JP4385307B1 - Wedge lock cap bolt - Google Patents

Wedge lock cap bolt Download PDF

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JP4385307B1
JP4385307B1 JP2009121676A JP2009121676A JP4385307B1 JP 4385307 B1 JP4385307 B1 JP 4385307B1 JP 2009121676 A JP2009121676 A JP 2009121676A JP 2009121676 A JP2009121676 A JP 2009121676A JP 4385307 B1 JP4385307 B1 JP 4385307B1
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conical
bolt
cylindrical cap
hexagon socket
cap
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JP2010270805A (en
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修身 松本
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修身 松本
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Abstract


【課題】六角穴付きボルト単独で緩みを確実に防止する。
【解決手段】従来の六角穴付きボルトの形状を円錐形穴あき円筒形キャップ、それにはめ合う六角穴付き円錐形ヘッドおねじの2部品に変更・分離し、且つ、円錐形穴あき円筒形キャップの底面を軸直角面に対して僅かに傾斜させ、更にその天面を傾斜底面の最下端から鉛直上方に伸ばした高さを、傾斜底面に対する平行面よりも更に低くした非平行の形状にして両部品がはめ合う構造の2部品1組のボルトにする。円錐形穴あき底面傾斜円筒形キャップの傾斜底面が被締結部材に密着接触になり軸線が僅かに傾き、これにはめ合う六角穴付きボルトの更に僅かな軸線の傾きによる物理的および両テーパのくさび効果によって、共にボルトが緩まない。
【選択図】図2

To prevent loosening with a hexagon socket head bolt alone.
The shape of a conventional hexagon socket head cap screw is changed and separated into a conical hole perforated cylindrical cap and a conical head male screw with a hexagon perforation that fits into it, and a conical perforated cylindrical cap is provided. The bottom surface of the base plate is slightly inclined with respect to the plane perpendicular to the axis, and the height of the top surface extending vertically upward from the lowermost end of the inclined bottom surface is a non-parallel shape that is lower than the parallel surface with respect to the inclined bottom surface. A set of two-part bolts with a structure where both parts fit together. The inclined bottom surface of the conical perforated bottom cylindrical cap is in close contact with the fastened member and the axis is slightly tilted. Physical and double taper wedges due to the slight tilt of the axis of the hexagon socket head bolt that fits into this. Both bolts do not loosen due to the effect.
[Selection] Figure 2

Description

本発明は、ナットを使用せずにボルト単独で被締結部材を相手のめねじ部材に締結する場合の六角穴付きボルトの緩み防止に関する。       The present invention relates to prevention of loosening of a hexagon socket head cap screw when a member to be fastened is fastened to a mating female screw member by itself without using a nut.

従来の六角穴付きボルトは、緩み止めナットと組み合わせて使用する場合にはボルト自体に「緩み止め」を施す必要はない。一方、ボルト単独で被締結部材を相手のめねじ部材に締結する場合、軟らかい被締結部材に対しては「陥没緩み」を防ぐ目的でフランジ付き六角ボルトを使用し、あるいは被締結部材との接触面積が大きい「平座金」を併用している。しかし、振動などの外力によって起こるボルト頭と被締結部材との密着接触面が滑ることに対しては、そのボルトが回らないようにする有効な手段とは言えない。
「ねじのおはなし」、山本晃著 日本規格協会 pp.73〜75
When using a conventional hexagon socket head cap screw in combination with a locking nut, it is not necessary to provide a “locking prevention” to the bolt itself. On the other hand, when fastening a fastened member to a mating female screw member with a bolt alone, use a hexagon bolt with a flange for the purpose of preventing “sagging and loosening” for the soft fastened member, or contact with the fastened member A large flat washer is used together. However, it cannot be said that it is an effective means for preventing the bolt from rotating against the sliding of the contact surface between the bolt head and the fastened member caused by an external force such as vibration.
"Screw story", Yamamoto Atsushi Japanese Standards Association pp. 73-75

