, etc. It is common to attach and support the cable, steel pipe, etc. via a connecting bolt such as a bolt, and the anchor bolt and the connecting bolt are usually connected by a dedicated bolt connecting nut for connecting the bolts together. I am doing so.

ところが、上記のようなボルト接続用ナットは通常筒状に形成され、その筒状ナットの軸線方向一端側と他端側からそれぞれボルトをねじ込む構成であるから、その各端部にねじ込んだボルトのねじ込み状態等は外部からは見ることができない。そのため、下記特許文献1においては、上記のようなボルト接続用ナットの両端部近傍に、該ナットの軸線方向と直角方向に貫通する貫通穴を設けることによって、上記ナットにねじ込んだ各ボルトのねじ込み状態を外部から目視できるようにすることが提案されている。   However, the bolt connecting nut as described above is usually formed in a cylindrical shape and is configured to screw the bolt from one end side and the other end side in the axial direction of the cylindrical nut. The screwed state cannot be seen from the outside. For this reason, in Patent Document 1 below, by screwing each bolt screwed into the nut by providing a through-hole penetrating in the direction perpendicular to the axial direction of the nut in the vicinity of both ends of the bolt connecting nut as described above. It has been proposed to make the state visible from the outside.

しかしながら、上記特許文献1のものは筒状ナットの両端部に、それぞれの端面から一定の長さ位置に同径の貫通穴を設けた構成であるから、上記各ボルトのねじ径やねじピッチ等の規格が同一で、ナットに対するねじ込み量に制約等がない場合には便利であるが、上記ナットに対するボルトのねじ込み量を各ボルト毎に異ならせて上記貫通穴でねじ込み量を規制したり、各ボルトのねじ径やねじピッチ等の規格が異なる場合には、上記ナットのいずれの側からそれぞれのボルトをねじ込んだらよいのか外部からは容易に識別できない等の不具合がある。   However, since the thing of the said patent document 1 is the structure which provided the through-hole of the same diameter in the fixed length position from each end surface in the both ends of a cylindrical nut, the screw diameter of each said bolt, screw pitch, etc. This is convenient when there is no restriction on the screwing amount to the nut, but the screwing amount of the bolt to the nut is different for each bolt and the screwing amount is regulated by the through hole. When the standards such as the screw diameter and the screw pitch of the bolts are different, there is a problem that it is difficult to identify from the outside whether each bolt should be screwed in from which side.

そこで、上記特許文献1においては、上記のような不具合を解消するために、それぞれのボルトに対する雌ねじ孔の規格および寸法、アンカーボルトへの取付け方向等を表示したラベルを上記ナットの側面に貼り付けることが提案されているが、上記のようなラベルをナットに1つずつ貼るのは煩雑かつ面倒で製作コストが増大するおそれがある。また上記のようなラベルに記載した表示内容は、薄暗い現場では見づらく、識別が困難な場合も少なくない等の問題がある。   Therefore, in Patent Document 1, in order to eliminate the above-described problems, a label indicating the standard and size of the female screw hole for each bolt, the mounting direction to the anchor bolt, and the like is attached to the side surface of the nut. However, it is cumbersome and cumbersome to stick the labels as described above to the nuts one by one, which may increase the manufacturing cost. In addition, the display contents described on the labels as described above are difficult to see in a dimly lit site, and there are many cases where identification is difficult.

特開2000−87926号公報JP 2000-87926 A

本発明は上記の問題点に鑑みて提案されたもので、ボルト接続用ナットに対するボルトのねじ込み量を各ボルト毎に異ならせて上記貫通穴でねじ込み量を規制したり、或いは各ボルトのねじ径やピッチ等の規格が異なる場合にも、上記ナットのいずれの側からそれぞれのボルトをねじ込んだらよいのか、薄暗い現場でも容易に識別可能なボルト接続用ナットおよびそれを用いたアンカー施工方法を提供することを目的とする。   The present invention has been proposed in view of the above-described problems, and the screwing amount of the bolt with respect to the bolt connecting nut is varied for each bolt to regulate the screwing amount with the through hole, or the screw diameter of each bolt. Provided is a bolt connection nut and an anchor construction method using the same, which can be easily identified even in dimly lit sites, even if standards such as pitch and pitch are different, from which side of the nut should be screwed in. For the purpose.

