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JP2019184074A - Screw body engineering method - Google Patents

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JP2019184074A
JP2019184074A JP2019144116A JP2019144116A JP2019184074A JP 2019184074 A JP2019184074 A JP 2019184074A JP 2019144116 A JP2019144116 A JP 2019144116A JP 2019144116 A JP2019144116 A JP 2019144116A JP 2019184074 A JP2019184074 A JP 2019184074A
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thread
screw body
angle
verification
male screw
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JP6766929B2 (en
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裕 道脇
Yutaka Michiwaki
裕 道脇
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Nejilaw Inc
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Abstract

【課題】例えば、リード角及び/又はリード方向が相異なる二種類の螺旋溝を重畳形成して成る雄ねじ体において、締結力を高度に維持する。【解決手段】雄ねじ体10は、軸部12と、軸部12の周面に形成され、適宜のリード角及び/又はリード方向に設定される第一螺旋溝14と、上記第一螺旋溝14とリード角及び/又はリード方向が相異なるリード角及び/又はリード方向に設定される第二螺旋溝15と、を備えるようにし、第一螺旋溝14と第二螺旋溝15が重畳形成されることで創出されるねじ山Gの頂部から谷に向かって延在する一対の斜面の成す山角度を61°以上且つ75°以下に設定する。【選択図】図9For example, in a male screw body formed by superposing two types of spiral grooves having different lead angles and / or lead directions, a high fastening force is maintained. A male screw body (10) includes a shaft portion (12), a first spiral groove (14) formed on a peripheral surface of the shaft portion (12), and having an appropriate lead angle and / or lead direction, and the first spiral groove (14). And a second spiral groove 15 whose lead angle and / or lead direction are set to different lead angles and / or lead directions. The first spiral groove 14 and the second spiral groove 15 are formed so as to overlap with each other. The thread angle formed by the pair of slopes extending from the top to the valley of the thread G created by the above is set to 61 ° or more and 75 ° or less. [Selection diagram] FIG.

Description

本発明は、特殊なねじ山構造と、この特殊なねじ山構造を有する雄ねじ体と雌ねじ体と、この特殊なねじ山並びにこの特殊なねじ山を有するねじ体の設計方法に関する。   The present invention relates to a special screw thread structure, a male screw body and a female screw body having the special screw thread structure, a special screw thread, and a design method of the screw body having the special screw thread.

締結構造の一つとして、ボルト等の所謂雄ねじ体と、ナット等の所謂雌ねじ体を用いるものが存在する。このねじ体による締結構造に関して、一つの雄ねじ体に対して、リード角及び/又はリード方向が相異なる二種類の螺旋溝(例えば右螺旋溝による雄ねじ部と左螺旋溝による雄ねじ部)を形成し、この二種類の螺旋溝に対して、ダブルナットの如く、二種類の雌ねじ体(例えば右雌ねじ体と左雌ねじ体)を別々に螺合させるものがある。何らかの係合手段により、二種類の雌ねじ体の相対回転を抑止すれば、リード角及び/又はリード方向が相異なることによる軸方向干渉作用又は軸方向離反作用により、雄ねじとの間で機械的な緩み止め効果を提供できる(特許文献1参照)。   As one of the fastening structures, there is one using a so-called male screw body such as a bolt and a so-called female screw body such as a nut. With regard to the fastening structure using this screw body, two types of spiral grooves (for example, a male screw portion by a right spiral groove and a male screw portion by a left spiral groove) having different lead angles and / or lead directions are formed on one male screw body. In some cases, two types of female threaded bodies (for example, a right female threaded body and a left female threaded body) are screwed separately into the two types of spiral grooves, such as a double nut. If the relative rotation of the two types of female screw bodies is suppressed by some engagement means, mechanical interference with the male screw is caused by the axial interference action or the axial separation action caused by different lead angles and / or lead directions. A locking effect can be provided (see Patent Document 1).

特許5406168号公報Japanese Patent No. 5406168

一般的にねじ山の角度は、メートル並目ねじ・メートル細目ねじの場合は60°、ユニファイ並目ねじ・ユニファイ細目ねじの場合は60°、ウィット並目ねじの場合は55°、ミニチュアねじの場合は60°となっているが、その角度に関する理論的な根拠は必ずしも明確ではない。   Generally, the thread angle is 60 ° for metric coarse threads and metric fine threads, 60 ° for unified coarse threads and unified fine threads, 55 ° for wit coarse threads, and miniature screws. In this case, the angle is 60 °, but the theoretical basis for the angle is not always clear.

本発明者による本出願時点で未公知の膨大な量の実験による知見では、例えば、メートル並目の雄ねじ及び雌ねじを螺合させて、両者を軸方向に離反させると、軸部は破断せずに、雄ねじのねじ山が変形若しくは剪断することで締結が解除されてしまう(ここでは「ねじ山崩れ形態」と定義する)結果となることが少なくない。つまり、雄ねじの軸部自体が破断する状態(これを「軸破断形態」と定義する)が得られないことが有るのである。換言すると、従来の設計思想の場合、雄ねじの軸部の引張強度が過剰となっているか、又は、雄ねじの軸部と比較してねじ山の強度が低いと考え得る。このように、従来のねじ体の規格やねじ設計思想では、高い締結力を確保するという要求が満たされていない。   According to the knowledge of a huge amount of experiments unknown at the time of the present application by the present inventor, for example, when the male screw and female screw of a metrical size are screwed together and both are separated in the axial direction, the shaft portion does not break. In addition, the screw thread of the male screw is deformed or sheared, so that the fastening is released (herein, defined as “screw thread collapse configuration”). That is, there is a case where the shaft portion of the male screw itself is not ruptured (this is defined as “shaft rupture mode”). In other words, in the case of the conventional design concept, it can be considered that the tensile strength of the shaft portion of the male screw is excessive or the strength of the screw thread is lower than that of the shaft portion of the male screw. As described above, the standard and the screw design concept of the conventional screw body do not satisfy the requirement of securing a high fastening force.

特に、特許5406168号公報に開示されるような、二種類の螺旋溝が軸方向に重なるように形成される雄ねじ体の場合、この雄ねじのねじ山に負荷を印加した際に発生する荷重密度が大きくなり易く、従って、ねじ山側の強度が不足気味の従来のねじ設計思想をそのまま適用したのでは、ねじ山側の強度不足が生じ得るという問題がある。   In particular, in the case of a male screw body formed so that two types of spiral grooves overlap in the axial direction as disclosed in Japanese Patent No. 5406168, the load density generated when a load is applied to the thread of this male screw is Therefore, if the conventional screw design concept that is insufficient in the strength on the thread side is applied as it is, there is a problem that the strength on the thread side may be insufficient.

本発明は、上記問題点に鑑みて本発明者の鋭意研究により成されたものであり、例えば、リード角及び/又はリード方向が相異なる二種類のねじ構造を有するねじ体において、締結力を高度に維持する為の技術思想を提供することを目的とする。   The present invention has been made by the inventors' diligent research in view of the above problems. For example, in a screw body having two types of screw structures with different lead angles and / or lead directions, the fastening force is The purpose is to provide technical ideas for maintaining a high level.