硬質の被締結部材に対しては緩み止めとして「ばね座金」を使用している。しかし、とりわけ緩み止めが問題視されるナットにおいては、「軸直角方式ねじ緩み試験」の実験結果では緩み止め効果がないばかりか、却ってばね座金を使用しない場合に比べて「緩み止め」効果が劣ることが分かっている。また、「軸直角方式ねじ緩み試験」の実験結果では緩み止めナットの一種のナイロンインサート付きプリベリングトルク形六角ナットも標準六角ナットに比べて緩み止め効果に差がないことも分かっている。それでも緩んだナットの脱落・紛失防止の役目にはなる。また、緩み止め効果に優れた六角ナットには「二重式ゆるみ止めナット」や「ハードロックナット」があるが、これらはオスメス2部品1組であり、製造コストが廉価ではない。
「ハードロック工業株式会社 ハードロックナット リーフレット」、10S/08.10 「2000 ねじ総合カタログ」、東京鋲螺協同組合 平成12年1月 第19版 pp.222、223 「ねじのおはなし」、山本晃著 日本規格協会 pp.84〜86
A “spring washer” is used as a locking member for hard members to be fastened. However, especially in nuts where locking is considered a problem, the results of the "right-angle screw loosening test" show not only a locking effect but also a locking effect compared to when no spring washer is used. I know it ’s inferior. In addition, the experimental results of the “right angle shaft screw loosening test” also show that a kind of locking nut, a pre-ringing torque hex nut with a nylon insert, has no difference in locking effect compared to a standard hex nut. Even so, it will serve to prevent the loosened nuts from falling off and being lost. Hexagonal nuts with excellent anti-loosening effects include “double-type anti-loosening nuts” and “hard lock nuts”, but these are two sets of male and female parts, and the manufacturing cost is not low.
"Hard Rock Industry Co., Ltd. Hard Lock Nut Leaflet", 10S / 08.10 “2000 Screw General Catalog”, Tokyo Tatsumi Cooperative Association, January 2000, 19th edition pp. 222, 223 "Screw story", Yamamoto Atsushi Japanese Standards Association pp. 84-86

上記の他には、六角ナットの緩み止め対策としては、ダブルナット同士が向かい合う接触面の双方に傾斜を付け、あるいはダブルナット同士の一方を標準の六角ナットにしてその相手側を片側が傾斜した六角ナットとし、その双方間に片側が傾斜した座金を挟み、ダブルナット同士の一方あるいは双方の軸線がボルトの軸線と微少な角度で傾くことにより、ダブルナット同士とボルトの緩み止めとする技術がある。
特許67333号明細書
In addition to the above, as a measure to prevent loosening of the hexagon nut, both the contact surfaces where the double nuts face each other are inclined, or one of the double nuts is a standard hexagon nut and the other side is inclined on the other side. A technology to prevent loosening of double bolts and bolts by using hexagon nuts and sandwiching washers with one side between them, and tilting one or both axes of the double nuts at a slight angle with the bolt axis. is there.
Japanese Patent No. 67333

また、ダブルナットの天側を標準の六角ナットとし、その下側の六角ナット底面を傾斜させ、これにはめ合うボルトの軸線方向の予張力で被締結部材との接触面との摩擦力を増し、同時にボルトおねじ部と六角ナットめねじとのロックで六角ナットの緩み止めとする技術がある。
特開平01−141213号公報
In addition, the top side of the double nut is a standard hex nut, and the bottom surface of the hex nut is inclined to increase the frictional force with the contact surface with the tightened member by pre-tensioning the bolt in the axial direction. At the same time, there is a technology to prevent the hexagon nut from loosening by locking the bolt male thread and the hexagon nut female thread.
JP-A-01-141213

単独の六角ナットの底面を傾斜させて被締結部材との接触面との摩擦力を増し、同時にボルトおねじ部と六角ナットめねじとのロックで六角ナットの緩み止めとする技術もある。
実開昭56−029309号のマイクロフィルムで保管のデータ
There is also a technology for increasing the frictional force with the contact surface with the member to be fastened by inclining the bottom surface of the single hex nut, and at the same time, locking the hex nut and the hex nut female screw to prevent the hex nut from loosening.
Data stored in microfilm of Japanese Utility Model Sho 56-029309

六角ボルトの頭部底面を傾斜させて「0005項」「0006項」同様の
六角ボルトの緩み止めとする技術もある。
実開昭50−088754号のマイクロフィルムで保管のデータ
There is also a technology to prevent the hexagon bolts from loosening like the “0005” and “0006” by tilting the bottom of the head of the hexagon bolt.
Data stored in microfilm of Japanese Utility Model Sho 50-088754

ボルトの場合には、ナットの緩みと同列に比較できないとしても、「ばね座金」の使用でボルト頭の底座面と被締結部材表面に「ばね座金」切断部の爪を引っかけて回転を妨げる方式では、「ばね座金」の弾性力がボルトの軸方向の「予張力」の大きさに比較して極めて微少であり、緩み止め効果を期待できない。このことから、歯付き座金とても同様であり、ボルト単独使用での効果的な「緩み止め」対策がないことを意味する。         In the case of bolts, even if it cannot be compared with the looseness of the nuts, the "spring washer" is used to prevent rotation by hooking the claw of the "spring washer" cutting part on the bottom seat surface of the bolt head and the surface of the fastening member. Then, the elastic force of the “spring washer” is extremely small compared with the magnitude of the “pretension” in the axial direction of the bolt, and a locking prevention effect cannot be expected. This means that the toothed washer is very similar, meaning that there is no effective “loosening prevention” measure using a bolt alone.

