JP2011117504A - E-ext lock bolt - Google Patents

E-ext lock bolt Download PDF

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JP2011117504A
JP2011117504A JP2009274214A JP2009274214A JP2011117504A JP 2011117504 A JP2011117504 A JP 2011117504A JP 2009274214 A JP2009274214 A JP 2009274214A JP 2009274214 A JP2009274214 A JP 2009274214A JP 2011117504 A JP2011117504 A JP 2011117504A
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bolt
screw
retaining ring
hexagon
shaped retaining
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Osami Matsumoto
修身 松本
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Abstract

<P>PROBLEM TO BE SOLVED: To surely prevent the looseness by singly using a bolt and also apply the looseness prevention technology to looseness prevention of a nut. <P>SOLUTION: An insertion hole having a diameter equivalent to approximately 0.3 times of 'nominal size' is bored in a center axis of a male screw tip of a conventional bolt in a depth with a dimension equivalent to approximately 0.8 times thereof. 'A straight line groove' having a groove width size of 0.7-1.6 mm is processed in the same depth as the insertion hole. In the 'straight line groove' of the slot, 'an E-shaped snap ring' in JIS specification is angularly shaped. 'A specially manufactured E-shaped snap ring' of a shape containing a 'crest bending' or 'semicircular bending' part mutually fitted is inserted in and suitable for the insertion hole in a back part side surface on an opposite side to an opening in the snap ring. When the bolt is fastened to the mating female screw, the outer edge of the bolt pressed onto the inner diameter of a female screw to be locked by preload in an axially orthogonal direction through elastic expanding force of bending of the 'specially manufactured E-shaped snap ring' , wherein the rotation of the bolt is prevented through the medium of the slot at the tip of the male screw to prevent the looseness of the bolt. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、ナットを使用しない場合、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ボルトの緩み防止並びにボルトにねじ込まれるナットの緩み止め防止に関する。 The present invention relates to prevention of loosening of a bolt and prevention of loosening of a nut that is screwed into a bolt when a bolt alone is used to fasten a member to be fastened to a mating female screw member when no nut is used.

従来のボルトは、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の底面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 a conventional bolt is used in combination with a locking nut, it is not necessary to provide a “locking” 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 bottom surface of the bolt head and the fastening 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、「抑弛螺旋止」の名称で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 hex nuts from loosening, incline both sides of the contact surface where the double nuts face each other under the name of “suppression spring stop”, or use one of the double nuts as a standard hex nut. The opposite side is a hexagonal nut that is inclined on one side, a washer that is inclined on one side is sandwiched between the two nuts, and one or both axes of the double nuts are inclined at a slight angle with the axis of the bolt, And there is technology to prevent bolts from loosening.
Japanese Patent No. 67333

また、「緩み止めボルト並びにボルトの緩み止め方法」の名称でボルト頭底面を軸直角面に対して1〜3°の角度で傾斜させて軸線方向の予張力と軸直角方向の予圧力でおねじとめねじの隙間を吸収してボルトの緩み止めとする技術がある。
特開平10−131967号公報
In addition, the bolt head bottom is inclined at an angle of 1 to 3 ° with respect to the axis perpendicular to the axis perpendicular to the axis perpendicular to the axis, and the axis pre-tension and axis pre-pressure are used. There is a technology to prevent the bolt from loosening by absorbing the gap between the screw and the female screw.
JP-A-10-131967

「雌ねじ体」の名称で、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
In the name of "female thread body", the bottom surface of a single hex nut is tilted to increase the frictional force with the contact surface with the member to be fastened, and at the same time, the hex nut is loosened by locking the bolt male thread and hex nut female thread. There is also technology to stop.
Data stored in microfilm of Japanese Utility Model Sho 56-029309

「締結ボルト」の名称で六角ボルトの頭部底面を傾斜させて六角ボルトの緩み止めとして、出願人が異なるものの「特許文献2」の特開平10−131967号公報と同様の内容の技術もある。
実開昭50−088754号のマイクロフィルムで保管のデータ
There is a technique similar to that disclosed in Japanese Patent Application Laid-Open No. 10-131967 of “Patent Document 2”, although the applicant is different, as a method of tilting the bottom of the head of the hexagon bolt with the name “fastening bolt” to prevent the hexagon bolt from loosening. .
Data stored in microfilm of Japanese Utility Model Sho 50-088754

六角穴付きボルトのおねじ先端近傍部にナイロンフィルムを融着させる方法、おねじ先端近傍部側面の片側に穿孔してナイロンを埋め込む方法、おねじ先端近傍部側面の片側の浅い縦溝にナイロンを埋め込む方法、おねじ先端近傍部外周に粉末樹脂を焼き付ける方法あるいはおねじ先端近傍外周に液体樹脂を塗布する方法などによって、おねじとめねじの隙間を埋めて軸力を永く維持し、緩みを阻止する方法もある。
Unbrako Engineering Guide SPSアンブラコ株式会社 2006/3/5K p.30
Nylon film is fused to the vicinity of the male screw tip of the hexagon socket head cap screw, Nylon is embedded by drilling on one side of the side near the male screw tip, Nylon in a shallow vertical groove on one side of the side near the male screw tip By filling the gap between the male screw and female screw to maintain the axial force for a long time, the method of embedding the screw, the method of baking powder resin around the outer periphery of the male screw tip, or the method of applying liquid resin to the outer periphery of the male screw tip There is also a way to stop it.
Unbrako Engineering Guide SPS Ambraco Corporation 2006/3 / 5K p. 30