上記目的を達成する本発明は、軸部と、上記軸部の周面に形成され、適宜のリード角及び/又はリード方向に設定される第一螺旋溝と、上記軸部の周面に形成され、上記リード角及び/又はリード方向に対して相異なるリード角及び/又はリード方向に設定される第二螺旋溝と、を備え、上記第一螺旋溝と上記第二螺旋溝とが、上記軸部の軸方向における同一領域上に重畳形成されることで条状に形成されるねじ山部を有し、上記ねじ山部は、上記軸方向に沿う断面を軸直交方向視する際において、該ねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が61°以上且つ75°以下に設定されることを特徴とする雄ねじ体である。   The present invention that achieves the above object is formed on the shaft, the first spiral groove formed on the peripheral surface of the shaft, and set in an appropriate lead angle and / or lead direction, and the peripheral surface of the shaft A second spiral groove set in a different lead angle and / or lead direction with respect to the lead angle and / or lead direction, and the first spiral groove and the second spiral groove are When having a thread part formed in a strip shape by being superimposed on the same region in the axial direction of the shaft part, the thread part, when viewing the cross section along the axial direction in the direction orthogonal to the axis, The male screw body is characterized in that a mountain angle formed by a pair of slopes extending from the top of the screw thread toward the valley is set to 61 ° or more and 75 ° or less.

前記雄ねじ体に関連して、前記山角度が73°以下に設定されることを特徴とする。   In relation to the male screw body, the crest angle is set to 73 ° or less.

前記雄ねじ体に関連して、前記山角度が65°以上に設定されることを特徴とする。   In relation to the male screw body, the crest angle is set to 65 ° or more.

前記雄ねじ体に関連して、前記山角度が、70°±3°の範囲に設定されることを特徴とする。   In relation to the male screw body, the crest angle is set in a range of 70 ° ± 3 °.

上記目的を達成する本発明は、雌ねじ部を有し、該雌ねじ部を構成する雌ねじ山部は、軸方向に沿う断面における軸直交方向視において、該雌ねじ部のねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が61°以上75°以下に設定されることを特徴とする雌ねじ体である。   The present invention that achieves the above object has an internal thread portion, and the internal thread portion constituting the internal thread portion is directed from the top of the internal thread portion to the valley when viewed in the direction perpendicular to the axis in the cross section along the axial direction. The female threaded body is characterized in that a mountain angle formed by a pair of slopes extending in the range of 61 ° to 75 ° is set.

前記雌ねじ体に関連して、上記のいずれかに記載の雄ねじ体と螺合可能に構成されることを特徴とする。   In relation to the female screw body, the male screw body described in any of the above is configured to be screwable.

上記目的を達成する本発明は、呼び径を一定として前記山角度及び谷径を相異ならせた複数の検証用雄ねじ体と、上記検証用雄ねじ体と螺合する複数の検証用雌ねじ体を用い、上記検証用雄ねじ体に上記検証用雌ねじ体を螺合させて軸方向に相対離反させる締結強度試験を行う場合において、上記検証用雄ねじ体が軸部で破断して締結状態が解除される軸破断形態、及び、上記検証用雄ねじ体のねじ山が変形若しくは剪断することによって締結状態が解除されるねじ山崩れ形態の双方の形態の破壊を生じさせることで、上記軸破断形態と上記ねじ山崩れ形態の境界近傍と成り得る上記谷径(以下、境界谷径と称す)について、前記山角変量に起因する変化度合いを抽出する境界谷径抽出工程と、上記境界谷径の変化度合いに基づいて、該境界谷径が最大値と成り得る特定の前記山角度(以下、軸破断優位山角度と称す)を選定する軸破断優位山角度選定工程と、上記軸破断優位山角度と近似する山角度を、前記呼び径における実際の前記雄ねじ体及び/又は前記雌ねじ体に適用する山角度決定工程と、を有することを特徴とするねじ体設計方法である。   The present invention that achieves the above object uses a plurality of verification male screw bodies having different nominal angles and different crest angles and valley diameters, and a plurality of verification female screw bodies that are screwed into the verification male screw bodies. When performing a fastening strength test in which the female screw body for verification is screwed onto the male screw body for verification and the relative male parts are separated in the axial direction, the shaft on which the male screw body for verification is broken at the shaft portion and the fastening state is released The shaft fracture mode and the screw thread collapse mode are caused by breaking both the fracture mode and the thread collapse mode in which the fastening state is released by deformation or shearing of the thread of the verification external thread body. Based on the boundary valley diameter extraction step for extracting the degree of change caused by the mountain angle variable, and the degree of change in the boundary valley diameter, the valley diameter that can be in the vicinity of the boundary (hereinafter referred to as the boundary valley diameter) The boundary The axial fracture dominant mountain angle selection step for selecting a specific mountain angle (hereinafter referred to as an axial fracture dominant mountain angle) at which the diameter can be the maximum value, and the mountain angle approximating the axial fracture dominant mountain angle are referred to as And a thread angle determining step applied to the actual male screw body and / or the female screw body in terms of diameter.

前記ねじ体設計方法に関連して、前記境界谷径抽出工程は、前記山角度及び前記呼び径が一定で、該谷径を相異ならせた複数の前記検証用雄ねじ体と、該検証用雄ねじ体と螺合する複数の前記検証用雌ねじ体を用い、前記検証用雄ねじ体に前記検証用雌ねじ体を螺合させて軸方向に相対離反させる締結強度試験を行う場合において、前記検証用雄ねじ体が軸部で破断して締結が解除される軸破断形態、及び、前記検証用雄ねじ体のねじ山が変形若しくは剪断することによって締結が解除されるねじ山崩れ形態の双方の形態の破壊を生じさせることで、前記軸破断形態と前記ねじ山崩れ形態の境界近傍と成り得る特定の前記谷径(以下、境界谷径と称す)を抽出する個別境界谷径抽出工程と、互いに異なる複数の前記山角度を選定し、各山角度に基づいて、前記個別境界谷径抽出工程を繰り返し行うことで、前記山角度変量に起因する前記境界谷径の変化度合いを抽出する工程と、を有することを特徴とする。   In relation to the screw body design method, the boundary valley diameter extraction step includes a plurality of the verification male screw bodies in which the crest angle and the nominal diameter are constant and the valley diameters are different, and the verification external threads. In the case of performing a fastening strength test in which a plurality of the internal thread bodies for verification that are screwed into a body are used, and the internal thread body for verification is screwed onto the external thread body for verification and the axially relative separation is performed, the external thread body for verification Breakage of both the shaft fractured form in which the shaft is broken and the fastening is released, and the screw thread collapsed form in which the fastening is released by deforming or shearing the screw thread of the verification external screw body. Thus, the individual boundary valley diameter extraction step for extracting the specific valley diameter (hereinafter referred to as the boundary valley diameter) that can be in the vicinity of the boundary between the shaft fracture form and the thread crushing form, and a plurality of the mountain angles different from each other Select each mountain angle Based on the By repeating individual boundary valley 径抽 out process, characterized in that it and a step of extracting the degree of change of the boundary root diameter due to the mountain angle variable.

上記目的を達成する本発明は、上記ねじ体設計方法に基づいて設計されたものであることを特徴とする雄ねじ体である。   The present invention that achieves the above object is an externally threaded body designed based on the above thread body designing method.

上記目的を達成する本発明は、上記ねじ体設計方法に基づいて設計されたものであることを特徴とする雌ねじ体である。   The present invention that achieves the above object is an internal thread body that is designed based on the above thread body design method.