上記の目的を達成するために本発明によるボルト接続用ナットおよびそれを用いたアンカー施工方法は、以下の構成としたものである。すなわち、本発明によるボルト接続用ナットは、内方に雌ねじ孔を有する略筒状のナットの両端部にそれぞれボルトをねじ込んで接続するボルト接続用ナットにおいて、上記ナットの一端側と他端側とに、その各端部から所定長さ位置に該ナットの軸線方向と直角方向に貫通する貫通穴を設け、その各貫通穴の径を異ならせたことを特徴とする。なお、上記各貫通穴の上記各端部からの長さ位置を互いに異ならせてもよく、また上記ナットの両端部にボルトをねじ込むための雌ねじ孔の径を互いに異ならせてもよい。   In order to achieve the above object, a bolt connecting nut and an anchor construction method using the same according to the present invention are configured as follows. That is, the bolt connection nut according to the present invention is a bolt connection nut in which a bolt is screwed into and connected to both ends of a substantially cylindrical nut having a female screw hole inward, and one end side and the other end side of the nut are connected to each other. In addition, a through-hole penetrating in a direction perpendicular to the axial direction of the nut is provided at a predetermined length from each end portion, and the diameter of each through-hole is made different. The length positions of the through holes from the end portions may be different from each other, and the diameters of the female screw holes for screwing the bolts into the both end portions of the nut may be different from each other.

また本発明によるアンカー施工方法は、締付式アンカーのアンカーボルトに上記のようなボルト接続用ナットの一端をねじ込むことによって上記締付式アンカーをアンカー挿入孔内に施工した後、上記ボルト接続用ナットの他端に連結ボルトをねじ込んで接続する構成とし、上記アンカーボルトに上記ボルト接続用ナットをねじ込む際の該ナットの方向を上記の径の異なる貫通穴の配置状態で識別するようにしたことを特徴とする。   Further, the anchor construction method according to the present invention is the above bolt connection after the bolt type anchor is installed in the anchor insertion hole by screwing one end of the bolt connection nut into the anchor bolt of the clamp type anchor. The connecting bolt is screwed into the other end of the nut and connected, and the direction of the nut when the bolt connecting nut is screwed into the anchor bolt is identified by the arrangement state of the through holes having different diameters. It is characterized by.

さらに上記ボルト接続用ナットに対する上記アンカーボルトおよび連結ボルトのねじ込み状態を上記貫通穴から目視し得るように構成するとよく、また上記ボルト接続用ナットに対する上記アンカーボルトのねじ込み状態を上記貫通穴から目視することによって、上記締付式アンカーを施工するのに必要な最小限のねじ込み量が確保されたか否かを判別できるようにするとよい。さらに上記アンカーボルトと連結ボルトの色を互いに異ならせるようにしてもよい。   Further, it is preferable that the anchor bolt and the connecting bolt are screwed into the bolt connection nut in a visible state from the through hole, and the anchor bolt is screwed in the bolt connecting nut from the through hole. Thus, it may be possible to determine whether or not a minimum screw-in amount necessary for constructing the tightening anchor is secured. Further, the colors of the anchor bolt and the connecting bolt may be different from each other.

本発明によるボルト接続用ナットおよびそれを用いたアンカー施工方法によれば、上記の径の異なる貫通穴のいずれか一方の方向、例えば小径の貫通穴のある方向をアンカーボルトにねじ込む方向と決めておけば、上記の径の異なる貫通穴の大きさを目視で、或いは薄暗い現場等にあっては手探りで判別するだけで上記ナットの方法を知ることができる。それによって、例えばアンカーボルトに適するねじ込み量を上記貫通穴の配置位置で指示する場合、あるいは上記ナットの両端部にねじ込むボルトおよび雌ねじ孔の径やねじ規格が異なる場合にも、誤用なく適正に接続することが可能となる。また接続後の確認も容易である。   According to the bolt connecting nut and the anchor construction method using the same according to the present invention, the direction of any one of the through holes having different diameters, for example, the direction having the small diameter through hole is determined as the screwing direction to the anchor bolt. If this is the case, the nut method can be known only by visually discriminating the sizes of the through-holes having different diameters or by groping in a dark spot. As a result, for example, when the screwing amount suitable for the anchor bolt is indicated at the position of the through hole, or when the diameter and screw standard of the bolt and female screw hole to be screwed into both ends of the nut are different, the connection is made properly without misuse. It becomes possible to do. Also, confirmation after connection is easy.

以下、本発明によるボルト接続用ナットおよびそれを用いたアンカー施工方法を図に示す実施形態に基づいて具体的に説明する。   Hereinafter, the nut for bolt connection and the anchor construction method using the same according to the present invention will be specifically described based on the embodiments shown in the drawings.

