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JP7665488B2 - Anti-loosening structure - Google Patents
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JP7665488B2 - Anti-loosening structure - Google Patents

Anti-loosening structure Download PDF

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JP7665488B2
JP7665488B2 JP2021177260A JP2021177260A JP7665488B2 JP 7665488 B2 JP7665488 B2 JP 7665488B2 JP 2021177260 A JP2021177260 A JP 2021177260A JP 2021177260 A JP2021177260 A JP 2021177260A JP 7665488 B2 JP7665488 B2 JP 7665488B2
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inner guide
steel rod
nut
threaded steel
guide
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JP2023066586A (en
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勲 小松崎
寿生 伊藤
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Neturen Co Ltd
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Neturen Co Ltd
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  • Bolts, Nuts, And Washers (AREA)

Description

本発明は、ネジ付き鋼棒とナットによる定着部の緩み止め構造に関する。 The present invention relates to a structure for preventing loosening of a fastening part using a threaded steel rod and a nut.

木造建築物、電力幹線の接続部などにおいて、皿バネを用いて、ナットとボルト(ネジ)による定着部の緩め止めを行うことは公知である(特許文献1及び2参照)。 It is well known that disc springs are used to prevent nuts and bolts (screws) from loosening in connections in wooden buildings, power mains, and other fastenings (see Patent Documents 1 and 2).

特許文献1には、「座金本体に設けられたボルト貫通孔の軸方向に伸縮するバネ部材が前記座金本体に配設され、前記座金本体からの前記バネ部材の脱落を防止する脱落防止手段によって前記バネ部材と前記座金本体とが一体化されていることを特徴とする座金。」(請求項1)が記載されている。
また、「このように構成された本発明は、座金本体11aに設けられたボルト貫通孔11bの軸方向に伸縮する板バネ12e、12b・・・をボルト貫通孔11bの上部開口端とその周辺の座金本体11aの上面に跨って配設し、座金本体11aからボルト貫通孔11bの軸方向に沿って立ち上がると共に板バネ12e、12b・・・の周縁を囲う枠体12dを座金本体11aに固定する。そして、枠体12dの先端部124bに引掛部124aが備えられることにより断面形状が鉤状を呈する枠体12dによって板バネ12e、12b・・・を枠体12d内に保持することにより、座金本体11aと板バネ12e、12b・・・とを一体化するので、接合に用いる部品点数を少なくすることができる。」(段落[0058])、「本発明は、基礎20から突設したアンカーボルト13を、建物ユニット30の壁パネル31が備える木質材の土台33に設けたボルト挿通孔33aと座金本体11aのボルト貫通孔11bと各板バネ12e、12bのボルト貫通孔126、127とに挿通し、この土台33側のボルト13が突出している部分(ボルト挿通孔33aの周囲)に座金11を添設させた状態で、ボルト13にナット14を螺着することにより、木質材からなる土台33が木痩せしても、ナット14と座金本体11aとの間に介在する複数の板バネ12e、12b、・・・がその木痩せに追従するように復元してナットと座金の間に延在するので、木痩せによる接合の緩みを防止することができる。」(段落[0063])と記載されている。
Patent Document 1 describes, "A washer characterized in that a spring member which expands and contracts in the axial direction of a bolt through hole provided in a washer body is disposed in the washer body, and the spring member and the washer body are integrated by anti-fall-out means which prevents the spring member from falling off from the washer body." (Claim 1).
Furthermore, "In the present invention thus configured, leaf springs 12e, 12b... which expand and contract in the axial direction of bolt through hole 11b provided in washer body 11a are disposed across the upper opening end of bolt through hole 11b and the upper surface of washer body 11a in the vicinity thereof, and a frame body 12d which rises from washer body 11a along the axial direction of bolt through hole 11b and surrounds the periphery of leaf springs 12e, 12b... is fixed to washer body 11a. Then, by providing hook portion 124a at tip end 124b of frame body 12d and using frame body 12d which has a hook-shaped cross section, leaf springs 12e, 12b... are held within frame body 12d, and washer body 11a and leaf springs 12e, 12b... are integrated, thereby making it possible to reduce the number of parts used for joining." (paragraph [0058] ), "In the present invention, the anchor bolt 13 protruding from the foundation 20 is inserted into the bolt insertion hole 33a provided in the wooden base 33 of the wall panel 31 of the building unit 30, the bolt through hole 11b of the washer body 11a, and the bolt through holes 126, 127 of each of the leaf springs 12e, 12b, and the washer 11 is attached to the portion of the base 33 from which the bolt 13 protrudes (around the bolt insertion hole 33a). Then, the nut 14 is screwed onto the bolt 13. Even if the wooden base 33 shrinks, the multiple leaf springs 12e, 12b, ... interposed between the nut 14 and the washer body 11a will restore to their original state so as to follow the wood shrinkage and extend between the nut and the washer, thereby preventing loosening of the joint due to wood shrinkage." (Paragraph [0063])