上記目的を達成する本発明は、雄ねじ体及び/又は雌ねじ体に適用されるねじ山構造であって、該ねじ山構造におけるねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が67°以上且つ73°以下に設定されることを特徴とする。   The present invention that achieves the above object is a thread structure applied to an external thread body and / or an internal thread body, and a mountain formed by a pair of slopes extending from the top of the thread to the valley in the thread structure. The angle is set to 67 ° or more and 73 ° or less.

本発明によれば、例えば、リード角及び/又はリード方向が相異なる二種類の螺旋溝から成る雄ねじ構造を有する単一の雄ねじ体において、この雄ねじ体と対応する雌ねじ体との締結強度を向上させ、締結力を長期間に亘って高度に維持することが可能となる。   According to the present invention, for example, in a single male screw body having a male screw structure composed of two types of spiral grooves having different lead angles and / or lead directions, the fastening strength between the male screw body and the corresponding female screw body is improved. Thus, the fastening force can be maintained at a high level over a long period of time.

本発明の実施形態に係る雄ねじ体及び雌ねじ体の締結構造の(A)正面図であり、(B)平面図である。It is (A) front view of the fastening structure of the external thread body and internal thread body which concerns on embodiment of this invention, (B) is a top view. 同締結構造の(A)正面断面図であり、(B)側面断面図である。It is (A) front sectional drawing of the fastening structure, and (B) side sectional drawing. (A)は同雌ねじ体の正面断面図であり、(B)は同雌ねじ体と螺旋方向が逆となる雌ねじ体の正面断面図である。(A) is a front sectional view of the female screw body, and (B) is a front sectional view of the female screw body whose spiral direction is opposite to that of the female screw body. 同雄ねじ体の(A)正面図、(B)ねじ山のみの断面図、(C)平面図である。It is (A) front view of the same male screw body, (B) Sectional drawing of only a screw thread, (C) Plan view. 同雄ねじ体の(A)側面図、(B)ねじ山のみの断面図、(C)平面図である。It is the (A) side view of the same male screw body, (B) Sectional drawing of only a screw thread, (C) Top view. (A)は同雄ねじ体のねじ山の断面形状を拡大して示す断面図であり、(B)は同雌ねじ体のねじ山の断面形状を拡大して示す断面図である。(A) is sectional drawing which expands and shows the cross-sectional shape of the screw thread of the same male screw body, (B) is sectional drawing which expands and shows the cross-sectional shape of the screw thread of the same female screw body. (A)は本発明の実施形態に係るねじ設計方法で用いられる検証用雄ねじ体群を示すマトリックスであり、(B)は本発明の実施形態に係るねじ設計方法で用いられる検証用雌ねじ体群を示すマトリックスである。(A) is a matrix showing a verification external thread group used in the screw design method according to the embodiment of the present invention, and (B) is a verification internal thread group used in the screw design method according to the embodiment of the present invention. It is a matrix which shows. 同検証用雄ねじ体と同検証用雌ねじ体の締結強度試験の態様を示す図である。It is a figure which shows the aspect of the fastening strength test of the external thread body for the verification, and the internal thread body for the verification. 呼び径N16の同検証用雄ねじ体と同検証用雌ねじ体の締結強度試験の結果を示すグラフである。It is a graph which shows the result of the fastening strength test of the external thread body for the verification of the nominal diameter N16, and the internal thread body for the verification. 呼び径N24の同検証用雄ねじ体と同検証用雌ねじ体の締結強度試験の結果を示すグラフである。It is a graph which shows the result of the fastening strength test of the external thread body for the verification of the nominal diameter N24, and the internal thread body for the verification. 呼び径N30の同検証用雄ねじ体と同検証用雌ねじ体の締結強度試験の結果を示すグラフである。It is a graph which shows the result of the fastening strength test of the external thread body for the verification of the nominal diameter N30, and the internal thread body for the verification. 本実施形態の他の例に係る雄ねじ体及び雌ねじ体の締結構造の正面図断面図である。It is front view sectional drawing of the fastening structure of the external thread body and internal thread body which concerns on the other example of this embodiment.

以下、本発明の実施の形態を、添付図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

<雄ねじ体及び雌ねじ体>
図1及び図2に示すように、本実施形態に係る雄ねじ体10及び雌ねじ体100の締結構造1は、雌ねじ体100を雄ねじ体10に螺合させることによって構成される。
<Male threaded body and female threaded body>
As shown in FIGS. 1 and 2, the fastening structure 1 of the male screw body 10 and the female screw body 100 according to the present embodiment is configured by screwing the female screw body 100 into the male screw body 10.

図4及び図5に示すように、雄ねじ体10は、軸部12における基部側から軸端に向かって、雄ねじ螺旋溝が形成された雄ねじ部13が設けられる。本実施形態では、この雄ねじ部13に、対応した右ねじとして成る雌ねじ状の螺旋条を螺合可能に構成される右ねじと成る第一螺旋溝14と、対応した左ねじとして成る雌ねじ状の螺旋条を螺合可能に構成される左ねじと成る第二螺旋溝15との二種類の雄ねじ螺旋溝が、雄ねじ体10の軸方向における同一領域上に重複して形成される。なお、当該重複部分以外に、一方の向きの螺旋溝が形成されて成る片螺旋溝領域を設けてもよい。   As shown in FIGS. 4 and 5, the male screw body 10 is provided with a male screw portion 13 in which a male screw spiral groove is formed from the base side of the shaft portion 12 toward the shaft end. In the present embodiment, the male screw portion 13 has a first spiral groove 14 serving as a right screw configured to be able to be screwed with a female screw-shaped spiral strip serving as a corresponding right screw, and a female screw-shaped serving as a corresponding left screw. Two types of male threaded spiral grooves are formed on the same region in the axial direction of the male threaded body 10, with the second spiral groove 15 serving as a left-hand thread configured to be able to screw the spiral strip. In addition to the overlapping portion, a single spiral groove region formed by forming a spiral groove in one direction may be provided.

第一螺旋溝14は、これに対応する雌ねじ体100の右ねじとして成る雌ねじ状の螺旋条と螺合可能であり、第二螺旋溝15は、これに対応する雌ねじ体100(これは、上記右ねじを有する雌ねじ体と別体の場合を含む)の左ねじとして成る雌ねじ状の螺旋条と螺合可能となる。   The first spiral groove 14 can be screwed with a female thread-like spiral strip that is a right-hand thread of the female screw body 100 corresponding to the first spiral groove 14, and the second spiral groove 15 is a female screw body 100 (this is the above-described one). It can be screwed with a female thread-like spiral strip as a left-hand thread (including a case of a separate body from a female thread body having a right thread).

雄ねじ部13には、図4(C)及び図5(C)に示すように、軸心(ねじ軸)Cに垂直となる面方向において周方向に延びる略三日月状の条状を成すねじ山Gが、雄ねじ部13の直径方向における一方側(図の左側)及び他方側(図の右側)に交互に設けられる。即ち、このねじ山Gは、その稜線が軸に対して垂直に延びており、ねじ山Gの高さは、周方向中央が高くなり、周方向両端が次第に低くなるように変化する。ねじ山Gをこのように構成することで、右回りに旋回する仮想的な螺旋溝構造(図4(A)の矢印14参照)及び左回りに旋回する仮想的な螺旋溝構造(図4(A)の矢印15参照)の二種類の螺旋溝を、ねじ山Gの間に形成することが出来る。   As shown in FIGS. 4 (C) and 5 (C), the male screw portion 13 has a substantially crescent-shaped thread extending in the circumferential direction in the surface direction perpendicular to the axis (screw shaft) C. Mountains G are alternately provided on one side (left side in the figure) and the other side (right side in the figure) of the male screw part 13 in the diameter direction. That is, the ridge line of the thread G extends perpendicular to the axis, and the height of the thread G changes so that the center in the circumferential direction becomes higher and both ends in the circumferential direction gradually become lower. By configuring the thread G in this way, a virtual spiral groove structure that turns clockwise (see arrow 14 in FIG. 4A) and a virtual spiral groove structure that turns counterclockwise (FIG. 4 ( Two types of spiral grooves (see arrow 15 in A)) can be formed between the threads G.