エポキシ樹脂固着剤をマイクロカプセルに封入した液剤をボルトの長さ中央部外周の一部分(ねじのピッチ×5)に塗布し、ねじを締め付けることによってエポキシ樹脂固着剤が染み出してねじ山に固着する高固着力タイプでは20〜30時間後に実用強度まで硬化してロックし、速乾性タイプでは1〜2時間後に実用強度まで硬化・ロックし、同時にシールする方法もある。
THE HANDBOOK 2009 標準アクセサリ部品 鍋屋バイテック株式会社 pp.56,57
Apply a solution containing epoxy resin adhesive in microcapsules to a part of the outer circumference of the bolt center (screw pitch x 5), and tighten the screw to ooze out the epoxy resin adhesive and fix it to the thread. In the high adhesion type, there is a method of curing and locking to a practical strength after 20 to 30 hours, and in the quick-drying type, curing and locking to a practical strength after 1 to 2 hours, and simultaneously sealing.
THE HANDBOOK 2009 Standard Accessory Parts Nabeya Bi-Tech Co., Ltd. pp. 56,57

本願と同一の発明者にして出願人の出願による発明には、六角穴付きボルトの頭部とねじ部の2部品に変更・分離し、且つ、当該截頭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」の截頭円錐形穴あき底面・天面非平行傾斜円筒形キャップにして、その天側から六角穴付き截頭円錐形ヘッドおねじ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がある。
特願2009−121676(特許第4385307号)
The invention of the same inventor as the present application and the applicant's application includes changing the head into a two-part hexagon socket head bolt and a threaded part and separating the truncated conical perforated bottom inclined cylindrical cap. Is a "non-parallel spacing" in which the bottom surface is inclined with respect to the plane perpendicular to the axis and the height of the top surface is extended vertically upward from the lowest end of the inclined bottom surface to be lower than the parallel surface with respect to the inclined bottom surface. 2 piece 1 piece wedge lock cap with a structure that fits by inserting a hexagon socket headed conical head male screw from the top side into a truncated conical perforated bottom and top non-parallel inclined cylindrical cap There are bolts.
Japanese Patent Application No. 2009-121676 (Japanese Patent No. 4385307)

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」を使用することによって六角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って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 a bolt, even if it cannot be compared with the looseness of the nut, the "spring washer" can be rotated by hooking the claw of the "spring washer" cutting part on the bottom seating surface of the hexagon bolt head and the surface of the member to be fastened. In the method of preventing the spring, the elastic force of the “spring washer” is extremely small compared to 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ができない場合もあり、ボルト軸線方向の予張力による締結に期待してむやみにねじ部を長くすることは無駄になる場合もある。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。   Also, if the embedded length of the bolt screw part exceeds about three times the bolt diameter, even if it can be expected that an effective fastening effect can be expected, the screw part may not be lengthened unnecessarily. There is a case where it is useless to lengthen the threaded portion in expectation for fastening by the pre-tension. On the contrary, the length of about 3 times can be said to be the “boundary length” of whether to loosen or not loosen.

「0010」項に示したボルトの頭部とおねじ部を2分割した2部品1組のウェッジロックキャップボルトは、顕著な緩み止めを発揮するが、従来の冷間鍛造の製造工程の一部が変わるために、新たに鍛造金型およびそれに付帯する製造ラインの設備投資が必要になる。これほどの設備投資をせずにボルトの緩み止め、並びにそのボルトの緩み止めの技術を転用することで、標準のナット類を使用しつつ、軸直角方向からの振動などの外力によって、それらのナット類が緩まないようにする有効な手段が求められる。   The wedge lock cap bolt with one set of two parts in which the bolt head and male thread part shown in the section “0010” are divided into two parts exhibits remarkable locking, but part of the conventional cold forging manufacturing process is In order to change, a new forging die and an investment in the production line incidental to it will be required. By using the bolt locking technology and the bolt locking technology without investing so much equipment, these nuts can be used by external forces such as vibration from the direction perpendicular to the axis while using standard nuts. An effective means for preventing the nuts from loosening is required.

本発明は、このような従来のボルト類が軸直角方向の繰り返し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軸線方向に拘った緩み止め対策ではなく、ボルトのおねじ先端部の溝にはめ込んで撓む弾性体の弾性拡張に基づいた手段によって根本的に当該ボルト類並びにナット類の緩みを無くすことを目的とする。   According to the present invention, in contrast to the slack caused by repeated impacts or vibrations in the direction perpendicular to the axis of such conventional bolts, the slack according to the well-known innocent axial direction using the “spring washer” or “toothed washer”. The purpose is not to prevent the bolts but to loosen the bolts and nuts fundamentally by means based on the elastic expansion of an elastic body that is inserted into the groove at the tip end of the bolt and bends.