また、ボルトねじ部の埋め込み長さがボルト径の約3倍を超えれば、有効な締結効果が期待できるとされていても、むやみにねじ部を長くすることは無駄になる。逆に、約3倍の長さは緩むか緩まないかの「境界の長さ」とも言える。ボルト軸線方向の「予張力」の範囲内で有効な締結力を保持するためには、軸直角方向からの振動などの外力によってボルトが回らないようにする有効な手段が求められる。         Moreover, if the embedded length of the bolt screw portion exceeds about three times the bolt diameter, it is useless to lengthen the screw portion unnecessarily, even if an effective fastening effect can be expected. On the contrary, the length of about 3 times can be said to be the “boundary length” of whether to loosen or not loosen. In order to maintain an effective fastening force within the range of the “pretension” in the bolt axis direction, an effective means for preventing the bolt from rotating by an external force such as vibration from a direction perpendicular to the axis is required.

本発明は、このような従来の六角穴付きボルトが繰り返し軸直角方向の衝撃あるいは振動によって生じる緩みに対し、「ばね座金」あるいは「歯付き座金」を使用する従来の有名無実の緩み止め対策ではなく、物理的根拠に基づいた手段によって根本的に当該ボルトの緩みを無くすことを目的とする。         The present invention is based on the conventional well-known innocent anti-loosening measures using a “spring washer” or “toothed washer” against the looseness caused by the impact or vibration of the conventional hexagon socket head bolt repeatedly in the direction perpendicular to the axis. The purpose is not to loosen the bolt fundamentally by means based on physical basis.

本発明は、上記の目的を達成するために、現行JISに規定の六角穴付きボルトにおける六角穴あき円筒形頭部の外径と高さおよび「おねじ部」のねじ外径に準拠しつつ、その形状を円錐形穴あき底面傾斜円筒形キャップ2およびそれにはめ合う六角穴付き円錐形ヘッドおねじ3の2部品に変更・分離し、且つ、当該円錐形穴あき底面傾斜円筒形キャップは、その底面を軸直角面に対して傾斜させると共に、底面と被締結部材5との接触面圧を均一化するために、更にその天面を傾斜底面の最下端から鉛直上方に伸ばした高さを、傾斜底面に対する平行面よりも更に低くした「非平行間隔」の円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cにして、その天側から六角穴付き円錐形ヘッドおねじ3を挿入してはめ合う構造の2部品1組のウェッジロック キャップボルト1にする。         In order to achieve the above object, the present invention conforms to the outer diameter and height of a hexagon socket head with a hexagon socket with a hexagon socket head bolt specified in the current JIS, and the screw outer diameter of the “male thread”. The shape is changed and separated into two parts: a conical perforated bottom inclined cylindrical cap 2 and a conical head male screw 3 fitted with a hexagonal hole, and the conical perforated bottom inclined cylindrical cap is In order to incline the bottom surface with respect to the plane perpendicular to the axis and make the contact surface pressure between the bottom surface and the fastened member 5 uniform, the height of the top surface is further extended vertically upward from the lowest end of the inclined bottom surface. The cone-shaped perforated bottom and top surface non-parallel inclined cylindrical cap 2c with a non-parallel spacing lower than the parallel surface with respect to the inclined bottom surface, and a conical head male screw 3 with a hexagonal hole inserted from the top side One set of two parts that fit together To wedge lock cap bolt 1.