図1は本発明によるボルト接続用ナットの一実施形態を示すもので、本実施形態のボルト接続用ナット1は、通常の六角ナットと同様に外周面が六角形状を呈する筒状に形成され、その筒状のナット1の内方に雌ねじ孔11を形成したもので、図の場合は同一径で同一ピッチの雌ねじ孔11を上記筒状ナット1の内周面のほぼ全長にわたって連続的に設けたものである。   FIG. 1 shows an embodiment of a bolt connecting nut according to the present invention. A bolt connecting nut 1 of this embodiment is formed in a cylindrical shape having an outer peripheral surface having a hexagonal shape, like a normal hexagon nut, A female screw hole 11 is formed inside the cylindrical nut 1, and in the case shown in the figure, the female screw holes 11 having the same diameter and the same pitch are provided continuously over substantially the entire length of the inner peripheral surface of the cylindrical nut 1. It is a thing.

そして、本発明は上記ナット1の一端側と他端側とに、その各端部からそれぞれ所定長さ位置に、上記ナット1の軸線方向と直角方向に貫通する貫通穴12a・12bを設けると共に、その各貫通穴12a・12bの径を互いに異ならせたものである。本実施形態は上記ナット1の両端部からそれぞれ異なる位置に貫通穴12a・12bを設けたもので、図の場合はナット1の一端側の端部1aから該ナット1の軸方向長さの約1/4程度の長さ位置に貫通穴12aを、また上記ナット1の他端側の端部1bから該ナット1の軸方向長さの約1/2程度の長さ位置に貫通穴12bをそれぞれ設けた構成である。また本実施形態は上記貫通穴12aの径よりも貫通穴12bの径を大きく形成したもので、図の場合は貫通穴12bの径は貫通穴12aの径の約1.5倍程度に形成されている。   In the present invention, through-holes 12a and 12b penetrating in a direction perpendicular to the axial direction of the nut 1 are provided on one end side and the other end side of the nut 1 at predetermined length positions from the respective end portions. The diameters of the through holes 12a and 12b are different from each other. In the present embodiment, through holes 12a and 12b are provided at different positions from both ends of the nut 1, and in the case of the figure, the axial length of the nut 1 from the end 1a on one end side of the nut 1 is reduced. The through hole 12a is provided at a length of about 1/4, and the through hole 12b is provided at a length of about 1/2 of the axial length of the nut 1 from the end 1b on the other end side of the nut 1. Each is provided. In the present embodiment, the diameter of the through hole 12b is larger than the diameter of the through hole 12a. In the case of the figure, the diameter of the through hole 12b is about 1.5 times the diameter of the through hole 12a. ing.

図2は上記のボルト接続用ナット1を用いてアンカーを施工したアンカー施工構造の一例を示すもので、特に図の場合は上記ボルト接続用ナット1を締付式アンカー2の締付用ナットとして使用すると共に、上記締付式アンカー2のアンカーボルト21に上記ボルト接続用ナット1を介して連結ボルト3を接続した構成である。その連結ボルト3のアンカーボルト21と反対側には、ケーブルや鋼管その他各種物品等が取付けられるが図には省略した。図中、hは上記アンカーを施工すべき壁面W等に形成したアンカー挿入孔、4は上記壁面Wとボルト接続用ナット1との間に介在させたワッシャで必要に応じて設ける。   FIG. 2 shows an example of an anchor construction structure in which an anchor is constructed using the above-described bolt connection nut 1. In particular, in the case of the figure, the bolt connection nut 1 is used as a tightening nut for the tightening anchor 2. While being used, the connecting bolt 3 is connected to the anchor bolt 21 of the clamped anchor 2 via the bolt connecting nut 1. Cables, steel pipes, and other various articles are attached to the opposite side of the connecting bolt 3 from the anchor bolt 21 but are not shown in the figure. In the figure, h is an anchor insertion hole formed in the wall surface W or the like on which the anchor is to be constructed, and 4 is a washer interposed between the wall surface W and the bolt connecting nut 1 as required.

上記締付式アンカー2は、図3に示すように、一端側に雄ねじ21aを有するアンカーボルト21と、そのアンカーボルト21の上記雄ねじ21aと反対側の端部21bに設けた略筒状の拡開スリーブ22とよりなる。その拡開スリーブ22は、上記端部21bに形成した細径部21cに嵌合保持され、その細径部21cの一端側に設けたテーパ部21tで上記拡開スリーブ22の一端22a側を拡開する構成であり、そのスリーブ22の一端22a側にはスリット22sが設けられている。   As shown in FIG. 3, the tightening anchor 2 includes an anchor bolt 21 having a male screw 21a on one end side, and a substantially cylindrical expansion provided on an end 21b of the anchor bolt 21 opposite to the male screw 21a. And an open sleeve 22. The expansion sleeve 22 is fitted and held in a narrow diameter portion 21c formed in the end portion 21b, and the one end 22a side of the expansion sleeve 22 is expanded by a taper portion 21t provided on one end side of the small diameter portion 21c. The sleeve 22 is opened, and a slit 22 s is provided on one end 22 a side of the sleeve 22.