本発明は、上記の目的を達成するために、六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルトのおねじ部先端の中心軸に「ねじの呼び」の約0.173〜0.315倍相当寸法の直径の挿入孔dcおよび約0.7〜0.77倍相当の寸法の深さhで穿孔し、且つ溝の幅サイズはこれに嵌め合う「特製E形止め輪2」の厚みtに「ねじの呼びd」に対応する0.1〜0.5mmの数値を加えた幅の「真一文字の溝T」を当該挿入孔dcと同一深さに加工し、また当該「真一文字の溝T」にはJIS規格およびメーカー規格の「E形止め輪2a」の形体を角張らせた形体の「特製E形止め輪2」にして、そのE形付け根部側面にはおねじ端の「真一文字の溝T」中心の挿入孔dcに嵌め合う「山折りa」部または「半円曲げaa」部を設け、当該挿入口dcに沿わせて滑らせて挿入・嵌め合わせる構造にし、「特製E形止め輪2」の弾性拡張力で「ねじ込み・弛緩」の繰り返しに耐えられ、且つ「特製E形止め輪2」の外縁が弾性拡張力によっておねじのねじ込み締結相手のめねじの内径diに密着して、めねじ間との隙間を埋めて軸直角向きの継続する予圧力をボルトおねじ先端の「すり割り」を介して、おねじをロックする構造の六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルトにしている。   In order to achieve the above-mentioned object, the present invention provides about 0.173 to 0.00 of the “nominal number of screw” on the central axis of the male screw end of the hexagon socket head bolt, hexagon bolt, flanged hexagon bolt or square bolt. The diameter of the insertion hole dc equivalent to 315 times the diameter and the depth h corresponding to about 0.7 to 0.77 times the diameter of the groove, and the width of the groove fit into this "special E-shaped retaining ring 2" A “true-character groove T” having a width obtained by adding a numerical value of 0.1 to 0.5 mm corresponding to the “nominal diameter d” to the thickness t is machined to the same depth as the insertion hole dc. The "G-shaped groove T" is a "special E-shaped retaining ring 2" in which the shape of the "E-shaped retaining ring 2a" of the JIS standard and the manufacturer's standard is squared. The “mountain fold a” portion or “semicircle” that fits into the insertion hole dc at the center of the “groove T” ”Aa” part is provided, and is configured to be inserted and fitted along the insertion slot dc, and can withstand repeated “screwing / relaxation” with the elastic expansion force of “special E-shaped retaining ring 2”; The outer edge of the “special E-shaped retaining ring 2” is brought into close contact with the internal diameter di of the female screw to be screwed into the male screw by elastic expansion force, filling the gap between the female screws and maintaining a preload that is perpendicular to the axis. Hexagon socket head cap bolts, hexagon bolts, flanged hexagon bolts, or square bolts with a structure that locks the male screw through a “slot” at the end of the bolt male screw.

また、「請求項2」に示した「特製E形止め輪2」は、「ばね用鋼」あるいは「ばね用ステンレス鋼」を使用し、打ち抜き成形後に焼き入れ・焼き戻しの熱処理をして弾性力を持たせ、その先端側の最大外径を「ねじの呼び」M8〜M30に対応のねじの有効径deに0.16〜0.45mmを加えた寸法とし、E形付け根部の山折りa部または「半円曲げaa」部の方向に向けて尻窄まりテーパ角度約10度の直線部にすることによって締結時には撓みの弾性力を保持して外縁が相手めねじの内径diにねじピッチの山数3〜4山が密着する形体にし、その厚みを打ち抜き成形可能な厚みtとし、「山折りa」部または「半円曲げaa」部を挿入孔dcに沿わせて挿入・嵌め合わせて軟固定する「請求項1」の六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルトにしている。   The “special E-shaped retaining ring 2” shown in “Claim 2” uses “spring steel” or “stainless steel for spring” and is subjected to heat treatment such as quenching and tempering after punching and is elastic. Applying force, the maximum outer diameter on the tip side is the dimension obtained by adding 0.16 to 0.45 mm to the effective diameter de of the screw corresponding to “Nominal Thread” M8 to M30, and the E-shaped root folds In the direction of part a or “semi-circular bend aa”, the outer edge is screwed to the inner diameter di of the mating female screw while retaining the elastic force of bending at the time of fastening by forming a straight part with a taper angle of about 10 degrees. Form the shape in which three or four ridges of the pitch are in close contact, the thickness is set to a thickness t that can be stamped and formed, and the “mountain fold a” or “semicircle bend aa” part is inserted and fitted along the insertion hole dc. Hexagon socket head cap screw and hexagon bolt , It has been in flanged hex bolt or square bolt.

更には、六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいはちょうボルト自体の相手の「めねじ部材10」との緩み止めの他に「請求項3」における「植込みボルト3」やその他の「おねじ」においては、ねじ込む相手の「めねじ部材10」に代えて、「ばね座金」を使用せずに、当該「おねじ」に締結されるJIS規格標準の「六角ナット4」、「六角袋ナット5」あるいは「ちょうナット6」の緩みを防止する方法を含んでいる。   Furthermore, in addition to the loosening prevention of the hexagon socket head bolt, hexagon bolt, flanged hexagon bolt or butterfly bolt itself with the "female screw member 10", the "planting bolt 3" in "Claim 3" and other " In “male thread”, instead of using “female thread member 10” to be screwed in, without using “spring washer”, JIS standard “hex nut 4”, “hexagon” It includes a method for preventing loosening of the cap nut 5 "or" bow nut 6 ".

本願発明のE−EXTロックボルト、つまり締結によって撓んだ止め輪の弾性拡張による緩み止めボルトは、ボルトねじ部先端にすり割りを入れて、ばね用鋼あるいはばね用ステンレス鋼製の「特製E形止め輪2」を組み込んだ簡素な形体ながら、「ねじの有効径de」に0.16〜0.45mmを加えた外径寸法の「特製E形止め輪2」と締結時の相手めねじ「内径di」とのサイズ差による撓みの弾性拡張力によって軸直角方向の予圧力を保持し、その最大径外縁が「おねじ・めねじ」間の隙間を埋める効果同様の働きをして、ボルトねじ部先端の「すり割り」を介してボルトねじ部の回転を阻止してボルト自体の緩みを防止する。   The E-EXT lock bolt of the present invention, that is, a locking bolt by elastic expansion of a retaining ring bent by fastening, is provided with a slit at the tip of the bolt screw portion, and is made of “special E” made of spring steel or spring stainless steel. Despite having a simple shape that incorporates the retaining ring 2 ", the" special E-shaped retaining ring 2 "with an outer diameter of 0.16 to 0.45mm added to the" effective thread diameter de "and the mating female screw at the time of fastening The preload in the direction perpendicular to the axis is maintained by the elastic expansion force of the deflection due to the size difference from the “inner diameter di”, and the maximum diameter outer edge works in the same way as the effect of filling the gap between the “female screw / female screw”. The bolt screw part is prevented from rotating through “slit” at the tip of the bolt screw part to prevent the bolt itself from loosening.