本実施形態では、このようにすることで、第一螺旋溝14及び第二螺旋溝15の二種類の雄ねじ螺旋溝を、雄ねじ部13に重畳形成している。従って、雄ねじ部13は、右ねじ及び左ねじの何れの雌ねじ体とも螺合することが可能となる。なお、二種類の雄ねじ螺旋溝が形成された雄ねじ部13の詳細については、本願の発明者に係る特許第4663813号公報を参照されたい。   In the present embodiment, the two types of male screw spiral grooves, the first spiral groove 14 and the second spiral groove 15, are formed so as to overlap the male screw portion 13 in this manner. Accordingly, the male screw portion 13 can be screwed with any of the right and left screw female screw bodies. For the details of the male screw portion 13 in which two types of male screw spiral grooves are formed, refer to Japanese Patent No. 4666313 related to the inventor of the present application.

図3(A)に示すように、雌ねじ体100は、筒状部材106で構成される。筒状部材106は、所謂六角ナット状を成しており、中心に貫通孔部106aを有する。勿論、雌ねじ体100の概形は、六角ナット状に限らず、円筒状、周面にローレットを有する形状、四角形状、星型形状など任意に適宜設定可能である。貫通孔部106aには、右ねじとしての第一雌ねじ螺旋条114が形成される。即ち、筒状部材106の第一雌ねじ螺旋条114は、雄ねじ体10の雄ねじ部13における第一螺旋溝14と螺合する。   As shown in FIG. 3A, the female screw body 100 is configured by a cylindrical member 106. The tubular member 106 has a so-called hexagonal nut shape and has a through-hole portion 106a at the center. Of course, the general shape of the female screw body 100 is not limited to the hexagonal nut shape, and can be arbitrarily set as appropriate, such as a cylindrical shape, a shape having a knurled circumferential surface, a square shape, and a star shape. A first female thread spiral strip 114 as a right-hand thread is formed in the through-hole portion 106a. That is, the first female screw spiral strip 114 of the cylindrical member 106 is screwed with the first spiral groove 14 in the male screw portion 13 of the male screw body 10.

なお、図3(B)に示すように、雌ねじ体101として、貫通孔部106aに左ねじとしての第二雌ねじ螺旋条115が形成されるようにしても良い。この場合は、第二雌ねじ螺旋条115は、雄ねじ体10の雄ねじ部13における第二螺旋溝15と螺合する。   As shown in FIG. 3B, as the female screw body 101, a second female screw spiral 115 as a left screw may be formed in the through hole portion 106a. In this case, the second female screw spiral 115 is screwed with the second spiral groove 15 in the male screw portion 13 of the male screw body 10.

次に、図6(A)を参照して、雄ねじ体10における雄ねじ部13に形成されるねじ山Gの軸方向に沿う断面を軸直交方向視する際の形状について説明する。   Next, with reference to FIG. 6 (A), the shape at the time of seeing the cross section along the axial direction of the thread G formed in the external thread part 13 in the external thread body 10 in an axial orthogonal direction is demonstrated.

また、図6(B)に示す、雌ねじ体100の第一雌ねじ螺旋条114及び/又は雌ねじ体101の第二雌ねじ螺旋条115のねじ山Pの形状は、雄ねじ体10のねじ山Gの形状に基づいて相対設定されるものであることから、ここでの詳細な説明を省略する。   In addition, the shape of the thread P of the first female thread spiral 114 of the female thread body 100 and / or the second female thread spiral 115 of the female thread body 101 shown in FIG. 6B is the shape of the thread G of the male thread body 10. Therefore, the detailed description is omitted here.

更にまた、本実施形態の雄ねじ体10の呼び径については、頭文字にNを付けて呼ぶことにする。例えば、N16の雄ねじ体10の場合は、ねじ山Gの頂点Gtにおける直径Fが16mmであることを意味し、N16の雌ねじ体100の場合は、ねじ山の谷の径が16mmであることを意味する。   Furthermore, the nominal diameter of the male screw body 10 of the present embodiment is called with an initial letter N. For example, in the case of the male threaded body 10 of N16, it means that the diameter F at the apex Gt of the thread G is 16 mm, and in the case of the female threaded body 100 of N16, the diameter of the thread valley is 16 mm. means.

ねじ山Gの山角度T(山角度は、ねじ山Gの頂部から谷に向かって延在する一対の斜面の成す角度を意味する)は、61°以上且つ75°以下の範囲に設定され、より好ましくは63°以上且つ73°以下の範囲に設定され、更に好ましくは、65°以上且つ73°以下に設定され、より具体的には70°に設定される。また、ねじ山Gの谷径D(即ち、雄ねじ体10の軸部12においてねじ山Gを省略する場合の外径)は、N16の場合は13.5mm以上且つ14.3mm以下に設定されることが好ましい。N16の場合の谷径Dは13.5mm以上且つ14.3mm以下に設定されることが好ましい。N24の場合の谷径Dは19.6mm以上且つ20.5mm以下に設定されることが好ましい。N30の場合の谷径Dは25.8mm以上且つ26.7mm以下に設定されることが好ましい。なお、ここで言う谷径とは従来のメートルねじでいうところの有効径ではなく、谷底部分の直径に相当する。   The thread angle T of the thread G (the thread angle means an angle formed by a pair of slopes extending from the top of the thread G toward the valley) is set in a range of 61 ° to 75 °, More preferably, it is set in the range of 63 ° or more and 73 ° or less, more preferably 65 ° or more and 73 ° or less, and more specifically 70 °. Further, the root diameter D of the thread G (that is, the outer diameter when the thread G is omitted in the shaft portion 12 of the male thread body 10) is set to 13.5 mm or more and 14.3 mm or less in the case of N16. It is preferable. The valley diameter D in the case of N16 is preferably set to 13.5 mm or more and 14.3 mm or less. The valley diameter D in the case of N24 is preferably set to 19.6 mm or more and 20.5 mm or less. The valley diameter D in the case of N30 is preferably set to 25.8 mm or more and 26.7 mm or less. The trough diameter referred to here is not the effective diameter referred to in the conventional metric screw, but corresponds to the diameter of the bottom of the trough.