この2部品1組のウェッジロック キャップボルト1は、六角穴付き円錐形ヘッドおねじ3とめねじ部材6の「はめ合い」の隙間、および円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cと六角穴付き円錐形ヘッドおねじ3ヘッド部のウェッジ「はめ合い」に起因する隙間の相乗効果によって、六角穴付き円錐形ヘッドおねじ3を六角レンチで締め付けて「予張力」を付加することで円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cの傾斜底面座が被締結部材5に密着する。その結果として円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cの軸線の向き2Aがめねじ部材6の軸線の向きに対して微少な傾き角α(:1.79°)S1になるために、外部からの軸直角方向の振動によって円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cが物理的に回ることが無いために緩まない。同時に、六角穴付き円錐形ヘッドおねじ3とめねじ部材6間のねじ部外周ねじピッチのウェッジ原理による相乗ロック効果も加わる。         This pair of wedge lock cap bolts 1 is composed of a hexagon socket cone head male screw 3 and a female screw member 6 "fitting" gap, and a cone-shaped perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c. And the hexagon socket head cone screw 3 The head portion of the wedge “fitting” causes a synergistic effect to tighten the hexagon socket head cone screw 3 with a hexagon wrench to add “pretension”. Thus, the inclined bottom surface seat of the conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2 c comes into close contact with the fastened member 5. As a result, the axial direction 2A of the conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c becomes a slight inclination angle α (: 1.79 °) S1 with respect to the axial direction of the female screw member 6. In addition, the conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c is not loosened because it does not physically rotate due to vibration in the direction perpendicular to the axis from the outside. At the same time, a synergistic locking effect based on the wedge principle of the thread portion outer peripheral thread pitch between the hexagonal conical head male screw 3 and the female screw member 6 is also added.

つまり、円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cの軸線の向き2Aがめねじ部材6の軸線の向きに対して微少の傾きになる状態は、分かり易く模式図化すると「図3」のようになる。「図3」における座面傾斜六角ボルト7は、被締結部材5およびめねじ部材6に対して10°傾斜した図にしてあるが、この状態で座面傾斜六角ボルト7が回転することは物理的に不可能になる。「0012」項に開示した場合の傾斜角は、これほど極端に大きくないものの、その原理は全く同じと言える。         That is, a state in which the axial direction 2A of the conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c is slightly inclined with respect to the axial direction of the female screw member 6 can be easily understood by referring to FIG. "become that way. The seat surface inclined hexagon bolt 7 in FIG. 3 is inclined by 10 ° with respect to the fastened member 5 and the female screw member 6, but the rotation of the seat surface inclined hexagon bolt 7 in this state is physical. Impossible. Although the tilt angle disclosed in the section “0012” is not so large, it can be said that the principle is exactly the same.

なお、「図4」の座面傾斜六角穴付きボルト8は、従来の六角穴付きボルトを追加工して、その頭部底面を軸心に対して僅かに傾斜させたものを示す。しかし、これを締結しても、ボルトの剛性によって軸線が曲がり変形することが無く、頭部底面は点接触のままであり、その傾斜座面が被締結部材5との接触面に密着することが無いために、本発明の「0012」と「0013」項の「緩み止め効果」を生じない。         The seat surface inclined hexagon socket head bolt 8 shown in FIG. 4 is obtained by additionally processing a conventional hexagon socket head bolt and tilting the bottom surface of the head slightly with respect to the axis. However, even if this is fastened, the axis does not bend and deform due to the rigidity of the bolt, the head bottom surface remains in point contact, and the inclined seating surface is in close contact with the contact surface with the member 5 to be fastened. Therefore, the “slack prevention effect” of the “0012” and “0013” items of the present invention does not occur.

また、円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cの円錐穴は、はめ合う六角穴付き円錐形ヘッドおねじ3と共に約22.6°のテーパになっているために、ねじ部の軸線方向の「予張力」によってウェッジ原理の効果で一体化する。したがって、円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cの外周に対して、六角穴付き円錐形ヘッドおねじ3を六角レンチで締め付けた場合のトルクに比べて約4.7倍のトルクを強制的に与えても緩むことが無い。この根拠については図8に示す。         Further, the conical hole of the conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c has a taper of about 22.6 ° together with the conical head male screw 3 fitted with the hexagonal hole. It is integrated by the effect of the wedge principle by the “pretension” in the axial direction. Therefore, about 4.7 times the torque when the hexagon socket head conical head screw 3 is tightened with a hexagon wrench against the outer periphery of the conical perforated bottom surface / top parallel non-tilt cylindrical cap 2c. Even if the torque is forcibly applied, it will not loosen. The basis for this is shown in FIG.