本願発明「E−EXTロックボルト」の緩み止めの具体的な効果は、以下の(イ)〜(リ)迄の9項目を挙げることができる。先ず、(イ)六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルトの種類を問わずに緩み止め効果を発揮する。   Specific effects of the locking prevention of the present invention “E-EXT lock bolt” include the following nine items (A) to (I). First, (i) the effect of preventing loosening is exhibited regardless of the type of hexagon socket head cap screw, hexagon bolt, flanged hexagon bolt or square bolt.

(ロ)緩み止め効果は、ねじ込みトルクによる軸線方向の予張力あるいはエポキシ系接着剤の接着固定並びにナイロンフィルムをねじ山の一部に融着する方法には依存せず、「特製E形止め輪2」の弾性拡張力による緩み止めであり、ボルトをきつく締めなくても緩み止め効果を発揮する。 (B) The loosening prevention effect does not depend on the axial pre-tension due to the screwing torque or the adhesive fixing of the epoxy adhesive and the method of fusing the nylon film to a part of the thread. 2 ”is an anti-loosening by elastic expansion force, and exhibits the anti-loosening effect without tightening the bolts.

(ハ)ボルトのねじ込み・弛緩の繰り返し着脱に耐え、しかも緩み止め効果が経年劣化しない。 (C) Withstands repeated screwing and loosening of bolts, and the anti-loosening effect does not deteriorate over time.

(ニ)当然に、ばね座金を必要とせず、被締結部材9の表面を傷つけない目的で平座金8を使用しても緩み止め効果を発揮する。 (D) Naturally, a spring washer is not required, and even if the flat washer 8 is used for the purpose of not damaging the surface of the fastened member 9, the effect of preventing loosening is exhibited.

(ホ)植込みボルト3の植込み側の「緩み止め」は勿論のこと、ナット側においても、おねじの「すり割り」側の奥に「ダブル下ナット4a」として標準の六角ナットをねじ込み、それに重ねた標準の六角ナットを「上ナット」にすることでおねじの強度を減じることがなく、しかも「上ナット」が緩み止め効果を発揮して「ダブル下ナット4a」の緩みも防止する。 (E) In addition to “locking prevention” on the implanted side of the implanted bolt 3, a standard hexagonal nut is screwed into the inner side of the “slot” side of the male screw as a “double lower nut 4 a” By replacing the stacked standard hexagon nut with the “upper nut”, the strength of the external thread is not reduced, and the “upper nut” exhibits a loosening prevention effect and prevents the “double lower nut 4a” from being loosened.

(ヘ)この植込みボルトにおいては、「ホ」項の六角ナット4は言うまでもなく袋ナット5あるいはちょうナット6の使用でも緩み止め効果を発揮する。 (F) In this stud bolt, the use of the cap nut 5 or butterfly nut 6 as well as the hexagonal nut 4 in the section “e” exhibits a loosening prevention effect.

(ト)「特製E形止め輪2」の打ち抜き成形加工設備を除けば、製造設備の投資金額が少なくて済み、しかも「特製E形止め輪2」はボルトの長さの制約を受けずボルトの呼び毎の一種類を使用することで足りる。 (G) Except for the punching and forming equipment for “Special E-type retaining ring 2”, the investment amount of the manufacturing equipment can be small, and “Special E-type retaining ring 2” is not limited by the bolt length. It is sufficient to use one type per call.

(チ)「特製E形止め輪2」の打ち抜き成形加工は、現行JIS規定の「E形止め輪2a」製造の工業技術基盤が整っており、「E形止め輪2a」製造のバリエーションに加えることで済む。 (H) The stamping process of “special E-shaped retaining ring 2” has an industrial technical base for manufacturing “E-shaped retaining ring 2a” stipulated by the current JIS regulations. That's it.

(リ)ボルトの強度は、ナットにみられるピッチ山数6山でカバーできることから、ボルトの首下に「ねじの呼び」のねじ外径相当長さの「完全ねじ部」を具備していれば、「完全ねじ長+すり割り深さ」の長さのボルト先端「すり割り」がボルトの「引張り強度」に全く影響を与えることはない。具体例として、M10のボルト先端のすり割り深さが8mmの場合、本願発明のボルトの最小長さを18mm以上にすればよく、切りのよい長さとしてはM10×20以上のボルトに適用できる。 (Li) Since the bolt strength can be covered with the number of pitch ridges found on the nut, it is necessary to provide a “complete thread” with a length equivalent to the outer diameter of the screw called “Nominal Thread” below the neck of the bolt. For example, a bolt tip “slot” having a length of “complete screw length + slot depth” does not affect the “tensile strength” of the bolt at all. As a specific example, when the slit depth of the bolt tip of M10 is 8 mm, the minimum length of the bolt of the present invention may be 18 mm or more, and a good cutting length can be applied to a bolt of M10 × 20 or more. .

ねじの呼び相当の「ねじ外径d」を全ねじボルトのねじ長として、その引張り強度率を100%とした場合、「すり割り深さh」相当部分の全ねじボルトの引張り強度率は、図11に示す77.4〜90.1%になり、ねじの呼びM8〜M30の9サイズの平均値が85.8%になる。「ねじ外径d」に「すり割り深さh」を加えた長さの「全ねじ長L」の場合は、「すり割り深さh」部の平均引張り強度率85.8%が「おまけ」であって、ボルトの「引張り強度」に全く影響を与えないことを示している。   Assuming that the "screw outer diameter d" corresponding to the nominal size of the screw is the screw length of the entire screw bolt and the tensile strength ratio is 100%, the tensile strength ratio of the entire screw bolt corresponding to the "slot depth h" is It becomes 77.4-90.1% shown in FIG. 11, and the average value of 9 sizes of the nominal numbers M8-M30 of the screw is 85.8%. In the case of “total thread length L”, which is a length obtained by adding “slot depth h” to “screw outer diameter d”, the average tensile strength ratio 85.8% of “slot depth h” is “bonus” ", Which shows no influence on the" tensile strength "of the bolt.