従って、図6(B)に示すように、雌ねじ体100に関しても、ねじ山Pの山角度Qは、61°以上且つ75°以下の範囲に設定され、より好ましくは63°以上且つ73°以下の範囲に設定され、更に好ましくは、65°以上且つ73°以下に設定され、より具体的には70°に設定される。また、ねじ山Pの頂点Ptの山径Eは、N16の場合は13.5mm以上且つ14.3mm以下に設定されることが好ましい。N16の場合の山径Eは13.5mm以上且つ14.3mm以下に設定されることが好ましい。N24の場合の山径Eは19.6mm以上且つ20.5mm以下に設定されることが好ましい。N30の場合の山径Eは25.8mm以上且つ26.7mm以下に設定されることが好ましい。勿論、雌ねじの山径の設定は、雄ねじ体の谷径に比して、同等以上に設定する必要があることは言うまでもない。   Therefore, as shown in FIG. 6 (B), also for the female threaded body 100, the thread angle Q of the thread P is set in the range of 61 ° to 75 °, more preferably 63 ° to 73 °. More preferably, it is set to 65 ° or more and 73 ° or less, and more specifically 70 °. In addition, in the case of N16, the peak diameter E of the apex Pt of the thread P is preferably set to 13.5 mm or more and 14.3 mm or less. The peak diameter E in the case of N16 is preferably set to 13.5 mm or more and 14.3 mm or less. The peak diameter E in the case of N24 is preferably set to 19.6 mm or more and 20.5 mm or less. The peak diameter E in the case of N30 is preferably set to 25.8 mm or more and 26.7 mm or less. Of course, it goes without saying that the setting of the thread diameter of the female screw needs to be set to be equal to or greater than the valley diameter of the male screw body.

<設計手法及び設計根拠>
次に、雄ねじ体10及び雌ねじ体100の設計手法及び設計根拠について以下に説明する。なお、ここでは呼び径N16の雄ねじ体10を設計する際の事例を紹介する。
<Design method and design basis>
Next, the design method and design basis of the male screw body 10 and the female screw body 100 will be described below. In addition, the example at the time of designing the external thread body 10 of the nominal diameter N16 is introduced here.

<雄ねじ体10及び雌ねじ体100のシリーズの準備>
先ず、呼び径N16と成る雄ねじ体10に関して、図7(A)に示すように、相異なる複数の谷径D1,D2,・・・,Dnと、相異なる複数の山角度T1,T2,・・・,Tnから構成されるマトリクス条件の一部又は全部を埋めるように、複数の検証用雄ねじ体10(Tn,Dn)を準備する。
<Preparation of series of male screw body 10 and female screw body 100>
First, regarding the male screw body 10 having the nominal diameter N16, as shown in FIG. 7A, a plurality of different valley diameters D1, D2,..., Dn and a plurality of different mountain angles T1, T2,. .., A plurality of verification external thread bodies 10 (Tn, Dn) are prepared so as to fill a part or all of the matrix conditions composed of Tn.

また、この複数の検証用雄ねじ体10(Tn,Dn)のそれぞれに対応させて、それと螺合可能な検証用雌ねじ体100を同じ数だけ準備する。即ち、図7(B)に示すように、相異なる複数の山径E1,E2,・・・,Enと、互いの相複数の山角度Q1,Q2,・・・,Qnから構成されるマトリクス条件の全部又は一部を埋めるように、複数の検証用雌ねじ体100(Qn,En)を準備する。具体的には、検証用雌ねじ体100(Qn,En)の山径Enは、検証用雄ねじ体10(Tn,Dn)の谷径Dnに略一致し、山角度Qnは、検証用雄ねじ体10(Tn,Dn)の山角度Tnと略一致する。結果、図7(A)と図7(B)のマトリクス上の同じ位置に存在する検証用雄ねじ体10(Tn,Dn)と、検証用雌ねじ体100(Qn,En)が対となる検証用セットが多数用意される。   Further, the same number of verification female screw bodies 100 that can be screwed to the plurality of verification male screw bodies 10 (Tn, Dn) are prepared. That is, as shown in FIG. 7B, a matrix composed of a plurality of different crest diameters E1, E2,..., En and a plurality of crest angles Q1, Q2,. A plurality of verification internal thread bodies 100 (Qn, En) are prepared so as to fill all or part of the conditions. Specifically, the crest diameter En of the verification internal thread body 100 (Qn, En) substantially matches the valley diameter Dn of the verification external thread body 10 (Tn, Dn), and the crest angle Qn is equal to the verification external thread body 10. This substantially coincides with the peak angle Tn of (Tn, Dn). As a result, the verification male screw body 10 (Tn, Dn) and the verification female screw body 100 (Qn, En) existing at the same position on the matrix of FIG. 7A and FIG. Many sets are prepared.

なお、検証用雌ねじ体100(Qn,En)の軸方向長さW(これを、軸方向かかり長Wとも呼ぶ。図1参照。)は、呼び径N16における締結強度試験では、全ての試験体に共通して呼び径N16に対する素材固有の所定の比率γ(0<γ<1)としている。即ち、N16の本事例の場合、検証用雌ねじ体100(Qn,En)の軸方向長さWは、16mm×γに設定される。勿論、Wの値は、材料固有値である所定比率のγを呼び径毎にそれぞれ乗じて算出される。   It should be noted that the axial length W of the verification female screw body 100 (Qn, En) (this is also called the axial length W, see FIG. 1) is the same for all test bodies in the fastening strength test at the nominal diameter N16. In addition, a predetermined ratio γ (0 <γ <1) specific to the material with respect to the nominal diameter N16 is set. That is, in the case of N16, the axial length W of the verification female screw body 100 (Qn, En) is set to 16 mm × γ. Of course, the value of W is calculated by multiplying a predetermined ratio γ that is a material specific value for each nominal diameter.

この軸方向かかり長Wは、図8に示すように、概ね、雄ねじ体10の軸部12の軸直角断面12Aが耐え得る引張強度Hと、軸方向かかり長Wにおける、雄ねじ体10のねじ山Gの基底面GL(図6(A)参照)から構成される周面Jのせん断強度Sが近似し易い値を選定している。引張強度Hは、谷径Dnにおける断面積に係数a1を乗算した値となり、H=π×Dn2×a1で表現できる。せん断強度Sは、谷径Dnにおける軸方向かかり長W相当の円筒面積に係数a2を乗算した値となり、S=π×Dn×W×a2で表現できる。   As shown in FIG. 8, the axially applied length W is approximately the tensile strength H that the axially perpendicular section 12A of the shaft portion 12 of the male screw body 10 can withstand, and the thread of the male screw body 10 at the axially applied length W. A value is selected such that the shear strength S of the peripheral surface J composed of the basal plane GL of G (see FIG. 6A) can be approximated. The tensile strength H is a value obtained by multiplying the cross-sectional area at the valley diameter Dn by the coefficient a1, and can be expressed by H = π × Dn2 × a1. The shear strength S is a value obtained by multiplying the cylindrical area corresponding to the length W in the axial direction at the valley diameter Dn by the coefficient a2, and can be expressed by S = π × Dn × W × a2.

係数a1やa2は、母材の材料等によってそれぞれ異なるが、本発明者の検討によれば、本実施形態では母材にS45CやSCM435等のような汎用の鋼材を選定し、Wを上述の通り設定すると、引張強度Hとせん断強度Sがかなり近い値となることが分かっている。この結果、検証用雌ねじ体100(Qn,En)と検証用雄ねじ体10(Tn,Dn)の締結強度は、山角Tや谷径Dが変化することから、実際には、せん断強度S側が微妙に大きくなったり、引張強度H側が微妙に大きくなったりする。どちらが優位になるかは、締結強度試験によって検証すれば良く、せん断強度S優位状態と引張強度H優位状態の境界を、実験によって見出すことが可能となる。   The coefficients a1 and a2 vary depending on the material of the base material, etc., but according to the study of the present inventor, in this embodiment, a general-purpose steel material such as S45C or SCM435 is selected as the base material, and W is the above-described value. It is known that the tensile strength H and shear strength S are very close to each other when set as described above. As a result, the fastening strength between the verification female screw body 100 (Qn, En) and the verification male screw body 10 (Tn, Dn) changes in the mountain angle T and the valley diameter D. It becomes slightly larger or the tensile strength H side becomes slightly larger. Which is superior may be verified by a fastening strength test, and the boundary between the shear strength S-dominant state and the tensile strength H-dominant state can be found by experiment.