上記の締付式アンカー2をアンカー挿入孔h内に挿入した状態で、上記アンカーボルト21の雄ねじ21bにボルト接続用ナット1をねじ込むと、上記スリーブ22が孔hの内面に密着した状態でアンカーボルト本体21のみが上記ナット1側に引き寄せられ、それによって上記テーパ部21tが拡開スリーブ22内に進入して該スリーブ22の一端22a側が拡開し、その先端部がアンカー挿入孔hの内面に食い込んでアンカーボルト21が抜け止め係止される構成である。   When the bolt-connecting nut 1 is screwed into the male screw 21b of the anchor bolt 21 in a state where the tightening anchor 2 is inserted into the anchor insertion hole h, the anchor 22 is in contact with the inner surface of the hole h. Only the bolt main body 21 is pulled toward the nut 1, whereby the tapered portion 21 t enters the expanding sleeve 22, and the one end 22 a side of the sleeve 22 is expanded, and the tip portion is the inner surface of the anchor insertion hole h. In this configuration, the anchor bolt 21 is caught and locked.

次に、上記のようなアンカー施工構造を施工する場合の手順の一例を図4および図5に基づいて説明する。先ず図4(a)に示すようにアンカーを施工すべき建築物や構築物その他の壁面W等に、ドリルD等でアンカー挿入孔hを形成する。次いで、その挿入孔h内に図4(b)にような送気ホースH等を介して空気を吹き付け若しくは吸引して上記挿入孔h内に残留する切削粉f等を除去する。そして上記アンカー挿入孔h内に、図4(c)のようにアンカー2を挿入して拡開スリーブ22を上記挿入孔hの内面に密着させ、そのアンカー2のアンカーボルト21に必要に応じてワッシャ4を嵌めた後、ボルト接続用ナット1をねじ込む。   Next, an example of a procedure for constructing the anchor construction structure as described above will be described with reference to FIGS. 4 and 5. First, as shown in FIG. 4 (a), an anchor insertion hole h is formed by a drill D or the like in a building, a structure or other wall surface W or the like on which an anchor is to be constructed. Next, air is blown or sucked into the insertion hole h via an air supply hose H or the like as shown in FIG. 4B to remove the cutting powder f remaining in the insertion hole h. Then, the anchor 2 is inserted into the anchor insertion hole h as shown in FIG. 4C, and the expanding sleeve 22 is brought into close contact with the inner surface of the insertion hole h. After the washer 4 is fitted, the bolt connecting nut 1 is screwed.

次いで、上記アンカーボルト21にねじ込んだボルト接続用ナット1のアンカーボルト21と反対側の端部に、図5(a)に示すようにレンチ等の手動工具TのソケットT1等を係合させて、上記ナット1を所定のねじ込み方向に回動させる。すると、上記アンカー2の拡開スリーブ22はアンカー挿入孔hとの摩擦力で周方向および軸方向には殆ど動くことなく上記アンカー挿入孔h内に挿入したときの位置でほぼ停止した状態にあり、一方アンカーボルト21はアンカー挿入孔hや拡開スリーブ22との摩擦力で周方向には殆ど回動することなく、上記ボルト接続用ナット1の回動で該ナット1の方向に徐々に移動して図5(b)のように上記ナット1内に引き込まれていく。   Next, the socket T1 of a manual tool T such as a wrench is engaged with the end of the bolt connecting nut 1 screwed into the anchor bolt 21 on the opposite side to the anchor bolt 21 as shown in FIG. The nut 1 is rotated in a predetermined screwing direction. Then, the expansion sleeve 22 of the anchor 2 is in a state of almost stopping at the position when inserted into the anchor insertion hole h with little frictional movement with the anchor insertion hole h in the circumferential direction and the axial direction. On the other hand, the anchor bolt 21 hardly moves in the circumferential direction due to the frictional force with the anchor insertion hole h or the expansion sleeve 22 and gradually moves in the direction of the nut 1 by the rotation of the bolt connecting nut 1. Then, it is drawn into the nut 1 as shown in FIG.

それによって、上記アンカーボルト21の細径部21aの一端側に設けた前記テーパ部21tが徐々に拡開スリーブ22内に進入して行き、その拡開スリーブ22の一端22aが図5(b)のように拡開し、その先端部がアンカー挿入孔hの内面に食い込んで上記アンカーボルト21が抜け止め係止される。そして、そのアンカーボルト21が確実に抜け止め係止されたところで上記手動工具Tをナット1から外す。   Accordingly, the tapered portion 21t provided on one end side of the narrow diameter portion 21a of the anchor bolt 21 gradually enters the expanding sleeve 22, and one end 22a of the expanding sleeve 22 is shown in FIG. The tip end part bites into the inner surface of the anchor insertion hole h, and the anchor bolt 21 is retained and locked. Then, when the anchor bolt 21 is securely retained and locked, the manual tool T is removed from the nut 1.