以下、本発明「E−EXTロックボルト」の実施の形態を図1〜図11に基づいて説明する。なお、JIS規定のボルトの各部寸法は、呼びdにほぼ比例していることから、呼びM10を基準としてボルト先端部および「特製E形止め輪2」各部の所要寸法比を割り出し、近似サイズのJIS規定の「E形止め輪2a」の現物を使用して弾性拡張力を調整・確認している。図1は、本発明のすり割り付き六角穴付きボルト、六角ボルトおよび四角ボルト並びに「特製E形止め輪2」の組立前状態と組立後の状態を見取図にして示している。   Hereinafter, embodiments of the “E-EXT lock bolt” of the present invention will be described with reference to FIGS. Since the dimensions of each part of the bolts specified by JIS are almost proportional to the nominal d, the required dimension ratios of the bolt tip and each part of the “special E-shaped retaining ring 2” are calculated based on the nominal M10. The elastic expansion force is adjusted and confirmed using the actual JIS-designated “E-type retaining ring 2a”. FIG. 1 shows a pre-assembly state and a post-assembly state of a slotted hexagon socket head cap screw, hexagon bolt and square bolt, and “special E-shaped retaining ring 2” according to the present invention.

自動製造装置で組立てるときには、「特製E形止め輪2」の開口部幅を超えない外径寸法の「押し込み治具」を使用して「特製E形止め輪2」の「山折りa」部または「半円曲げaa」部を「真一文字溝の幅T」のすり割りの深さと同等の深さの挿入孔dcに沿わせて挿入できる。「山折りa」部または「半円曲げaa」部は、挿入孔dcの奥に軟固定された状態では「特製E形止め輪2」の正常な姿勢を保持する役目をする。 When assembling with an automatic manufacturing device, use the “pushing jig” with an outer diameter that does not exceed the opening width of the “special E-shaped retaining ring 2”. Alternatively, the “semicircular bend aa” portion can be inserted along the insertion hole dc having a depth equivalent to the depth of the slit of “the width T of the straight groove”. The “mountain fold a” portion or the “semi-circular bend aa” portion serves to maintain the normal posture of the “special E-shaped retaining ring 2” when being softly fixed to the back of the insertion hole dc.

また、「特製E形止め輪2」は、相手めねじの「内径di」の先端山幅がおねじの外径部の山幅よりも1.25倍の幅で平になっていることから、これに接触する相手めねじの「内径di」に食い込むような「齧り」を生じることがない。しかし、その内径の山幅は、サイズM8で0.195mm、M10で0.234mm、M12で0.273、M14とM16で0.312mmであり比較的小さいサイズのM8やM10にあっては安全カミソリ薄刃の厚み0.1mmの約2倍程度のために、また、一般的にめねじのねじ山が鏡面仕上げほどのツルツルな平滑仕上げにはなっていないので、締結時には潤滑剤の使用が推奨される。 In addition, the “special E-shaped retaining ring 2” is flat because the tip crest width of the “inner diameter di” of the mating female screw is 1.25 times the crest width of the outer diameter portion of the male screw. In addition, there is no occurrence of “bending” that bites into the “inner diameter di” of the mating female screw that contacts this. However, the peak width of the inner diameter is 0.195 mm for size M8, 0.234 mm for M10, 0.273 for M12, 0.312 mm for M14 and M16, and it is safe for relatively small sizes of M8 and M10. Since the thickness of the razor blade is about twice the thickness of 0.1 mm, and the thread of the female thread is not generally as smooth and smooth as the mirror finish, it is recommended to use a lubricant when fastening Is done.

図2は、呼びM10の六角穴付きボルトに「特製E形止め輪2」を組み込んだ状態の側面図を示し、図3は呼びM10の六角ボルトの場合の例を示している。   FIG. 2 shows a side view of a state in which the “special E-shaped retaining ring 2” is incorporated in a hexagon socket head cap screw of nominal size M10, and FIG. 3 shows an example of a hexagon bolt of nominal size M10.

図4は、「特製E形止め輪2」およびJIS規定の「E形止め輪2a」との比較図を示している。本願発明品の試作時にJIS規定の「E形止め輪2a」を使用してテストしてみたが、「E形止め輪2a」の使用目的とは異なっていて、その外形が円形のために弾性拡張による相手めねじの「内径di」とは一点接触であり、しかも弾性拡張力の不足で良好な緩み止め効果が得られなかった。テスト後に正確無比のCADを使用して図4の形状に設計し、焼き入れ・焼き戻しの熱処理済み「ばね用鋼板」をミニルータのマイクロ円形砥石で削り加工した試作品を使用した結果は良好な緩み止め効果が得られた。   FIG. 4 shows a comparison diagram between the “special E-shaped retaining ring 2” and the JIS-defined “E-shaped retaining ring 2a”. The prototype of the product of the present invention was tested using the “E-type retaining ring 2a” defined by JIS, but it was different from the intended use of the “E-shaped retaining ring 2a” and its outer shape was circular and elastic. The "inner diameter di" of the mating female screw due to expansion is a one-point contact, and a good anti-loosening effect cannot be obtained due to insufficient elastic expansion force. The result of using a prototype that was designed in the shape of Fig. 4 using an unmatched CAD after the test, and that was made by heat-treating the heat-treated "spring steel plate" that had been quenched and tempered with a micro-circular grindstone of a mini router. A loosening prevention effect was obtained.