つまり、円錐形穴あき底面・天面非平行傾斜円筒形キャップ2cが緩まないのでウェッジ原理の効果で一体化した六角穴付き円錐形ヘッドおねじ3も緩まない。なお、六角穴付き円錐形ヘッドおねじ軸線3Aの傾き角β(:0.8°)S2は、めねじ部材6の軸線の向きに対して約半分と少ないために、六角穴付き円錐形ヘッドおねじ3自体の六角穴に六角レンチを差し込んで強制的に緩めるには、締め付け時と同等のトルクで緩めることができる。       That is, since the conical perforated bottom / top non-parallel inclined cylindrical cap 2c does not loosen, the hexagonal socket head cone screw 3 integrated by the effect of the wedge principle does not loosen. In addition, since the inclination angle β (: 0.8 °) S2 of the conical head male screw axis 3A with a hexagonal hole is as small as about half with respect to the direction of the axis of the female screw member 6, the conical head with a hexagonal hole is provided. In order to forcibly loosen by inserting a hexagon wrench into the hexagonal hole of the male screw 3 itself, it can be loosened with the same torque as when tightening.

別言すると、六角レンチを使用し、人為によって六角穴付き円錐形ヘッドおねじ3を強制的に緩めない限り、ウェッジロック キャップボルト1は、軸直角方向の振動や衝撃などの外力では緩まない。         In other words, the wedge lock cap bolt 1 is not loosened by external forces such as vibration and impact in the direction perpendicular to the axis unless a hexagon socket head conical head screw 3 is forcibly loosened by using a hexagon wrench.

上述したように、本発明のウェッジロック キャップボルト1は、完璧な緩み止めボルトであり、ISOの規定に準拠して制定されたJIS規定の六角穴付きボルトとの互換性を考慮してある。当該互換性は、JIS規定以外の規定が想定され得ない実情を考察すると重要なことになる。本発明のウェッジロック キャップボルト1は、有名無実の緩み止め「ばね座金」あるいは「歯付き座金」を使用しなくて済むのは言うまでもない。とりわけ、従来の六角穴付きボルトが多く使用されている工作機械あるいは印刷機械には「増し締め」の必要がない本発明が活用できる。         As described above, the wedge lock cap bolt 1 of the present invention is a perfect locking bolt, and is considered to be compatible with JIS hexagon socket head bolts established in accordance with ISO regulations. This compatibility is important when considering the fact that no provisions other than JIS provisions can be assumed. Needless to say, the wedge lock cap bolt 1 of the present invention does not require the use of a well-known innocent locking “spring washer” or “toothed washer”. In particular, the present invention which does not require “retightening” can be utilized for machine tools or printing machines in which many conventional hexagon socket head cap bolts are used.

以下、本発明の実施の形態を図1〜図8に基づいて説明する。         Hereinafter, embodiments of the present invention will be described with reference to FIGS.

図1において、円錐穴あき底面・天面非平行傾斜円筒形キャップ2cは、従来の六角穴付きボルトの頭部と同等の外径、高さにして天部の角を面取りし、底面に1.79°の傾斜を付け、円錐形穴は頂角を約22.6°のテーパにしてある         In FIG. 1, a conical perforated bottom / top parallel non-tilt cylindrical cap 2c has an outer diameter and height equivalent to the head of a conventional hexagon socket head cap screw, and chamfers the corner of the top. With a slope of .79 °, the conical hole tapers with an apex angle of about 22.6 °

六角穴付き円錐形ヘッドおねじ3は、円錐穴あき底面・天面非平行傾斜円筒形キャップ2cの円錐穴にはめ合うテーパの円錐形ヘッドを有し、強度を低下させないための処置として、軸線方向の天側を半円形ドーム状の凸にして従来の六角穴付きボルトの六角穴と同等の「二面幅および深さ」を維持するサイズにしてある。         The conical head male screw 3 with a hexagonal hole has a tapered conical head which fits into the conical hole of the conical hole perforated bottom / top non-parallel inclined cylindrical cap 2c. The top side of the direction is a semi-circular dome-shaped convex so that the "double width and depth" equivalent to the hexagon socket of a conventional hexagon socket head bolt is maintained.

円錐穴あき底面・天面非平行傾斜円筒形キャップ2cの底面座部の面積は、従来の六角穴付きボルトあるいはISO対応JIS規定の六角ボルトと同等であって、それと同等の面圧に耐える。         The area of the bottom seat of the conical perforated bottom / top parallel non-tilt cylindrical cap 2c is equivalent to a conventional hexagon socket head bolt or an ISO compliant JIS standard hexagon bolt, and withstands the same surface pressure.