なお、本実施形態においては上記アンカーボルト21がボルト接続用ナット1内にねじ込まれる際のねじ込み状態を上記貫通穴12aから目視できるようにすると共に、それによって、上記締付式アンカー2を施工するのに必要な最小限のねじ込み量が確保されたか否かをも判別できるようにしたものである。特に、図の場合は上記締付式アンカー2のアンカーボルト21にワッシャ4を嵌めてボルト接続用ナット1をねじ込み、上記締付式アンカー2を施工するのに必要な最小限のねじ込み量が確保されて拡開スリーブ22が所定の基準値以上に拡開したとき、上記貫通穴12aの開口全面に上記アンカーボルト21の先端ねじ部21aが表れるようにしたもので、その状態を見れば必要最小限のねじ込み量が確保され、拡開スリーブ22が所定の基準値以上に拡開したことが分かる。そして必要に応じて更に上記ナット1をねじ込んで拡開スリーブ22を開けばアンカー挿入孔hの内面に適度な強度で抜け止め係止できるものである。   In this embodiment, the anchor bolt 21 is screwed into the bolt connecting nut 1 so that the screwed state can be seen from the through hole 12a, and thereby the tightening anchor 2 is constructed. It is also possible to determine whether or not the minimum screwing amount necessary for the above is ensured. In particular, in the case shown in the drawing, the washer 4 is fitted to the anchor bolt 21 of the tightening anchor 2 and the bolt connecting nut 1 is screwed to secure the minimum screwing amount necessary for constructing the tightening anchor 2. When the expansion sleeve 22 is expanded beyond a predetermined reference value, the tip screw portion 21a of the anchor bolt 21 appears over the entire opening of the through hole 12a. It can be seen that a limited screw-in amount is secured and the expansion sleeve 22 has expanded beyond a predetermined reference value. If necessary, the nut 1 is further screwed in and the expansion sleeve 22 is opened, so that the inner surface of the anchor insertion hole h can be prevented from coming off with an appropriate strength.

上記のようにして締付式アンカー2のアンカーボルト21にボルト接続用ナット1をねじ込んで締付式アンカー2をアンカー挿入孔h内の所定の位置に抜け止め係止したところで、上記ボルト接続用ナット1の他端に、図5(c)のように連結ボルト3をねじ込んで接続するもので、そのとき上記連結ボルト3は少なくとも上記ナット1に形成した前記他方の貫通穴12bから該連結ボルト3の先端部が見えるまでねじ込めばよく、それによって、上記連結ボルト3のねじ込み状態を容易に確認することができるものである。   When the bolt-connecting nut 1 is screwed into the anchor bolt 21 of the clamp-type anchor 2 as described above and the clamp-type anchor 2 is secured to a predetermined position in the anchor insertion hole h, the bolt-connect A connecting bolt 3 is screwed into the other end of the nut 1 as shown in FIG. 5C, and the connecting bolt 3 is connected to the connecting bolt from at least the other through-hole 12b formed in the nut 1. It is only necessary to screw in until the tip of 3 can be seen, so that the screwed state of the connecting bolt 3 can be easily confirmed.

なお、上記実施形態は締付式アンカー2のアンカーボルト21に単にワッシャ4とボルト接続用ナット1とを介して連結ボルト3を接続した構成であるが、必要に応じて例えば図6(a)および(b)に示すようにアンカー2を施工した壁面W等とワッシャ4との間もしくは上記ワッシャ4を省略して上記壁面W等とボルト接続用ナット1との間に各種パネルや帯板等の板状物Pを挟んで施工することもできる。また上記2つの貫通穴12a・12bのうちのいずれか一方、例えば大径の貫通穴12b内に、上記両方のボルト21・4の先端部が位置するようにして、上記貫通穴12bで上記両方のボルト21・4のねじ込み状態を識別することもできる。   In the above embodiment, the connecting bolt 3 is simply connected to the anchor bolt 21 of the tightening anchor 2 via the washer 4 and the bolt connecting nut 1, but for example, as shown in FIG. And as shown in (b), various panels, strips, etc. between the wall surface W etc. which constructed the anchor 2 and the washer 4 or between the wall surface W etc. and the bolt connection nut 1 with the washer 4 omitted. It is also possible to perform construction with the plate-like object P in between. Further, both of the two through holes 12a and 12b, for example, the large-diameter through hole 12b, the tip portions of both the bolts 21 and 4 are positioned, and the both through holes 12b. It is also possible to identify the screwed state of the bolts 2.