図5は、「植込みボルト3」の植込み側・ナット側の双方に「すり割り」を加工し、「特製E形止め輪2」を嵌め込み、標準品の六角ナット4をダブルナットにして「平座金7」を使用した実施例、「ダブル下ナット4a」に「袋ナット5」を重ねたダブル袋ナットの実施例および「ちょうナット6」の実施例を示している。「ちょうナット6」の場合、ねじ込みトルクの約20倍に達する軸線方向の予張力とは無関係な「特製E形止め輪2」の弾性拡張力による軸直角向きの予圧力の突っ張りで相手のめねじ「内径di」とねじピッチの山数「3〜4山」の複数位置の接触でロックし、手回しで着脱できるが、軸直角振動によってでは全く緩まない抜群の「緩み止め効果」発揮には「試作・実験」のプロセスでの結果を評価する限り、大いに満足できる。   Fig. 5 shows that "slots" are machined on both the implantation side and nut side of the "planting bolt 3", the "special E-shaped retaining ring 2" is fitted, and the standard hexagonal nut 4 is made into a double nut. The embodiment using the washer 7, the embodiment of the double cap nut in which the “cap nut 5” is stacked on the “double lower nut 4 a”, and the embodiment of the “bow nut 6” are shown. In the case of “Cut Nut 6”, the pre-tensioning of the pre-pressure in the direction perpendicular to the axis due to the elastic expansion force of the “special E-shaped retaining ring 2” that is unrelated to the axial pre-tension, which reaches about 20 times the screwing torque, Locked by contact at multiple positions of the screw “inner diameter di” and the thread pitch crest “3-4 crests”, and can be attached and detached by hand, but it does not loosen at all by the right angle vibration. As long as we evaluate the results of the “prototype / experiment” process, we are very satisfied.

ところで、ねじの呼びの大小を問わず、ボルトの「谷」およびナット内径の「山」共に鋭角の三角突起ではなく、それらの頂点部が若干平らになっていて「特製E形止め輪2」がナットの「内径di」に密着するときに鋭利な刃先の刃物で物を切るような「食い込み」はないものの、滑らかな「ねじ込み」を期待して潤滑油を塗布すると期待に反しない滑らかな「ねじ込み」となる。しかし、潤滑油を塗布したにも拘わらず、締結後には潤滑に寄与した「特製E形止め輪2」と相手めねじ「内径di」との接触部の油膜が切れて「特製E形止め輪2」の滑りがない弾性拡張によるロック状態になり、おねじ・めねじ双方の緩みが防止される。この事実は、本願発明の特筆に値する「緩み止め」効果と言える。   By the way, regardless of the nominal size of the screw, both the “valley” of the bolt and the “mountain” of the inner diameter of the nut are not sharp triangular protrusions, but their apexes are slightly flat, and “special E-shaped retaining ring 2” Although there is no “biting” that cuts an object with a sharp blade edge when it is in close contact with the “inner diameter di” of the nut, applying a lubricant to expect a smooth “screwing” will not be contrary to expectations. “Screw”. However, despite the fact that the lubricating oil was applied, the oil film at the contact portion between the “special E-shaped retaining ring 2” that contributed to lubrication and the mating female thread “inner diameter di” was cut off after the fastening, and the “special E-shaped retaining ring” It becomes a locked state by elastic expansion without slipping of “2”, and loosening of both the male screw and the female screw is prevented. This fact can be said to be a “loosening prevention” effect worthy of special mention of the present invention.

図6は、ねじの呼びに対応する「特製E形止め輪2」の設計に必要なねじの「有効径de」・めねじの「内径di」のデータを記してあり、前出図5および後出図7〜図10迄の設計図の基礎資料としてグラフ化してある。「特製E形止め輪2」の最大外径値としてねじの呼び毎に異なる「有効径に加える寸法」として0.16〜0.45mmの値も調査して載せてある。   FIG. 6 shows the data of the “effective diameter de” and the “inner diameter di” of the female thread necessary for the design of the “special E-shaped retaining ring 2” corresponding to the nominal size of the screw. It is graphed as basic data for the design drawings shown in FIGS. A value of 0.16 to 0.45 mm as a “dimension to be added to the effective diameter” as a maximum outer diameter value of the “special E-shaped retaining ring 2”, which is different for each nominal diameter of the screw, is also investigated and listed.

図7は、ねじの呼びに対応する「特製E形止め輪2」の図面に必要な「保持脚の幅W」と「板厚t」、「真一文字溝の幅T」のすり割りおよびボルト先端の「すり割り」の深さと同等の「挿入孔dc」を図と対照させて記してある。   FIG. 7 shows the slits and bolts of “holding leg width W”, “plate thickness t”, “true-character groove width T” necessary for the drawing of “special E-shaped retaining ring 2” corresponding to the designation of the screw. An “insertion hole dc” equivalent to the depth of the “slot” at the tip is shown in contrast to the drawing.

図8は、ねじの呼びがほぼ比例することから、基準値として呼びM10をモデルに所要寸法を算出し、尺度4:1で標準図に図面化してある。   In FIG. 8, since the nominal size of the screw is almost proportional, the required dimensions are calculated using the nominal value M10 as a model as a reference value, and plotted in a standard diagram with a scale of 4: 1.

図9は、ねじの呼びM8・M10・M12・M14・M16およびM20の6サイズをピックアップして図面化し、図10は、ねじの呼びM22・M24およびM30の3サイズをピックアップして図面化した。その他の「呼び」のものについては、ほぼ比例関係にあるために省略した。図10には、引張り強度率100%の全ねじ長Lおよびすり割り深さh部の引張り強度率(%)の図表を載せた。   9 picks up and draws six sizes of screw nominals M8, M10, M12, M14, M16 and M20, and FIG. 10 picks up and plots three sizes of screw nominals M22, M24 and M30. . Other “nominal” items are omitted because they are almost proportional. FIG. 10 is a chart of the total thread length L with a tensile strength rate of 100% and the tensile strength rate (%) of the part with a depth of h.