一方、円錐穴あき底面・天面非平行傾斜円筒形キャップ2cの環状肉厚部の断面積で受け持つ円周方向の強度は、計算上で軸力の約2倍の力が掛かるために、ボルトのねじ谷径部の断面積との比較による単純な計算ではボルト谷径部の引張り強度に対して約50%になる。       On the other hand, since the strength in the circumferential direction, which is handled by the cross-sectional area of the annular thick portion of the cylindrical cap 2c with a conical hole bottom and top non-parallel inclined cylindrical cap, is approximately twice the axial force in the calculation, In a simple calculation based on comparison with the cross-sectional area of the thread root diameter portion, the tensile strength of the bolt root diameter portion is about 50%.

しかし、円錐穴あき底面・天面非平行傾斜円筒形キャップ2cのボルト側寄り座部の被締結部材との接触面積は、ボルト谷径部断面積の2.2倍であり、当該ボルト側寄り座部の強度は、実際には「0022」項における耐面圧に近い強さと考えられる。つまり、円錐穴あき底面・天面非平行傾斜円筒形キャップ2cの環状肉厚部円周方向の強度は、単純な強度計算の手法では正確に算出できないが、ボルト谷径部断面積で受け持つ引張り強度100%と「0023」項に述べた約50%の値との中間になると推定できる。       However, the contact area between the bolt-side seat portion of the conical holed bottom surface / top-surface non-parallel inclined cylindrical cap 2c and the fastening member is 2.2 times the bolt valley diameter cross-sectional area. The strength of the seat is actually considered to be a strength close to the surface pressure resistance in the “0022” section. In other words, the strength in the circumferential direction of the annular thick part of the cylindrical perforated cap / capped cylindrical cap 2c cannot be accurately calculated by a simple strength calculation method, but the tension that is handled by the bolt valley diameter section area. It can be estimated that the intensity is intermediate between 100% and the value of about 50% described in the section “0023”.

したがって、上記環状肉厚部の円周方向の強度は、強度試験によって実測するのが確実だが、「0024」項の理由によってボルト谷径部断面積で受け持つ引張り強度の75%と仮定した場合、通常の設計においては、静荷重で極限強さの2.4〜3.6倍、片振り繰り返し荷重で約3〜5倍、交番荷重で7〜11倍の大雑把な安全率を見て設計される許容応力基準に照らせば、看過できないほどの強度低下とは言えない。       Therefore, although the strength in the circumferential direction of the annular thick portion is surely measured by a strength test, it is assumed that 75% of the tensile strength handled by the bolt valley diameter cross-sectional area for the reason of “0024”, In normal design, it is designed with a rough safety factor of 2.4 to 3.6 times the ultimate strength with static load, about 3 to 5 times with single swing repeated load, and 7 to 11 times with alternating load. In light of the allowable stress standard, it cannot be said that the strength cannot be overlooked.

なお、JISに規定されている六角ナットの強度試験として、テーパ度「1:100」の試験用丸軸治具を挿入して行う「六角ナットの拡張試験」がある。この破壊試験に比較して、上記環状肉厚部の円周方向の強度は、テーパ度「1:2.5」の六角穴付き円錐形ヘッドおねじ3がはめ合う「拡張試験」に相当することになり、ウェッジ原理の効果による付加荷重値が格段に小さく、桁違いに破壊し難い。         As a hexagonal nut strength test defined in JIS, there is a “hexagonal nut expansion test” performed by inserting a test round shaft jig having a taper degree of “1: 100”. Compared to this destructive test, the circumferential strength of the annular thick portion corresponds to the “expansion test” in which the hexagonal socket head male screw 3 with a taper degree “1: 2.5” fits. Therefore, the added load value due to the effect of the wedge principle is remarkably small, and it is difficult to break by orders of magnitude.

さらに、円錐穴あき底面・天面非平行傾斜円筒形キャップ2c底面座の傾斜角1.79°は、ISOによらない「六角ボルト・並」の許容される加工誤差の最大傾斜角2°とほぼ同等であり、「六角ボルト・上」や「小形六角ボルト・中」の許容最大傾斜角1°との中間に位置する加工誤差の範囲内に入る。しかし、円錐穴あき底面・天面非平行傾斜円筒形キャップ2c底面の座は、成形段階で傾斜角が付いていても、実際に使用する時の締結状態では現行の頭部とねじ部が一体のボルトと違って被締結部材5に密着するので、成形段階において傾斜があってはならないと制限することは意味を成さない。         Further, the inclination angle 1.79 ° of the bottom surface of the conical holed bottom surface / top surface non-parallel inclined cylindrical cap 2c is the maximum inclination angle 2 ° of allowable machining error of “hexagonal bolts / parallel” which does not depend on ISO. It is almost the same, and falls within the range of machining error located in the middle of the allowable maximum inclination angle of 1 ° for “hexagon bolt / upper” and “small hexagon bolt / medium”. However, even if the seat of the bottom surface of the conical hole and the top surface of the non-parallel inclined cylindrical cap 2c has an inclination angle in the molding stage, the current head and screw part are integrated in the fastening state when actually used. Unlike the bolts in FIG. 4, it is in close contact with the member 5 to be fastened, so it does not make sense to restrict that there should be no inclination in the molding stage.