また上記実施形態は、ボルト接続用ナット1の内方に形成される雌ねじ孔11を、上記内周面の全長にわたって同一径で同一ピッチに形成したが、上記ナット1の両端部に互いに径や規格の異なるボルトを接続する場合には、それに合わせて例えば図7に示すようにナット1の内孔の両端部に径やピッチもしくは規格の異なる雌ねじ孔11a・11bを形成することもできる。   Moreover, although the said embodiment formed the internal thread hole 11 formed in the inner side of the nut 1 for bolt connection at the same diameter and the same pitch over the full length of the said internal peripheral surface, When bolts having different standards are connected, female screw holes 11a and 11b having different diameters, pitches, or standards can be formed at both ends of the inner hole of the nut 1 as shown in FIG.

さらに前記のような締付式アンカー2のアンカーボルト21にボルト接続用ナット1をねじ込む場合、従来は一般にレンチ等の手動工具、特にトルクレンチを用いて上記ナット1の締付トルクを一定にすることで上記アンカーボルト21に対するナット1のねじ込み量等を管理していたが、本発明においては上記のような貫通穴12a(12b)を設けたことで、その貫通穴12aから上記ナット1内へのアンカーボルト21の進入状態をみるだけで上記アンカーボルト21に対するナット1のねじ込み量、ひいては上記締付式アンカー2の施工状態を知ることができる。   Further, when the bolt connection nut 1 is screwed into the anchor bolt 21 of the tightening anchor 2 as described above, conventionally, a tightening torque of the nut 1 is generally made constant using a manual tool such as a wrench, particularly a torque wrench. Thus, the screwing amount of the nut 1 with respect to the anchor bolt 21 is managed, but in the present invention, the through hole 12a (12b) as described above is provided so that the through hole 12a enters the nut 1. The amount of screwing of the nut 1 into the anchor bolt 21 and the construction state of the tightening anchor 2 can be known only by looking at the state of the anchor bolt 21 entering.

そのため、上記ナット1を回動させる手段としては、必ずしも上記のようなトルクレンチを用いなくてもよく、例えば通常のレンチやスパナ等の手動工具もしくは各種の電動工具等を用いることもできるものである。なお、電動工具を用いる場合には、例えば図8に示すように電動工具(不図示)のシャンクSを図のようなアダプタAを介してボルト接続用ナット1に係合させて回動すればよい。   Therefore, as a means for rotating the nut 1, it is not always necessary to use a torque wrench as described above. For example, a manual tool such as a normal wrench or a spanner or various electric tools can be used. is there. In the case of using an electric power tool, for example, as shown in FIG. 8, if the shank S of the electric power tool (not shown) is engaged with the bolt connecting nut 1 via the adapter A as shown in the figure, it is rotated. Good.

また上記実施形態は建築物や構築物の壁面W等に施工する場合を例にして説明したが、例えば建築物や構築物の天井面に上下方向のアンカー挿入孔hを形成して、その孔h内に上記と同様の締付式アンカー2を施工し、そのアンカー2のアンカーボルト21に上記と同様のボルト接続用ナット1を介して吊下ボルト等の連結ボルト3を接続する場合などにも適用できる。さらに上記のような締付式アンカーに限らず他の各種アンカーのアンカーボルトと連結ボルト、その他各種のボルトを接続する場合にも適用可能であり、それらのボルトとしては上記ボルト接続用ナット1と接続する端部にのみ雄ねじを有するものであってもよい。   Moreover, although the said embodiment demonstrated as an example the case where it constructs on the wall surface W etc. of a building or a structure, for example, the anchor insertion hole h of the up-down direction is formed in the ceiling surface of a building or a structure, This is also applied to the case where a fastening anchor 2 similar to the above is constructed and a connecting bolt 3 such as a suspension bolt is connected to the anchor bolt 21 of the anchor 2 via a bolt connecting nut 1 similar to the above. it can. Furthermore, the present invention is not limited to the above-described tightening type anchors, and can also be applied when connecting anchor bolts and connecting bolts of other various anchors, and other various bolts. You may have a male screw only in the edge part to connect.