特許文献2には、「請求項1又は2に記載のナットと、被締結部材に貫通されるボルトと、内径が前記テーパー部先端の外径より大きく、かつ前記大径部より小径な孔を有する板状の締め付け部材と、前記スリーブ状ナット部の大径端部より大径な孔を有し、かつ前記ボルトの軸方向に作用する弾性金属からなるばねとを備え、前記スリーブ状ナット部が前記締め付け部材の孔と前記ばねの孔へ案内され、かつ、前記締め付け部材の孔の内周部が前記テーパー部へ接触する状態で、前記スリーブ状ナット部側から前記ナットを前記ボルトにねじ締めることを特徴とする、緩み止めねじ締め金具。」(請求項3)が記載されている。
また、「5はナット1と同じ材質の平座金であり、後述のように被締結部材7,70の締結部分に、ばね4,締め付け部材3,スペーサリング2などをセットする場合の便宜のため、外周には立ち壁50が形成してある。」(段落[0018])、「図1のように、被締結部材7,70の重ね部へ、頭部61側に座金62を介して軸60の長さ60mm,ねじピッチ1.5mmのボルト6を貫通させ、軸60が突出した側の面に、平座金5、ばね4、締め付け部材3、スペーサリング2を順にセットする。次いで、ボルト6の軸60へスリーブ状ナット部11の側から、ナット10を、図2のように皿状のばね4が平たく変形し、スペーサリング2が鍔状ナット部10の下面に圧接して回らなくなるまで(限界まで)ねじ締めた。」(段落[0020])と記載されている。
Patent Document 2 describes "an anti-loosening screw fastener comprising the nut according to claim 1 or 2, a bolt which is passed through a fastened member, a plate-shaped fastening member having a hole whose inner diameter is larger than the outer diameter of the tip of the tapered portion and which has a diameter smaller than that of the large diameter portion, and a spring made of elastic metal which has a hole whose diameter is larger than that of the large diameter end of the sleeve-shaped nut portion and which acts in the axial direction of the bolt, wherein the sleeve-shaped nut portion is guided into the hole of the fastening member and the hole of the spring, and the inner peripheral portion of the hole of the fastening member is in contact with the tapered portion, and the nut is screwed onto the bolt from the sleeve-shaped nut portion side." (Claim 3)
The document also states that "5 is a flat washer made of the same material as the nut 1, and has a standing wall 50 formed on the outer periphery for the convenience of setting the spring 4, tightening member 3, spacer ring 2, etc., in the fastening portion of the fastened members 7, 70 as described below." (Paragraph [0018]), and "As shown in FIG. 1, a bolt 6 with a shaft 60 length of 60 mm and a thread pitch of 1.5 mm is inserted into the overlapping portion of the fastened members 7, 70 via a washer 62 on the head 61 side, and a flat washer 5, spring 4, tightening member 3, and spacer ring 2 are set, in that order, on the surface from which the shaft 60 protrudes. Next, the nut 10 is screwed onto the shaft 60 of the bolt 6 from the sleeve-shaped nut portion 11 side until the dish-shaped spring 4 is deformed flat as shown in FIG. 2, and the spacer ring 2 is pressed against the underside of the flange-shaped nut portion 10 and cannot be turned (to the limit)." (Paragraph [0020]).

また、建物の制振構造において、高力ボルトによる接合部に複数の皿バネを用いることが公知である(特許文献3参照)。 It is also known that in vibration control structures for buildings, multiple disc springs are used at joints made with high-strength bolts (see Patent Document 3).