また、本発明のウェッジロック キャップボルト1は、前例の無い形体であって円錐穴あき底面・天面非平行傾斜円筒形キャップ2cの外径をJIS規格の六角穴付きボルトの頭部外径に準拠させた試作品を製作して実験した。         Further, the wedge lock cap bolt 1 of the present invention has an unprecedented shape, and the outer diameter of the conical hole perforated bottom / top nonparallel inclined cylindrical cap 2c is changed to the outer diameter of the head of the JIS standard hexagon socket head cap bolt. Produced and experimented with compliant prototypes.

図2は、試作品の本発明ウェッジロック キャップボルト1を組み立てて被締結部材5をめねじ部材6で挟んでねじ込んだ状態を示し、傾斜底面端BF部が被締結部材5の接触面に完全密着したことがルーペ使用の目視で確認できる。このことから円錐穴あき底面傾斜円筒形キャップ軸線2Aがめねじ軸線5Aに対して傾斜していることを類推した図を示す。因みに、図4に示した従来の六角穴付きボルトの頭部底面に傾斜加工した実験用試料は、「0014」項に述べた如く、六角穴付きボルト自体の剛性によって絶対にねじ部軸が変形することは無く、試作品を使用して密着しないことを確認した。         FIG. 2 shows a state in which the wedge lock cap bolt 1 according to the present invention is assembled, and the fastened member 5 is sandwiched between the female screw members 6 and screwed, and the inclined bottom surface end BF portion is completely on the contact surface of the fastened member 5. The close contact can be visually confirmed using a magnifying glass. From this, a diagram analogizing that the conical holed bottom inclined cylindrical cap axis 2A is inclined with respect to the female screw axis 5A is shown. Incidentally, as shown in the section “0014”, the test sample shown in FIG. 4 in which the head surface of the conventional hexagon socket head bolt is inclined is deformed by the rigidity of the hexagon socket head bolt itself. It was confirmed that it was not in close contact using a prototype.

図5は、本発明の円錐穴あき底面傾斜円筒形キャップ2を用いたウェッジロック キャップボルト1の組合せ状態を示す。円錐穴あき底面・天面非平行傾斜円筒形キャップ2cは、底面傾斜円筒形キャップ2に置き換える。図6および図7はそれらを各々に分解した図を示す。         FIG. 5 shows a combined state of the wedge lock cap bolt 1 using the conical holed bottom inclined cylindrical cap 2 of the present invention. The conical perforated bottom surface / top surface non-parallel inclined cylindrical cap 2c is replaced with a bottom inclined cylindrical cap 2. 6 and 7 show exploded views of each.

本発明の全体側面図および頭部正面図Whole side view and head front view of the present invention 本発明の組立・締結状態図Assembly / fastening state diagram of the present invention 座面傾斜六角ボルトの説明用模式図Schematic diagram for explanation of bearing surface inclined hexagon bolts 従来の六角穴付きボルトの頭部底面に傾斜加工した試料の図Figure of sample tilted on the bottom of the head of a conventional hexagon socket head bolt 本発明のウェッジロック キャップボルト1の組合せ状態図Combination state diagram of wedge lock cap bolt 1 of the present invention 本発明の円錐形穴あき底面傾斜円筒形キャップ(2)及び円錐形穴あき底面・天面非平行傾斜円筒形キャップ(2c)の部品図Part drawing of the conical perforated bottom inclined cylindrical cap (2) and the conical perforated bottom / top non-parallel inclined cylindrical cap (2c) of the present invention 本発明の「六角穴付き円錐形ヘッドおねじ3」の部品図Part drawing of "conical head male screw 3 with hexagonal hole" of the present invention 本発明の「円錐形穴あき底面傾斜円筒形キャップ(2)」及び「六角穴付き円錐形ヘッドおねじ3」ねじ部外周長におけるウェッジ効果の傾斜角度比較図Inclination angle comparison chart of wedge effect in the outer peripheral length of the "conical holed bottom inclined cylindrical cap (2)" and "conical head male screw 3 with hexagonal hole" of the present invention