さらに上記のボルト接続用ナット1の両端部に接続されるボルトの色を変えておくと、目視施工管理を更に容易にすることができる。例えば前記の締付式アンカー2のアンカーボルト21をユニクロ(光沢クロメート)等で銀色(シルバー)に形成し、連結ボルト3はクロメート(有色クロメート)等で金色(ゴールド)に形成することによって、前記2つの貫通穴12a・12bからはそれぞれアンカーボルト21の銀色と連結ボルトの金色の雄ねじが表れるようにすれば、上記アンカーボルト21と連結ボルト3のねじ込み状態を一目瞭然で容易・迅速に確認することが可能となる。   Furthermore, if the color of the bolt connected to both ends of the bolt connecting nut 1 is changed, visual construction management can be further facilitated. For example, by forming the anchor bolt 21 of the tightening anchor 2 in silver (silver) with unichrome (glossy chromate) or the like, and forming the connecting bolt 3 in gold (gold) with chromate (colored chromate) or the like, If the male screw of the silver of the anchor bolt 21 and the golden male screw of the connecting bolt appear from the two through holes 12a and 12b, respectively, the screwed state of the anchor bolt 21 and the connecting bolt 3 should be clearly and easily and quickly confirmed. Is possible.

なお、上記のユニクロとクロメートの2種類の電気亜鉛メッキは、耐食性はほぼ同等であり、また着色顔料の違いだけで、メッキの特性は同じなので電食(異種金属を接触させた場合、一方がプラス、一方がマイナスの電位となって微量電流を生じ、その電流の電解作用によって腐食が起きる現象)の懸念はない。   In addition, the above two types of electrogalvanized plating of UNIQLO and Chromate have almost the same corrosion resistance, and the characteristics of plating are the same only by the difference in the color pigments. On the other hand, there is no concern about a phenomenon in which one side has a negative potential to generate a very small amount of current and corrosion occurs due to the electrolytic action of the current.

上記のように構成された本発明によるボルト接続用ナットおよびそれを用いたアンカー施工方法によれば、径の異なる貫通穴12a・12bのいずれか一方、例えば小径の貫通穴の側を一方のボルト用、例えばアンカーボルト用として決めておけば、上記の径の異なる貫通穴の大きさを目視で、或いは薄暗い現場等にあっては手探りで判別するだけで上記ナットの方法を知ることができる。それによって、上記ナットの両端部に接続されるボルトの種類や規格もしくは形やねじ込み量が異なる場合にも、上記ナットと各ボルトとを所定の接続方向および適正なねじ込み量で良好に接続することが可能となるもので、各種アンカーボルトはもとより、各種のボルトを接続する場合のボルト接続用ナットおよびそれを用いたアンカーボルト施工方法等に有効に適用することができるものである。   According to the bolt connecting nut and the anchor construction method using the same according to the present invention configured as described above, one of the through holes 12a and 12b having different diameters, for example, the small diameter through hole side is connected to one bolt. For example, if it is determined for an anchor bolt, the method of the nut can be known only by visually discriminating the sizes of the through holes having different diameters or by groping in a dim place. As a result, even when the types, standards, shapes, or screwing amounts of bolts connected to both ends of the nut are different, the nut and each bolt should be well connected with a predetermined connection direction and an appropriate screwing amount. Therefore, the present invention can be applied effectively not only to various anchor bolts but also to bolt connecting nuts for connecting various bolts, anchor bolt construction methods using the nuts, and the like.

(a)は本発明によるボルト接続用ナットの一実施形態を示す平面図、(b)はその側面図、(c)は(a)におけるc−c断面図、(d)は(c)におけるd−d断面図、(e)は(c)におけるe−e断面図。(A) is a top view which shows one Embodiment of the nut for bolt connection by this invention, (b) is the side view, (c) is cc sectional drawing in (a), (d) is in (c) dd sectional drawing, (e) is ee sectional drawing in (c). 上記ボルト接続用ナットを用いてアンカーを施工した状態の正面図。The front view of the state which constructed the anchor using the said nut for bolt connection. 図の分解正面図。The exploded front view of a figure. (a)〜(d)はアンカーの施工プロセスの一例を示す前段の説明図。(A)-(d) is explanatory drawing of the front | former stage which shows an example of the construction process of an anchor. (a)〜(d)はアンカーの施工プロセスの一例を示す後段の説明図。(A)-(d) is latter explanatory drawing which shows an example of the construction process of an anchor. (a)および(b)はアンカーの施工プロセスの他の例を示す説明図。(A) And (b) is explanatory drawing which shows the other example of the construction process of an anchor. 本発明によるボルト接続用ナットの他の実施形態を示す断面図。Sectional drawing which shows other embodiment of the nut for bolt connection by this invention. 電動工具でナット締付を行う場合の説明図。Explanatory drawing in the case of nut tightening with an electric tool.