特許文献3には、「高力ボルトにより接合される建物の接合部において、接合される2つの部材のうち一方の部材に滑り板を設けるとともに、他方に該滑り板に摺動自在に重ね合わされる摩擦板を設け、該滑り板と摩擦板との重合部にはこれらを互いに圧接する方向に押圧する付勢手段を設けて摩擦ダンパを構成し、該付勢手段には、設定圧接力が加えられて撓み変動量に対する弾発力の変動が小さい非線形ばね領域内でたわみ変形される皿ばねを用い、かつ前記摩擦ダンパの摩擦板と滑り板との接触面には摩擦材を介在させたことを特徴とする建物の制振構造。」(請求項1)が記載されている。
また、「・・・皿ばね組28aはボルト頭部32a側に配置されたワッシャ34及びカラー35aと、摩擦板22側に配置されたカラー35bとの間に挟まれるようにして、高力ボルト32が挿通され、かつ、皿ばね組28aの内周には高力ボルト32との同心性を保つためにガイド環38が嵌挿される。また、ナット36側にもワッシャ34が配置され、この状態で高力ボルト32、ナット36を締め付けることにより、この締め付け力によって皿ばね組28aに最適な予圧力(設定圧接力)を付加できるようになっている。そして、この締め付けにより発生する皿ばね組28aの弾発力が、高力ボルト32の軸力として摩擦板22と滑り板24との間に作用して、これら両者間に介在される摩擦材37を挟圧しつつ所定の摩擦力を発生させるようになっている。なお、図6(b)に示すように、ガイド環38はワッシャ34と一体形成するようにしても良い。」(段落[0061])と記載されている。
Patent Document 3 describes a vibration control structure for a building, characterized in that "at a joint of a building joined with a high-strength bolt, a sliding plate is provided on one of the two joined members, and a friction plate is provided on the other member so that it can slide freely on the sliding plate, and a biasing means is provided at the overlapping portion of the sliding plate and the friction plate for pressing them in a direction in which they are pressed against each other to form a friction damper, and the biasing means uses a disc spring that is deflected and deformed within a nonlinear spring region in which the variation in elastic force relative to the amount of deflection variation is small when a set pressure is applied, and a friction material is interposed on the contact surface between the friction plate and the sliding plate of the friction damper" (Claim 1).
In addition, "... the high-strength bolt 32 is inserted into the disc spring set 28a so that it is sandwiched between a washer 34 and a collar 35a arranged on the bolt head 32a side, and a collar 35b arranged on the friction plate 22 side, and a guide ring 38 is fitted into the inner periphery of the disc spring set 28a to maintain concentricity with the high-strength bolt 32. A washer 34 is also arranged on the nut 36 side, and by tightening the high-strength bolt 32 and the nut 36 in this state, the disc spring "The spring force of the disc spring set 28a generated by this tightening acts between the friction plate 22 and the sliding plate 24 as the axial force of the high strength bolt 32, and generates a predetermined friction force while pressing the friction material 37 interposed between them. As shown in FIG. 6(b), the guide ring 38 may be formed integrally with the washer 34." (paragraph [0061])

特開2007-308946号公報JP 2007-308946 A 特開平7-151129号公報Japanese Unexamined Patent Publication No. 7-151129 特開2000-34847号公報JP 2000-34847 A

皿バネを用いて、ナットとボルト(ネジ付き鋼棒)による定着部の緩め止めを行う技術は公知である(特許文献1及び2参照)が、複数の皿バネを用いた場合、特に皿バネの枚数が多くなると、外ガイド(特許文献1に記載された周縁を囲う枠体、特許文献2に記載された外周の立ち壁)のみでは、複数の皿バネの径方向の位置がバラついて、皿バネの反発力でナットを押し上げて緩み止めをすることが難しいという問題があった。
特許文献3に示された技術は、皿バネを用いているが、皿バネにより、ナットとボルトによる定着部の緩み止めを行うものではない。
The technology of using disc springs to prevent loosening of the fixed part formed by the nut and bolt (threaded steel rod) is publicly known (see Patent Documents 1 and 2). However, when multiple disc springs are used, particularly when the number of disc springs is large, there is a problem that the radial positions of the multiple disc springs vary with only an outer guide (a frame surrounding the periphery as described in Patent Document 1, and a standing wall on the outer periphery as described in Patent Document 2), making it difficult to use the repulsive force of the disc springs to push up the nut and prevent it from loosening.
The technology disclosed in Patent Document 3 uses a disc spring, but the disc spring is not used to prevent loosening of the fixed portion formed by the nut and bolt.

本発明は、ナットとネジ付き鋼棒による定着部の緩み止めを確実にできる緩み止め構造を提供することを課題とする。 The objective of the present invention is to provide a locking structure that can reliably prevent loosening of the fastening parts formed by the nut and threaded steel rod.