また、ねじの呼び毎の「特製E形止め輪2」の板厚tは、JIS規定の「E形止め輪2a」の製造実績のある打ち抜き成形可能な「板厚t」の実施例に準拠して定めてあり、E形根元部に「挿入孔dc」に嵌め合う山折りaまたは半径曲げaaを設けてあることにより、「挿入孔dc」に沿わせて押し入れて軟固定することができる。また、この山折りaまたは半径曲げaaは、「特製E形止め輪2」のセット状態における正常な姿勢保持の働きをする。   In addition, the plate thickness t of the “special E-type retaining ring 2” for each nominal thread size is in accordance with the “plate thickness t” example of “sheet thickness t” that can be stamped and formed with the manufacturing results of the “E-type retaining ring 2a” of JIS. Since the E-shaped root portion is provided with a mountain fold a or a radial bend aa that fits into the “insertion hole dc”, it can be pushed in along the “insertion hole dc” and softly fixed. . Further, this mountain fold a or radius bend aa serves to maintain a normal posture in the set state of the “special E-shaped retaining ring 2”.

本発明の弾性止め輪による緩み止めボルトの構造および組立状態の見取図Structure of assembled locking bolt with elastic retaining ring of the present invention and sketch of assembly state 本発明の六角穴付きボルトにおける実施例の側面図The side view of the Example in the hexagon socket head bolt of this invention 本発明の六角ボルトにおける実施例の側面図Side view of the embodiment of the hexagon bolt of the present invention 本発明の特製E形止め輪とJIS規定E形止め輪の比較図Comparison of special E-type retaining ring of the present invention and JIS standard E-type retaining ring 植込みボルトに締結されたちょうナット・六角ナットおよび袋 ットの緩み止め実施例の見取図Outline drawing of examples of loosening prevention of nuts, hex nuts and cap nuts fastened to studs ねじの呼び対応特製E形止め輪の外径の基礎となるねじの有効径・めねじ内径および有効径に加算する数値およびその図表Nominal number of screw to be added to the effective diameter / internal diameter and effective diameter of the screw that is the basis of the outer diameter of the special E-shaped retaining ring 特製E形止め輪およびボルト端部の寸法図Dimensional drawing of special E-type retaining ring and bolt end 呼びM10を基準にした特製E形止め輪並びに相手めねじ内径の詳細寸法図Detailed dimensional drawing of special E-shaped retaining ring and mating female thread inner diameter based on nominal M10 呼びM8〜M20用特製E形止め輪の寸法図Dimensional drawing of special E type retaining ring for nominal M8 ~ M20 呼びM22〜M30用特製E形止め輪の寸法図Dimensional drawing of special E type retaining ring for nominal M22 to M30 引張り強度率100%の全ねじ長(L)およびすり割り深さh部の引張り強度率(%)の図表Chart of total thread length (L) with a tensile strength factor of 100% and tensile strength factor (%) at the parting depth h

1 おねじ
2 特製E形止め輪
2a JIS規定のE形止め輪
3 植込みボルト
4 六角ナット
4a ダブル下ナット
5 袋ナット
6 ちょうナット
7 めねじ
8 平座金
9 被締結部材
10 めねじ部材
B めねじの内径の歯幅
L ボルトの全ねじの長さ
T 真一文字溝の幅
W 特製E形止め輪の背部の幅
a 山折り
aa 半径曲げ
b めねじの谷の歯幅
d ねじの呼びおよびおねじの外径
da おねじの谷径
de ねじの有効径
di めねじの内径
h ボルト先端の真一文字状「すり割り」の深さ
t 特製E形止め輪の板厚
1 Male thread 2 Special E-type retaining ring 2a JIS-designated E-type retaining ring 3 Stud bolt 4 Hexagon nut 4a Double lower nut 5 Cap nut 6 Bow nut
7 Female thread 8 Plain washer 9 Fastened member
10 Female thread member
B Internal tooth width of internal thread
L Length of all bolts
T Width of straight groove W Width of back of special E-shaped retaining ring
a Mountain fold aa Radial bend b Female thread root tooth width d Thread nominal diameter and male thread outer diameter da Male thread root diameter de Effective thread diameter di Female thread inner diameter h ”Depth t Special E-type retaining ring plate thickness

Claims (3)