なお、ここでは説明の便宜上、図7に示すマトリクスを利用して、谷径Dや山角度T等を変量させる場合を例示したが、実際には、マトリクスの全ての場所を埋めるように検証用雄ねじ体10(Tn,Dn)と検証用雌ねじ体100(Qn,En)を用意する必要はなく、また、マトリクス化する必要もない。後述するように、谷径Dと山角Tがある程度の範囲で変動する検証用雄ねじ体と検証用雌ねじ体の組み合わせで、最適値を抽出できる態様であれば良い。   Here, for convenience of explanation, the case where the valley diameter D, the mountain angle T, and the like are varied using the matrix shown in FIG. 7 is illustrated, but in actuality, for verification, all the locations of the matrix are filled. It is not necessary to prepare the male screw body 10 (Tn, Dn) and the verification female screw body 100 (Qn, En), and it is not necessary to form a matrix. As will be described later, any mode may be used as long as the optimum value can be extracted by a combination of the verification external thread body and the verification internal thread body in which the valley diameter D and the peak angle T vary within a certain range.

<境界谷径抽出工程>
次に、対となる検証用雄ねじ体10(Tn,Dn)と、検証用雌ねじ体100(Qn,En)(以下、検証用ボルトナットセットという)をそれぞれ螺合させて締結強度試験を行う。ここでの締結強度試験は、図8に示すように、検証用雄ねじ体10(Tn,Dn)と検証用雌ねじ体100(Qn,En)を、軸方向に離れる方向(矢印A参照)に相対移動させて、締結状態(螺合状態)を強制的に解除させる引張試験を意味するが、特にこれに限定されず、繰り返し雄ねじ体100(Tn,Dn)と雌ねじ体100(Qn,En)とを相対離反させる疲労試験の他、ねじ体のトルク・軸力・回転角を検証するための所謂ねじ締付試験等であってもよく、これらの試験結果と引張試験の結果との間に相関性があることが確認されている。全ての検証用ボルトナットセットについて締結強度試験を行い、その結果が、雄ねじ体100の軸部12で破断することで締結が解除される軸破断形態となるか、ねじ山Gが変形又は崩れることで締結が解除されるねじ山崩れ形態となるかを判定する。
<Boundary valley extraction process>
Next, a verification male screw body 10 (Tn, Dn) and a verification female screw body 100 (Qn, En) (hereinafter referred to as a verification bolt and nut set) are screwed together to perform a fastening strength test. In this fastening strength test, as shown in FIG. 8, the verification external thread body 10 (Tn, Dn) and the verification internal thread body 100 (Qn, En) are relatively separated in the axial direction (see arrow A). This means a tensile test in which the fastening state (screwed state) is forcibly released by moving, but is not particularly limited to this, and the repeated male screw body 100 (Tn, Dn) and female screw body 100 (Qn, En) In addition to a fatigue test that causes relative separation, a so-called screw tightening test for verifying the torque, axial force, and rotation angle of the screw body may be used, and there is a correlation between these test results and the tensile test results. It has been confirmed that there is sex. A fastening strength test is performed on all the bolt and nut sets for verification, and the result is a shaft fracture form in which the fastening is released by breaking at the shaft portion 12 of the male screw body 100, or the thread G is deformed or collapsed. It is judged whether it becomes the screw thread collapse form which fastening is cancelled | released by.

この判定結果のグラフ例を図9に示す。本グラフでは、横軸を山角度Tn、縦軸を谷径Dnに設定し、軸破断形態となった検証用ボルトナットセットを○、ねじ山崩れ形態となった検証用ボルトナットセットを△で表示している。この結果から判るように、グラフ上は、ねじ山崩れ形態が生じる領域X(ねじ山崩れ領域X)と、軸破断形態が生じる領域Y(軸破断領域Y)に二分され、その境界線Kを明らかにすることができる。この境界線Kは、或る特定の山角度Tkに対応して軸破断形態を生じさせることが可能な最大谷径の値を境界谷径Dkと定義した場合、山角度Tkの変化と境界谷径Dkの変化の相関関係を意味することになる。   A graph example of the determination result is shown in FIG. In this graph, the horizontal axis is set to the peak angle Tn, the vertical axis is set to the valley diameter Dn, the verification bolt and nut set in the shaft fracture configuration is indicated by ○, and the verification bolt and nut set in the screw thread collapse configuration is indicated by Δ. is doing. As can be seen from this result, the graph is divided into a region X in which the thread breakage form occurs (screw breakage area X) and a region Y in which the shaft breakage form occurs (axial breakage area Y), and the boundary line K is clearly shown. can do. This boundary line K is defined as the change in the peak angle Tk and the boundary valley when the value of the maximum valley diameter that can cause the axial fracture form corresponding to a specific peak angle Tk is defined as the boundary valley diameter Dk. This means a correlation of changes in the diameter Dk.

例えば、山角度Tを68°に設定し、軸部の谷径Dを14.1mm以上にする設計思想は、ねじ山崩れ領域Xに属するので、引張試験による締結解除時に軸破断形態は得られ難く、ねじ山崩れ形態が生じる可能性が高いことを意味し、それだけ軸部の強度が無駄になっている設計と考えることができる。一方、山角度Tを68°に設定し、軸部の谷径Dを13.6mmに設定する設計思想は、締結解除時に軸破断形態が得られ易いが、境界谷径Dkは約14.05mmとなることから、その範囲内であれば軸部の谷径Dをもっと大きく設定することができて引張強度を高めることができる点で、非効率な設計であることを意味する。   For example, the design philosophy of setting the crest angle T to 68 ° and the shank valley diameter D to 14.1 mm or more belongs to the thread collapse region X. This means that there is a high possibility that a thread crushing form will occur, and it can be considered that the design is such that the strength of the shaft portion is wasted. On the other hand, the design concept of setting the peak angle T to 68 ° and the valley diameter D of the shaft portion to 13.6 mm is easy to obtain a shaft fracture form at the time of fastening release, but the boundary valley diameter Dk is about 14.05 mm. Therefore, if it is within that range, it means that the valley diameter D of the shaft portion can be set larger and the tensile strength can be increased, which means that the design is inefficient.

逆説すると、この境界線Kからは、境界谷径Dkの変化に対応して、その雄ねじ体を軸破断形態にさせることが可能な境界山角度Tkの許容範囲(これを境界山角度領域Tsと呼ぶ)を決定できることになる。   Paradoxically, from this boundary line K, the permissible range of the boundary mountain angle Tk that allows the male threaded body to be in an axially fractured form corresponding to the change in the boundary valley diameter Dk (this is referred to as the boundary mountain angle region Ts). Can be determined).