上記の課題を解決するために、本発明は、以下の手段を採用する。
(1)ナット、前記ナットと螺着するネジ付き鋼棒、径大部が、前記ナットの下面に接して配置され前記ネジ付き鋼棒が中央部を貫通すると共に、径小部が、径大部から下方に延在して前記ネジ付き鋼棒を取り囲む内ガイド、前記内ガイドの下部に配置され前記ネジ付き鋼棒及び内ガイドが貫通するアンカープレート、前記アンカープレートから上方に立設して前記ネジ付き鋼棒及び内ガイドを取り囲む外ガイド、前記ネジ付き鋼棒及び内ガイドが中央部を貫通し前記内ガイドと前記外ガイドの間に嵌め込まれた皿バネ群を備えた緩み止め構造。
(2)前記径大部は、上面が前記ナットの下面に接し、下面が前記皿バネ群の上面に接し、前記皿バネ群の圧縮時に、前記皿バネ群の上面と接する下面の外周部が前記外ガイドの上面と接触することで前記皿バネ群の破損を防止する請求項1に記載の緩み止め構造。
In order to solve the above problems, the present invention employs the following means.
(1) An anti-loosening structure comprising a nut, a threaded steel rod screwed into the nut, an inner guide having a large diameter portion arranged in contact with the underside of the nut and with the threaded steel rod passing through its center and a small diameter portion extending downward from the large diameter portion to surround the threaded steel rod, an anchor plate arranged below the inner guide and through which the threaded steel rod and inner guide pass, an outer guide erected upward from the anchor plate and surrounding the threaded steel rod and inner guide, and a group of disc springs fitted between the inner guide and the outer guide, with the threaded steel rod and inner guide passing through their centers.
(2) The anti-loosening structure according to claim 1, wherein the large diameter portion has an upper surface that contacts the lower surface of the nut and a lower surface that contacts the upper surface of the group of disc springs, and when the group of disc springs is compressed, the outer periphery of the lower surface that contacts the upper surface of the group of disc springs comes into contact with the upper surface of the outer guide, thereby preventing damage to the group of disc springs.

本発明においては、内ガイドと外ガイドの間に嵌め込まれた皿バネ群を備えた緩め止め構造とすることにより、木造建築物の木痩せ等が発生しても、それに追従するように皿バネが復元して、複数の皿バネの径方向の位置がバラつくのを抑制して、ナットとアンカープレートの間に延在するので、ナットとネジ付き鋼棒による定着部の緩み止めを確実にできるという効果を奏する。 In the present invention, by using an anti-loosening structure with a group of disc springs fitted between the inner and outer guides, even if wood shrinkage occurs in a wooden building, the disc springs will restore to their original state to accommodate it, preventing the radial positions of the multiple disc springs from varying, and extending between the nut and anchor plate, it is possible to reliably prevent loosening of the fixed part formed by the nut and threaded steel rod.

図1は、本発明の一実施形態に係る緩み止め構造を示す断面図である。FIG. 1 is a cross-sectional view showing a loosening prevention structure according to one embodiment of the present invention. 図2は、本発明の一実施形態に係る緩み止め構造を示す外観写真であり、(a)はナット1側から見た斜視外観写真、(b)はアンカープレート(アンカー)5側から見た斜視外観写真である。FIG. 2 is a photograph showing the appearance of an anti-loosening structure according to one embodiment of the present invention, in which (a) is a perspective photograph of the appearance as seen from the nut 1 side, and (b) is a perspective photograph of the appearance as seen from the anchor plate (anchor) 5 side.

本発明の一実施形態(以下、「本実施形態」という。)を、図1を用いて説明する。 One embodiment of the present invention (hereinafter referred to as "this embodiment") will be described with reference to FIG. 1.

図1に示すように、本実施形態は、ナット1、ナット1と螺着するネジ付き鋼棒2、径大部4Aが、ナット1の下面に接して配置されネジ付き鋼棒2が中央部を貫通すると共に、径小部4Bが、径大部4Aから下方に延在してネジ付き鋼棒2を取り囲む内ガイド3、内ガイド3の下部に配置されネジ付き鋼棒2及び内ガイド3が貫通するアンカープレート5、アンカープレート5から上方に立設してネジ付き鋼棒2及び内ガイド3を取り囲む外ガイド6、ネジ付き鋼棒2及び内ガイド3が中央部を貫通し内ガイド3と外ガイド6の間に嵌め込まれた皿バネ群7(複数の皿バネ)を備えた緩み止め構造である。 As shown in FIG. 1, this embodiment is an anti-loosening structure that includes a nut 1, a threaded steel rod 2 that screws into the nut 1, an inner guide 3 with a large diameter portion 4A that is arranged in contact with the underside of the nut 1 and with the threaded steel rod 2 penetrating through the center and a small diameter portion 4B that extends downward from the large diameter portion 4A to surround the threaded steel rod 2, an anchor plate 5 that is arranged below the inner guide 3 and through which the threaded steel rod 2 and inner guide 3 pass, an outer guide 6 that stands upright from the anchor plate 5 and surrounds the threaded steel rod 2 and inner guide 3, and a group of disc springs 7 (multiple disc springs) that are fitted between the inner guide 3 and the outer guide 6 and through which the threaded steel rod 2 and inner guide 3 pass through the center.