1 ウェッジロック キャップボルト
2 円錐穴あき底面傾斜円筒形キャップ
2a 締結前の位置図
2c 円錐穴あき底面・天面非平行傾斜円筒形キャップ
2A 円錐穴あき底面傾斜円筒形キャップ軸線
3 六角穴付き円錐形ヘッドおねじ
3A 六角穴付き円錐形ヘッドおねじ軸線
5 被締結部材
6 めねじ部材
6A めねじ部材軸線
7 座面傾斜六角ボルト
8 座面傾斜六角穴付きボルト
12 植込みボルト
BA 底面部傾斜角(:1.79°)
BF 傾斜底面端密着
BP 傾斜底面端
H 円錐穴あき底面・天面平行傾斜円筒形キャップの高さ
h 円錐穴あき底面・天面平行傾斜円筒形キャップの平行端の高さ
hs 円錐穴あき底面・天面非平行傾斜円筒形キャップの非平行端の高さ
S1 傾き角α(:1.79°)
S2 傾き角β(:0.8°)
θD 円錐穴あき底面傾斜円筒形キャップ外周におけるウェッジ効果の傾斜角度
θd 六角穴付き円錐形ヘッドおねじ外周におけるウェッジ効果の傾斜角度
DESCRIPTION OF SYMBOLS 1 Wedge lock Cap bolt 2 Conical hole perforated bottom inclined cylindrical cap 2a Position figure before fastening 2c Conical perforated bottom / top non-parallel inclined cylindrical cap 2A Conical perforated bottom inclined cylindrical cap axis 3 Conical shape with hexagonal hole Head male screw 3A Hexagon socket head cone screw axis 5 Fastened member 6 Female screw member 6A Female screw member axis 7 Seat surface inclined hexagon bolt 8 Seat surface inclined hexagon socket bolt 12 Stud bolt BA Bottom surface tilt angle (: 1.79 °)
BF Inclined bottom edge close contact
BP Inclined bottom edge
H Conical perforated bottom / top parallel inclined cylindrical cap height h Conical perforated bottom / top parallel inclined cylindrical cap height
hs Height of non-parallel end of conical perforated bottom / top non-parallel inclined cylindrical cap S1 Inclination angle α (1.79 °)
S2 Inclination angle β (: 0.8 °)
θD Inclination angle of the wedge effect on the outer periphery of the inclined cylindrical cap with a conical hole
θd Inclination angle of the wedge effect on the outer circumference of the conical head male screw with a hexagonal hole

Claims (1)

現行JISに規定の六角穴付きボルトのねじ部外径および頭部の外径と高さの寸法に準拠しつつ、その形状を円錐形穴あき底面傾斜円筒形キャップ(2)およびそれにはめ合う六角穴付き円錐形ヘッドおねじ(3)の2部品に変更・分離し、且つ、当該円錐形穴あき底面傾斜円筒形キャップは、その底面を軸直角面に対して傾斜させると共に、更にその天面を傾斜底面の最下端から鉛直上方に伸ばした高さを、傾斜底面に対する平行面よりも更に低くした「非平行間隔」の円錐形穴あき底面・天面非平行傾斜円筒形キャップ(2c)にして、その天側から六角穴付き円錐形ヘッドおねじ(3)を挿入してはめ合う構造の2部品1組のウェッジロック キャップボルト(1)。             Conforms to the outer diameter and height dimensions of the threaded portion of the hexagon socket head bolt and the head outer diameter and height specified in the current JIS, and the shape of the cone-shaped perforated bottom inclined cylindrical cap (2) and the hexagon fitted to it. The conical head male screw (3) with a hole is changed and separated into two parts, and the conical perforated bottom inclined cylinder cap has its bottom inclined with respect to the plane perpendicular to the axis, and its top surface. Is a non-parallelly spaced conical perforated bottom / top parallel non-tilt cylindrical cap (2c) with a height that extends vertically upward from the bottom end of the slant bottom and is lower than the parallel plane to the slant bottom. A two-piece set of wedge-lock cap bolts (1) with a structure that fits by inserting a hexagon socket head conical head screw (3) from the top side.
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CN108194034A (en) * 2018-03-19 2018-06-22 大庆鑫得丰石油技术有限公司 Five preventing oil pipes and short circuit
CN108488180A (en) * 2018-05-21 2018-09-04 中国电建集团中南勘测设计研究院有限公司 A kind of the protection bolt and opening device, protection structure on centering chassis
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