符号の説明Explanation of symbols

1 ボルト接続用ナット
11、11a、11b 雌ねじ孔
12a、12b 貫通穴
2 締付式アンカー
21 アンカーボルト
21a 雄ねじ
21b 細径部
22 拡開スリーブ
22a 端部
22s スリット
3 連結ボルト
4 ワッシャ
W 被施工部
h アンカー挿入孔
1 Nut for bolt connection 11, 11a, 11b Female thread hole 12a, 12b Through hole
2 Clamping Anchor 21 Anchor Bolt 21a Male Thread 21b Small Diameter 22 Expanding Sleeve 22a End 22s Slit 3 Connection Bolt 4 Washer W Worked Section h Anchor Insertion Hole

Claims (6)

内方に雌ねじ孔を有する略筒状のナットの両端部にそれぞれボルトをねじ込んで接続するボルト接続用ナットにおいて、上記ナットの一端側と他端側とに、その各端部から所定長さ位置に該ナットの軸線方向と直角方向に貫通する貫通穴を設け、その各貫通穴の径を異ならせたことを特徴とするボルト接続用ナット。   A bolt connecting nut that is screwed into and connected to both ends of a substantially cylindrical nut having a female screw hole on the inside thereof, and is positioned at a predetermined length from each end of the nut on one end side and the other end side. A nut for connecting a bolt, wherein a through-hole penetrating in a direction perpendicular to the axial direction of the nut is provided in the nut, and the diameter of each through-hole is made different. 上記各貫通穴の上記各端部からの長さ位置を互いに異ならせてなる請求項1に記載のボルト接続用ナット。   The bolt connecting nut according to claim 1, wherein the length positions of the through holes from the end portions are different from each other. 上記ナットの両端部にボルトをねじ込むための雌ねじ孔の径を互いに異ならせてなる請求項1または2に記載のボルト接続用ナット。   The nut for bolt connection according to claim 1 or 2, wherein the diameters of the female screw holes for screwing the bolts into both ends of the nut are different from each other. 締付式アンカーのアンカーボルトに上記請求項1〜3のいずれかに記載のボルト接続用ナットの一端をねじ込むことによって上記締付式アンカーをアンカー挿入孔内に施工した後、上記ボルト接続用ナットの他端に連結ボルトをねじ込んで接続する構成とし、上記アンカーボルトに上記ボルト接続用ナットをねじ込む際の該ナットの方向を上記の径の異なる貫通穴の配置状態で識別するようにしたことを特徴とするアンカー施工方法。   The bolt connection nut is installed in the anchor insertion hole by screwing one end of the bolt connection nut according to any one of claims 1 to 3 into an anchor bolt of the clamp anchor. A connecting bolt is screwed into the other end of the bolt and connected to the anchor bolt, and the direction of the nut when the bolt connecting nut is screwed into the anchor bolt is identified by the arrangement of the through holes having different diameters. Characteristic anchor construction method. 上記ボルト接続用ナットに対する上記アンカーボルトのねじ込み状態を上記貫通穴から目視することによって、上記締付式アンカーを施工するのに必要な最小限のねじ込み量が確保されたか否かを判別し得るように構成してなる請求項4に記載のアンカー施工方法。   By visually observing the screwed state of the anchor bolt with respect to the bolt connecting nut from the through hole, it can be determined whether or not the minimum screwing amount necessary for constructing the tightening anchor is secured. The anchor construction method according to claim 4, which is configured as follows. 上記アンカーボルトと連結ボルトの色を互いに異ならせてなる請求項4または5に記載のアンカー施工方法。   The anchor construction method according to claim 4 or 5, wherein the anchor bolt and the connecting bolt have different colors.
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KR20200040643A (en) * 2018-10-10 2020-04-20 차주병 Improved anchor bolt assembly and ceiling finish panel fastener comprising same
KR102132677B1 (en) * 2018-10-10 2020-07-13 차주병 Improved anchor bolt assembly and ceiling finish panel fastener comprising same
KR20200089525A (en) * 2019-01-17 2020-07-27 성기섭 Clamp for pipe
KR102162858B1 (en) 2019-01-17 2020-10-07 성기섭 Clamp for pipe
WO2020222535A1 (en) * 2019-04-30 2020-11-05 차주병 Improved anchor bolt assembly and ceiling finishing panel fixing apparatus comprising same
JP2021535973A (en) * 2019-04-30 2021-12-23 チャ、ジュ ビョンCHA, Ju Byeong Improved anchor bolt assembly and ceiling finish panel fixing device including it
JP7038920B2 (en) 2019-04-30 2022-03-18 ビョン チャ、ジュ Improved anchor bolt assembly and ceiling finish panel fixing device including it
US11987980B2 (en) 2019-04-30 2024-05-21 Ju Byeong CHA Anchor bolt assembly and ceiling finishing panel fixing apparatus comprising same
JP7429382B2 (en) 2020-01-31 2024-02-08 株式会社ケー・エフ・シー Tightening anchor and its construction method

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