<軸破断優位ねじ山角選定工程>
境界谷径抽出工程が終了した後、境界線Kの中で、前記境界谷径Dkが最大値と成り得る山角度(以下、軸破断優位山角度Tp)を選定する。図9のグラフでは、境界線Kのピーク値から、軸破断優位山角度Tpは70.5°となる。この軸破断優位山角度Tpは、軸部を極力太くして引張強度を高めたとしても、締結解除に関しては軸破断形態に導き易い山角度、即ち、山G側の剪断強度Sが最も高く成り易い山角度、と説明できる。
<Axis fracture dominant thread angle selection process>
After the boundary valley diameter extraction step is completed, a peak angle (hereinafter referred to as an axial fracture dominant peak angle Tp) at which the boundary valley diameter Dk can be the maximum value is selected in the boundary line K. In the graph of FIG. 9, from the peak value of the boundary line K, the shaft fracture dominant mountain angle Tp is 70.5 °. Even if the shaft portion is made as thick as possible and the tensile strength is increased, the shaft breaking dominant mountain angle Tp has the highest mountain angle that is easy to lead to the shaft breaking mode, that is, the shear strength S on the mountain G side. It can be explained as an easy mountain angle.

<ねじ山角決定工程>
最後に、決定される軸破断優位山角度Tpと近似する山角度を、呼び径N16における実際の雄ねじ体10及び/又は雌ねじ体100に適用して設計を行う。例えば、実際の山角度Tを70°に設定すれば、谷径Dを大きく設定することが可能になる。具体的な谷径Dとしては、例えば14.25mm程度が好ましいことになる。
<Thread angle determination process>
Finally, the design is performed by applying a crest angle approximating the determined shaft fracture dominant crest angle Tp to the actual male screw body 10 and / or the female screw body 100 at the nominal diameter N16. For example, if the actual peak angle T is set to 70 °, the valley diameter D can be set large. As a specific valley diameter D, for example, about 14.25 mm is preferable.

なお、図9では、呼び径N16の場合の設計手法について説明したが、本発明はこれに限定されず、他の呼び径であっても良い。例えば図10には、呼び径N24の場合の検証結果のグラフを示し、図11には、呼び径N30の場合の検証結果のグラフを示す。これらのグラフに共通して言えることは、軸破断優位山角度Tpは61°以上且つ75°以下の範囲内であり、より好ましくは65°以上且つ73°以下の範囲内であり、概ね70°前後となる。つまり、本実施形態の構造を有する雄ねじ体10の場合、ねじ山の山角度は、従来の常識である60°ではなく、それよりも大きな値が適しており、70°近傍が最適値であることが分かる。   In addition, although the design method in the case of the nominal diameter N16 was demonstrated in FIG. 9, this invention is not limited to this, Other nominal diameters may be sufficient. For example, FIG. 10 shows a graph of the verification result in the case of the nominal diameter N24, and FIG. 11 shows a graph of the verification result in the case of the nominal diameter N30. What can be said in common in these graphs is that the axial break dominant peak angle Tp is in the range of 61 ° to 75 °, more preferably in the range of 65 ° to 73 °, and generally 70 °. Before and after. That is, in the case of the male screw body 10 having the structure of the present embodiment, the thread angle is not 60 °, which is the conventional common sense, but a value larger than that is suitable, and the vicinity of 70 ° is the optimum value. I understand that.

なお、上記実施形態の雄ねじ体10及び雌ねじ体100では、第一螺旋溝14及び雌ねじ螺旋条114の対と、第二螺旋溝15及び雌ねじ螺旋条115の対とが、互いに逆ねじの関係(リード角が同じでリード方向が反対)となっている場合を例示したが、本発明はこれに限定されない。例えば図12に示すように、リード方向(L1、L2)が同じで、リード角が異なる第一螺旋溝14及び雌ねじ螺旋条114と、第二螺旋溝15及び雌ねじ螺旋条115を採用することもできる。この場合、第一螺旋溝14に対して、更にリード角の異なる螺旋溝を重畳形成することにより、リードがL1(リード角α1)の第一螺旋溝14及びリードがL2(リード角がα2)の第二螺旋溝15が、ねじ方向を揃えて形成される。この場合は、第一螺旋溝14の第一ねじ山G1と、第二螺旋溝15の第二ねじ山G2は、共有されずに別々となることから、そのねじ山G1、G2の少なくとも一方に本発明を適用すれば良く、また、双方に適用しても良い。勿論、第一ねじ山G1の山角度と第二ねじ山G2の山角度は、互いに異なっても良い。   In the male screw body 10 and the female screw body 100 of the above-described embodiment, the pair of the first spiral groove 14 and the female screw spiral thread 114 and the pair of the second spiral groove 15 and the female thread spiral thread 115 are in a reverse screw relationship ( Although the case where the lead angle is the same and the lead direction is opposite is illustrated, the present invention is not limited to this. For example, as shown in FIG. 12, the first spiral groove 14 and the female thread spiral 114, and the second spiral groove 15 and the female thread spiral 115 having the same lead direction (L1, L2) and different lead angles may be employed. it can. In this case, a spiral groove having a different lead angle is formed on the first spiral groove 14 so as to overlap with the first spiral groove 14 having a lead L1 (lead angle α1) and a lead L2 (lead angle α2). The second spiral groove 15 is formed with the screw directions aligned. In this case, since the first thread G1 of the first spiral groove 14 and the second thread G2 of the second spiral groove 15 are not shared but are separated, at least one of the threads G1, G2 is provided. The present invention may be applied and may be applied to both. Of course, the thread angle of the first thread G1 and the thread angle of the second thread G2 may be different from each other.

なお、上記実施形態では、二重らせん構造の雄ねじ体10の場合を例示したが、本発明はこれに限定されず、一重らせん構造の雄ねじ体10においても、上記設計手順を適用すれば、最適な山角度を理論的及び/又は実験的に明らかにすることが可能である。   In the above-described embodiment, the case of the male screw body 10 having a double helix structure is illustrated. However, the present invention is not limited to this, and even in the male screw body 10 having a single helix structure, the above-described design procedure is optimal. It is possible to theoretically and / or experimentally clarify the peak angle.

また、本発明の実施例は、上記実施の形態に限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。   Further, the embodiments of the present invention are not limited to the above-described embodiments, and it is needless to say that various modifications can be made without departing from the scope of the present invention.

1 締結構造
10 雄ねじ体
12 軸部
13 雄ねじ部
100 雌ねじ体
106 筒状部材
G、P ねじ山

DESCRIPTION OF SYMBOLS 1 Fastening structure 10 Male thread body 12 Shaft part 13 Male thread part 100 Female thread body 106 Cylindrical member G, P Thread

本発明は、特殊なねじ山を有するねじ体の設計方法に関する。
The present invention relates to a method of designing a screw having a special thread.