(ナット1)
図2に示されているように、ナット1は、六角ナットを用いることができる。
ナット1の寸法は、適宜設定することができるが、本実施形態においては、対角距離が53mm、高さが55mmである。
材質は、S45C(JIS G 4051:炭素含有量が0.42から0.48質量%の機械構造用炭素鋼鋼材)引抜材またはこれに相当するものを用いることができる。
なお、ナット1の内面には、後述するネジ付き鋼棒2の外面(ネジ部)と螺着するネジ部が設けられている。
(Nut 1)
As shown in FIG. 2, the nut 1 may be a hexagonal nut.
The dimensions of the nut 1 can be set appropriately, but in this embodiment, the diagonal distance is 53 mm and the height is 55 mm.
The material that can be used is S45C (JIS G 4051: carbon steel material for machine structures having a carbon content of 0.42 to 0.48 mass%) drawn material or an equivalent material.
The inner surface of the nut 1 is provided with a threaded portion that screws into the outer surface (threaded portion) of the threaded steel rod 2 described later.

(ネジ付き鋼棒2)
本実施形態において、ネジ付き鋼棒2は、熱間圧延で全長にネジ状のふしを成形した鋼棒を高周波熱処理した、JIS G 3109の異形鋼棒に規定される総ネジPC鋼棒である。このネジ付き鋼棒は、全長がネジ形状であるため施工現場で必要な長さに切断して使用でき、コンクリートとの付着強度が優れているという特徴がある。これ以外に、木造建築物などに通常用いられている種々のネジ付き鋼棒(ボルト)を用いることもできる。
ネジ付き鋼棒2の不純物は、JIS G 3109(PC鋼棒)に規定された、Pが0.030質量%以下、Sが0.035質量%以下、Cuが0.30質量%以下の範囲内とすることができる。
ネジ付き鋼棒2の寸法は、適宜設定することができるが、本実施形態においては、直径(外径)が25mmである。なお、ネジ付き鋼棒2の長軸方向の長さは用途に応じて適宜設定することができるが、ナット1、内ガイド3、アンカープレート5を貫通し、かつ、ナット1から外側に突出すると共に、内ガイド3からも外側に突出する長さを有している。
ネジ付き鋼棒2の特性について、耐力は、930N/mm以上のもの、若しくは、1080N/mm以上のものを用いることができる。引張強さは、1080N/mm以上のもの、若しくは、1230N/mm以上のものを用いることができる。伸びは、5%以上のものを用いることができる。最大引張荷重は、直径に応じて、411kN以上から1253kN以上のものを用いることができる。
(Threaded steel rod 2)
In this embodiment, the threaded steel bar 2 is a fully threaded PC steel bar as specified in the deformed steel bar of JIS G 3109, which is a steel bar with threaded knots formed along its entire length by hot rolling and then subjected to high-frequency heat treatment. This threaded steel bar has the advantage that it can be cut to the required length at the construction site and used because it has a threaded shape along its entire length, and has excellent adhesive strength with concrete. In addition, various threaded steel bars (bolts) that are normally used in wooden buildings, etc. can also be used.
The impurities of the threaded steel bar 2 can be within the ranges specified in JIS G 3109 (PC steel bar), that is, P is 0.030 mass% or less, S is 0.035 mass% or less, and Cu is 0.30 mass% or less.
The dimensions of the threaded steel rod 2 can be set as appropriate, but in this embodiment, the diameter (outer diameter) is 25 mm. The length of the threaded steel rod 2 in the longitudinal direction can be set as appropriate depending on the application, but it has a length that penetrates the nut 1, the inner guide 3, and the anchor plate 5, and protrudes outward from the nut 1 and also from the inner guide 3.
Regarding the properties of the threaded steel bar 2, a proof stress of 930 N/ mm2 or more or 1080 N/ mm2 or more can be used. A tensile strength of 1080 N/ mm2 or more or 1230 N/ mm2 or more can be used. An elongation of 5% or more can be used. A maximum tensile load of 411 kN or more to 1253 kN or more can be used depending on the diameter.