六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルトのおねじ部先端の中心軸に「ねじの呼び」の約0.173〜0.315倍相当寸法の直径の挿入孔(dc)および約0.7〜0.77倍相当の寸法の深さ(h)で穿孔し、且つ溝の幅サイズはこれに嵌め合う「特製E形止め輪(2)」の厚み(t)に「ねじの呼び(d)」に対応する0.1〜0.5mmの数値を加えた幅の「真一文字の溝(T)」を当該挿入孔(dc)と同一深さに加工し、また当該「真一文字の溝(T)」にはJIS規格およびメーカー規格の「E形止め輪(2a)」の形体を角張らせた形体の「特製E形止め輪(2)」にして、そのE形付け根部側面にはおねじ端の「真一文字の溝(T)」中心の挿入孔(dc)に嵌め合う「山折り(a)」部または「半円曲げ(aa)」部を設け、当該挿入口(dc)に沿わせて滑らせて挿入・嵌め合わせる構造にし、「特製E形止め輪(2)」の弾性拡張力で「ねじ込み・弛緩」の繰り返しに耐えられ、且つ「特製E形止め輪(2)」の外縁が弾性拡張力によっておねじのねじ込み締結相手のめねじの内径(di)に密着して、めねじ間との隙間を埋めて軸直角向きの継続する予圧力をボルトおねじ先端の「すり割り」を介して、おねじをロックする構造の六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルト。   An insertion hole (dc) having a diameter equivalent to about 0.173 to 0.315 times the "nominal diameter of the screw" on the center axis of the end of the male threaded portion of the hexagon socket head bolt, hexagon head bolt, flange head hexagon bolt or square bolt Perforated at a depth (h) corresponding to a dimension equivalent to about 0.7 to 0.77 times, and the width of the groove is set to the thickness (t) of the “special E-shaped retaining ring (2)” that fits into the “screw” A “true groove (T)” with a width of 0.1 to 0.5 mm corresponding to “Nominal (d)” is processed to the same depth as the insertion hole (dc). The "E-shaped retaining ring (2)" in the shape of the "E-shaped retaining ring (2a)" of the JIS standard and the manufacturer's standard is used as the "E-shaped retaining ring (2)". “Mountain fold (a)” that fits into the insertion hole (dc) in the center of the “groove (T)” of the single letter on the side of the root Alternatively, a “semi-circular bend (aa)” portion is provided, and a structure that is slid along the insertion opening (dc) to be inserted and fitted, and is “screwed in” by the elastic expansion force of the “special E-shaped retaining ring (2)”.・ It can withstand repeated “relaxation” and the outer edge of “special E-shaped retaining ring (2)” is brought into close contact with the inner diameter (di) of the female screw to be fastened with the external expansion force. Hexagon socket head cap screw, hexagon bolt, flanged hexagon bolt or square bolt with a structure that locks the male screw via a "slit" at the tip of the bolt male screw. 「請求項1」における「特製E形止め輪(2)」は、「ばね用鋼」あるいは「ばね用ステンレス鋼」を使用し、打ち抜き成形後に焼き入れ・焼き戻しの熱処理をして弾性力を持たせ、その先端側の最大外径を「ねじの呼び」M8〜M30に対応のねじの有効径(de)に0.16〜0.45mmを加えた寸法とし、E形付け根部側面の山折り(a)部または「半円曲げ(aa)」部の方向に向けて尻窄まりテーパ角度約10度の直線部にすることによって締結時には撓みの弾性力を保持して外縁が相手めねじの内径(di)にねじピッチの山数3〜4山が密着する形体にし、その厚みを打ち抜き成形可能な厚み(t)とし、「山折り(a)」部または「半円曲げ(aa)」部を挿入孔(dc)に沿わせて挿入・嵌め合わせて軟固定する「請求項1」の六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルト。 The “special E-shaped retaining ring (2)” in “Claim 1” uses “spring steel” or “stainless steel for spring”, and is subjected to heat treatment of quenching and tempering after punching and forming an elastic force. The maximum outer diameter at the tip side is the dimension obtained by adding 0.16 to 0.45 mm to the effective diameter (de) of the screw corresponding to “Nominal Thread” M8 to M30. By forming a straight portion with a taper angle of about 10 degrees toward the direction of the fold (a) or “semicircular bend (aa)”, the outer edge is a female screw while retaining the elastic force of bending at the time of fastening. 3 to 4 threads of the screw pitch are in close contact with the inner diameter (di) of the steel sheet, and the thickness is set to a thickness (t) that can be stamped and formed, and the “mountain fold (a)” portion or “semi-circular bending (aa)” ”Part is inserted and fitted along the insertion hole (dc) and softly fixed. Hexagon socket head bolts of 1 ", hexagonal bolt, flanged hexagonal bolts or square volts. 「請求項1」における六角穴付きボルト、六角ボルト、フランジ付き六角ボルトあるいは四角ボルト自体の相手の「めねじ部材(10)」との緩み止めの他に、植込みボルト(3)やその他の「おねじ」のナット側においては、ねじ込む相手の「めねじ部材(10)」に代えて、「ばね座金」を使用せずに、当該「おねじ」に締結されるJIS規格標準の六角ナット(4)、六角袋ナット(5)あるいはちょうナット(6)の緩みを防止する方法。   In addition to preventing loosening of the hexagon socket head bolt, hexagon bolt, flanged hexagon bolt or square bolt itself with the "female thread member (10)" in "Claim 1", the implanted bolt (3) and other " On the nut side of the male thread, instead of using a “female thread member (10)” to be screwed in, a “JIS standard hexagonal nut (fastened to the male thread” without using a “spring washer” ( 4) A method for preventing loosening of the hexagonal cap nut (5) or the wing nut (6).
JP2009274214A 2009-11-04 2009-12-02 E-ext lock bolt Pending JP2011117504A (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
JP2009252724 2009-11-04
JP2009252724 2009-11-04
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102248232A (en) * 2011-07-06 2011-11-23 中煤张家口煤矿机械有限责任公司 Special cutter for processing external thread of shaped bolt and processing method thereof
CN104791352A (en) * 2015-05-07 2015-07-22 祝建飞 Looseness preventing fastener
CN109322898A (en) * 2018-12-07 2019-02-12 浙江盛世瑞金紧固件有限公司 A kind of check bolt
CN113431968A (en) * 2021-05-07 2021-09-24 王锁成 Threaded flange

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102248232A (en) * 2011-07-06 2011-11-23 中煤张家口煤矿机械有限责任公司 Special cutter for processing external thread of shaped bolt and processing method thereof
CN102248232B (en) * 2011-07-06 2013-01-09 中煤张家口煤矿机械有限责任公司 Special cutter for processing external thread of shaped bolt and processing method thereof
CN104791352A (en) * 2015-05-07 2015-07-22 祝建飞 Looseness preventing fastener
CN109322898A (en) * 2018-12-07 2019-02-12 浙江盛世瑞金紧固件有限公司 A kind of check bolt
CN109322898B (en) * 2018-12-07 2024-02-06 浙江盛世瑞金紧固件股份有限公司 Lock bolt
CN113431968A (en) * 2021-05-07 2021-09-24 王锁成 Threaded flange
CN113431968B (en) * 2021-05-07 2023-11-17 无锡艾尔特石化机械有限公司 Screw thread flange

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