Claims (11)

軸部と、
上記軸部の周面に形成され、適宜のリード角及び/又はリード方向に設定される第一螺旋溝と、
上記軸部の周面に形成され、上記リード角及び/又はリード方向に対して相異なるリード角及び/又はリード方向に設定される第二螺旋溝と、を備え、
上記第一螺旋溝と上記第二螺旋溝とが、上記軸部の軸方向における同一領域上に重畳形成されることで条状に形成されるねじ山部を有し、
上記ねじ山部は、上記軸方向に沿う断面を軸直交方向視する際において、該ねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が61°以上且つ75°以下に設定されることを特徴とする雄ねじ体。
The shaft,
A first spiral groove formed on the peripheral surface of the shaft portion and set in an appropriate lead angle and / or lead direction;
A second spiral groove formed on the peripheral surface of the shaft portion and set in a different lead angle and / or lead direction with respect to the lead angle and / or lead direction,
The first spiral groove and the second spiral groove have a thread portion that is formed in a strip shape by being superimposed on the same region in the axial direction of the shaft portion,
When the cross section along the axial direction is viewed in the direction perpendicular to the axis, the thread portion has a crest angle formed by a pair of slopes extending from the top of the thread toward the trough to 61 ° or more and 75 ° or less. Male screw body characterized by being set.
前記山角度が73°以下に設定されることを特徴とする請求項1に記載の雄ねじ体。   The male screw body according to claim 1, wherein the mountain angle is set to 73 ° or less. 前記山角度が65°以上に設定されることを特徴とする請求項1又は2に記載の雄ねじ体。   The male screw body according to claim 1, wherein the mountain angle is set to 65 ° or more. 前記山角度が、70°±3°の範囲に設定されることを特徴とする請求項1乃至3の何れかに記載の雄ねじ体。   The male screw body according to any one of claims 1 to 3, wherein the mountain angle is set in a range of 70 ° ± 3 °. 雌ねじ部を有し、該雌ねじ部を構成する雌ねじ山部は、軸方向に沿う断面における軸直交方向視において、該雌ねじ部のねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が61°以上75°以下に設定されることを特徴とする雌ねじ体。   The female thread portion that has the female thread portion and that constitutes the female thread portion is formed of a pair of inclined surfaces that extend from the top of the thread of the female thread portion toward the valley when viewed in the direction orthogonal to the axis in the cross section along the axial direction. A female screw body, wherein a mountain angle is set to 61 ° or more and 75 ° or less. 請求項1乃至4のいずれかに記載の雄ねじ体と螺合可能に構成されることを特徴とする請求項5に記載の雌ねじ体。   The female screw body according to claim 5, wherein the female screw body is configured to be screwable with the male screw body according to claim 1. 呼び径を一定として前記山角度及び谷径を相異ならせた複数の検証用雄ねじ体と、上記検証用雄ねじ体と螺合する複数の検証用雌ねじ体を用い、上記検証用雄ねじ体に上記検証用雌ねじ体を螺合させて軸方向に相対離反させる締結強度試験を行う場合において、上記検証用雄ねじ体が軸部で破断して締結状態が解除される軸破断形態、及び、上記検証用雄ねじ体のねじ山が変形若しくは剪断することによって締結状態が解除されるねじ山崩れ形態の双方の形態の破壊を生じさせることで、上記軸破断形態と上記ねじ山崩れ形態の境界近傍と成り得る上記谷径(以下、境界谷径と称す)について、前記山角変量に起因する変化度合いを抽出する境界谷径抽出工程と、
上記境界谷径の変化度合いに基づいて、該境界谷径が最大値と成り得る特定の前記山角度(以下、軸破断優位山角度と称す)を選定する軸破断優位山角度選定工程と、
上記軸破断優位山角度と近似する山角度を、前記呼び径における実際の前記雄ねじ体及び/又は前記雌ねじ体に適用する山角度決定工程と、
を有することを特徴とするねじ体設計方法。
Using a plurality of verification external thread bodies with different crest angles and valley diameters with a constant nominal diameter and a plurality of verification internal thread bodies screwed to the verification external thread body, the verification external thread body includes the verification In the case of performing a fastening strength test in which the female screw body is screwed and relatively separated in the axial direction, the verification male screw body is broken at the shaft portion to release the fastening state, and the verification male screw The valley diameter that can be near the boundary between the shaft fracture mode and the thread collapse mode by causing both forms of the thread collapse mode to be released when the thread of the body is deformed or sheared. (Hereinafter referred to as the boundary valley diameter), a boundary valley diameter extraction step for extracting the degree of change caused by the mountain angle variable,
Based on the degree of change of the boundary valley diameter, a shaft breaking dominant mountain angle selecting step of selecting the specific mountain angle at which the boundary valley diameter can be the maximum value (hereinafter referred to as an axial breaking dominant mountain angle);
A crest angle determining step of applying a crest angle approximating the axial fracture dominant crest angle to the actual male screw body and / or the female screw body at the nominal diameter;
A screw body design method characterized by comprising:
前記境界谷径抽出工程は、
前記山角度及び前記呼び径が一定で、該谷径を相異ならせた複数の前記検証用雄ねじ体と、該検証用雄ねじ体と螺合する複数の前記検証用雌ねじ体を用い、前記検証用雄ねじ体に前記検証用雌ねじ体を螺合させて軸方向に相対離反させる締結強度試験を行う場合において、前記検証用雄ねじ体が軸部で破断して締結が解除される軸破断形態、及び、前記検証用雄ねじ体のねじ山が変形若しくは剪断することによって締結が解除されるねじ山崩れ形態の双方の形態の破壊を生じさせることで、前記軸破断形態と前記ねじ山崩れ形態の境界近傍と成り得る特定の前記谷径(以下、境界谷径と称す)を抽出する個別境界谷径抽出工程と、
互いに異なる複数の前記山角度を選定し、各山角度に基づいて、前記個別境界谷径抽出工程を繰り返し行うことで、前記山角度変量に起因する前記境界谷径の変化度合いを抽出する工程と、
を有することを特徴とする請求項7のねじ体設計方法。
The boundary valley diameter extraction step includes
Using the plurality of verification external thread bodies with the crest angle and the nominal diameter being constant and having the valley diameters different from each other, and using the plurality of verification internal thread bodies screwed into the verification external thread body, In the case of performing a fastening strength test in which the female screw body for verification is screwed into the male screw body and is relatively separated in the axial direction, the verification male screw body is broken at the shaft portion to release the fastening, and It can be near the boundary between the shaft fracture form and the thread collapse form by causing both forms of the thread collapse form in which the fastening is released when the thread of the verification external thread body is deformed or sheared. An individual boundary valley diameter extraction step for extracting the specific valley diameter (hereinafter referred to as a boundary valley diameter);
Selecting a plurality of different mountain angles and extracting the degree of change in the boundary valley diameter due to the mountain angle variable by repeatedly performing the individual boundary valley diameter extraction step based on each mountain angle; and ,
The screw body design method according to claim 7, wherein:
請求項7又は8の前記ねじ体設計方法に基づいて設計されたものであることを特徴とする雄ねじ体。   A male screw body, which is designed based on the screw body design method according to claim 7 or 8. 請求項7又は8の前記ねじ体設計方法に基づいて設計されたものであることを特徴とする雌ねじ体。   An internal thread body, which is designed based on the thread body design method according to claim 7 or 8. 雄ねじ体及び/又は雌ねじ体に適用されるねじ山構造であって、該ねじ山構造におけるねじ山の頂部から谷に向かって延在する一対の斜面の成す山角度が61°以上且つ75°以下に設定されることを特徴とするねじ山構造。

A thread structure applied to a male thread body and / or a female thread body, wherein a thread angle formed by a pair of slopes extending from the top of the thread to the valley in the thread structure is 61 ° or more and 75 ° or less. Thread structure characterized by being set to.

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5135846A (en) * 1974-09-20 1976-03-26 Kogyo Gijutsuin
WO2009104767A1 (en) * 2008-02-20 2009-08-27 Michiwaki Hiroshi Double-end threaded body and internally-threaded body

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5135846A (en) * 1974-09-20 1976-03-26 Kogyo Gijutsuin
WO2009104767A1 (en) * 2008-02-20 2009-08-27 Michiwaki Hiroshi Double-end threaded body and internally-threaded body

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