(内ガイド3)
内ガイド3は、ナット1の下面に接して配置されネジ付き鋼棒2が中央部を貫通すると共に、下方に延在してネジ付き鋼棒2を取り囲む管状体を用いることができる。
内ガイド3は、詳しくは、径大部4Aと、径小部4Bを備える。
内ガイド3の寸法は、適宜設定することができるが、本実施形態においては、径大部4Aの外径が90mm、内径が26mm、厚さが14mmであり、径小部4Bの外径が32mm、内径が26mm、長さが280mmである。
材質は、SPCC(JIS G 3141:炭素量が0.15質量%以下の冷間圧延鋼板)またはSS400(JIS G 3101:Pが0.05質量%以下、Sが0.05質量%以下の熱間圧延構造用鋼)のものを用いることができる。なお、表面がユニクロメッキ(電気亜鉛メッキされた材料に対してフッ化物を含んだ溶液でクロメート処理)がされていてもよい。
(Inner guide 3)
The inner guide 3 can be a tubular body that is disposed in contact with the underside of the nut 1 , has the threaded steel rod 2 penetrating its center, and extends downward to surround the threaded steel rod 2 .
More specifically, the inner guide 3 has a large diameter portion 4A and a small diameter portion 4B.
The dimensions of the inner guide 3 can be set as appropriate, but in this embodiment, the large diameter portion 4A has an outer diameter of 90 mm, an inner diameter of 26 mm, and a thickness of 14 mm, while the small diameter portion 4B has an outer diameter of 32 mm, an inner diameter of 26 mm, and a length of 280 mm.
The material may be SPCC (JIS G 3141: cold-rolled steel plate with a carbon content of 0.15 mass% or less) or SS400 (JIS G 3101: hot-rolled structural steel with P of 0.05 mass% or less and S of 0.05 mass% or less). The surface may be unichrome plated (electrogalvanized material is chromated with a solution containing fluoride).

(アンカープレート5)
アンカープレート5は、内ガイド3の下部に配置されネジ付き鋼棒2及び内ガイド3が貫通する貫通孔5aが設けられた四角形のプレートを用いることができる。
アンカープレート5の寸法は、適宜設定することができるが、本実施形態においては、二面幅が120mm、厚さが25mm、貫通孔5aの孔径(内径)が33mmである。
材質は、S400以上またはこれに相当するものを用いることができる。
(Anchor plate 5)
The anchor plate 5 can be a square plate disposed under the inner guide 3 and having a through hole 5a through which the threaded steel rod 2 and the inner guide 3 pass.
The dimensions of the anchor plate 5 can be set appropriately, but in this embodiment, the two-face width is 120 mm, the thickness is 25 mm, and the hole diameter (inner diameter) of the through hole 5a is 33 mm.
The material used may be S400 or higher or an equivalent material.

(外ガイド6)
外ガイド6は、アンカープレート5から上方に立設している管状体であり、ネジ付き鋼棒2及び内ガイド3を取り囲んでいる。本実施形態では、アンカープレート5と外ガイド6は、溶接で接合されている。なお、アンカープレート5と外ガイド6を一体成形としてもよい。
外ガイド6の寸法は、適宜設定することができるが、本実施形態においては、外径が95mm、内径が75mm、厚さが10mm、長さが130mmである。
材質は、STKM(JIS G 3445:機械構造用炭素鋼鋼管)のものを用いることができる。ユニクロメッキがされていてもよい。
(Outer guide 6)
The outer guide 6 is a tubular body standing upward from the anchor plate 5, and surrounds the threaded steel rod 2 and the inner guide 3. In this embodiment, the anchor plate 5 and the outer guide 6 are joined by welding. Note that the anchor plate 5 and the outer guide 6 may be integrally formed.
The dimensions of the outer guide 6 can be set appropriately, but in this embodiment, the outer diameter is 95 mm, the inner diameter is 75 mm, the thickness is 10 mm, and the length is 130 mm.
The material may be STKM (JIS G 3445: carbon steel pipe for machine structure). The pipe may be unichrome plated.

(皿バネ群7)
皿バネ群(複数の皿バネ)7は、ネジ付き鋼棒2及び内ガイド3が貫通する貫通孔7aを中央部に設けた皿状のバネが複数積層されたものであり、かつ、内ガイド3と外ガイド6の間に嵌め込まれるものであり、寸法は適宜設定される。本実施形態においては、外径が71mm、内径が36mm、厚さが4mm、たわみが1.6mmである。
材質は、NiメッキしたSUS等を用いることができる。
皿バネ群7の枚数は、木造建築物の土台などの厚さに合わせて適宜設定される。
(Disc spring group 7)
The disc spring group (plurality of disc springs) 7 is made up of multiple stacked disc-shaped springs, each having a through hole 7a in the center through which the threaded steel rod 2 and the inner guide 3 pass, and is fitted between the inner guide 3 and the outer guide 6, with its dimensions appropriately set. In this embodiment, the outer diameter is 71 mm, the inner diameter is 36 mm, the thickness is 4 mm, and the deflection is 1.6 mm.
The material may be Ni-plated SUS or the like.
The number of disc springs 7 is appropriately set according to the thickness of the foundation of a wooden building.

皿バネ群7の積層状態については、図1に示されるように、2枚を抱き合わせ状態とし、抱き合わせ状態の皿バネ組を複数設けることができる。又は、複数枚を笠状に積層し、笠状に積層した皿バネ組を抱き合わせ状態としてもよい。皿バネの積層状態を変えることにより、複数の皿バネを組み合わせた全体の許容たわみ量を変化させることができる。 As shown in FIG. 1, the stacking state of the disc spring group 7 can be such that two disc springs are tied together, and multiple sets of tied disc springs are provided. Alternatively, multiple disc springs can be stacked in a cap-like shape, and the cap-like stacked disc spring sets can be tied together. By changing the stacking state of the disc springs, the overall allowable deflection amount of the multiple disc springs combined can be changed.

(緩み止め構造の組み立て)
緩み止め構造の組み立ては、例えば、次のように行う。
外ガイド6を立設したアンカープレート5の当該外ガイド6の内面に、皿バネを複数枚入れて積み重ねて皿バネ群7とした後、内ガイド3の径小部4Bを、皿バネ群7の中央部の貫通孔7a、アンカープレート5の貫通孔5aに貫通させ、内ガイド3の径小部4Bと外ガイド6の間に複数枚の皿バネ(皿バネ群)7を嵌め込む。
(Assembly of anti-loosening structure)
The anti-loosening structure is assembled, for example, as follows.
A plurality of disc springs are placed on the inner surface of the outer guide 6 of the anchor plate 5 on which the outer guide 6 is erected and stacked to form a disc spring group 7, and then the small diameter portion 4B of the inner guide 3 is penetrated through the central through hole 7a of the disc spring group 7 and the through hole 5a of the anchor plate 5, and the multiple disc springs (disc spring group) 7 are fitted between the small diameter portion 4B of the inner guide 3 and the outer guide 6.

次に、ネジ付き鋼棒2を、内ガイド3の貫通孔3a、アンカープレート5の貫通孔5a(内ガイド3の径小部4Bが貫通)に貫通させ、ネジ付き鋼棒2の上部にナット1を螺着すれば、緩み止め構造が完成する。
上記のように、本実施形態によれば、簡便に、緩み止め構造を組み立てることができる。
Next, the threaded steel rod 2 is passed through the through hole 3a of the inner guide 3 and the through hole 5a of the anchor plate 5 (through which the small diameter portion 4B of the inner guide 3 passes), and the nut 1 is screwed onto the top of the threaded steel rod 2, completing the anti-loosening structure.
As described above, according to this embodiment, the anti-loosening structure can be easily assembled.

本実施形態に係る緩め止め構造を、木造建築物の接合に適用する場合について説明する。
ここで、木造建築物とは、建築物の躯体のうち少なくとも1つの構造体、例えば、コンクリートからなる基礎の上の土台が木質材からなる建築物のことをいう。
The case where the anti-loosening structure according to this embodiment is applied to the joining of a wooden building will be described.
Here, a wooden building refers to a building in which at least one structural element of the building's framework, for example a base made of concrete and a foundation made of wood, is made.

本実施形態に係る緩め止め構造を、木造建築物の接合に適用する場合、基礎から突設したネジ付き鋼棒2を、建物ユニットの壁パネルが備える木質材の土台に設けたネジ付き鋼棒2の挿通孔(図示なし)と、アンカープレート5の下部から内ガイド3の貫通孔3aとに挿通し、この土台側のネジ付き鋼棒2の挿通孔(内ガイド3が貫通)の周囲にアンカープレート5を接触させた状態で、ネジ付き鋼棒2の上部にナット1を螺着する。これにより、木質材からなる土台が木痩せしても、ナット1の下面に接する内ガイド3の径大部4Aとアンカープレート5との間に位置する内ガイド3の径小部4Bと外ガイド6の間に嵌め込まれた皿バネ群7がその木痩せに追従するように復元して、内ガイド3の径大部4Aとアンカープレート5の間に延在する。その際に、皿バネ群7は、内ガイド3の径小部4Bと外ガイド6の間に嵌め込まれているので、その位置がネジ付き鋼棒2の径方向にずれることなく復元し、ナット1とネジ付き鋼棒2による定着部の緩みを確実に防止することができる。 When the anti-loosening structure according to this embodiment is applied to the joining of wooden buildings, the threaded steel rod 2 protruding from the foundation is inserted into the insertion hole (not shown) of the threaded steel rod 2 provided in the wooden base of the wall panel of the building unit and into the through hole 3a of the inner guide 3 from the bottom of the anchor plate 5, and the nut 1 is screwed onto the top of the threaded steel rod 2 with the anchor plate 5 in contact with the periphery of the insertion hole (through which the inner guide 3 passes) of the threaded steel rod 2 on the base side. As a result, even if the wooden base shrinks, the disc spring group 7 fitted between the small diameter part 4B of the inner guide 3, which is located between the large diameter part 4A of the inner guide 3 that contacts the underside of the nut 1 and the anchor plate 5, and the outer guide 6, will recover to follow the wood shrinkage and extend between the large diameter part 4A of the inner guide 3 and the anchor plate 5. At that time, the disc spring group 7 is fitted between the small diameter portion 4B of the inner guide 3 and the outer guide 6, so that its position is restored without shifting in the radial direction of the threaded steel rod 2, and loosening of the fixed portion between the nut 1 and the threaded steel rod 2 can be reliably prevented.

図1及び図2に示すように、前記内ガイド3は、上面がナット1の下面に接し、下面が皿バネ群7の上面に接し、かつ、ネジ付き鋼棒2が中央部を貫通する径大部4Aと、径大部4Aに一体化して配置されネジ付き鋼棒2が中央部を貫通すると共に、下方に延在してネジ付き鋼棒2を取り囲み、アンカープレート5を貫通し、外ガイド6に取り囲まれ、皿バネ群7の中央部を貫通し皿バネ群7を外ガイド6との間に嵌め込む径小部4Bとを備え、径大部4Aは、皿バネ群7の圧縮時に、皿バネ群7の上面と接する下面の外周部が外ガイド6の上面と接することで皿バネ群7の破損を防止することが好ましい。
このような内ガイド3を用いることで、部品点数少なく、皿バネ群7の圧縮による破損を防止することができる。
As shown in Figures 1 and 2, the inner guide 3 is provided with a large diameter portion 4A, the upper surface of which contacts the lower surface of the nut 1 and the lower surface of which contacts the upper surface of the disc spring group 7, and through which the threaded steel rod 2 passes in the center, and a small diameter portion 4B, which is arranged integrally with the large diameter portion 4A, the threaded steel rod 2 passes through the center, extends downward to surround the threaded steel rod 2, passes through the anchor plate 5, is surrounded by the outer guide 6, passes through the center of the disc spring group 7, and fits the disc spring group 7 between the large diameter portion 4A and the outer guide 6. It is preferable that, when the disc spring group 7 is compressed, the outer periphery of the lower surface of the large diameter portion 4A, which contacts the upper surface of the disc spring group 7, contacts the upper surface of the outer guide 6, thereby preventing damage to the disc spring group 7.
By using such an inner guide 3, the number of parts can be reduced and damage to the disc springs 7 due to compression can be prevented.

本発明に係る緩み止め構造は、ナット1とネジ付き鋼棒2による定着部の緩みを確実に防止することができるので、木造建築物などの定着部に使用するのに好適である。 The anti-loosening structure of the present invention can reliably prevent loosening of the fastening parts formed by the nut 1 and the threaded steel rod 2, making it suitable for use in fastening parts of wooden buildings, etc.

1:ナット
2:ネジ付き鋼棒
3:内ガイド
3a:内ガイド3に設けたネジ付き鋼棒の貫通孔
4A:径大部
4B:径小部
5:アンカープレート
5a:アンカープレート5に設けた内ガイド4の貫通孔
6:外ガイド
7:皿バネ群
7a:皿バネ7に設けた内ガイド4の貫通孔
1: Nut 2: Threaded steel rod 3: Inner guide 3a: Through hole of threaded steel rod provided in inner guide 3 4A: Large diameter section 4B: Small diameter section 5: Anchor plate 5a: Through hole of inner guide 4 provided in anchor plate 5 6: Outer guide 7: Disc spring group 7a: Through hole of inner guide 4 provided in disc spring 7

Claims (1)

ナット、前記ナットと螺着するネジ付き鋼棒、径大部が、前記ナットの下面に接して配置され前記ネジ付き鋼棒が中央部を貫通すると共に、径小部が、径大部から下方に延在して前記ネジ付き鋼棒を取り囲む内ガイド、前記内ガイドの下部に配置され前記ネジ付き鋼棒及び内ガイドが貫通するアンカープレート、前記アンカープレートから上方に立設して前記ネジ付き鋼棒及び内ガイドを取り囲む外ガイド、前記ネジ付き鋼棒及び内ガイドが中央部を貫通し前記内ガイドと前記外ガイドの間に嵌め込まれた皿バネ群を備え、前記内ガイドの径大部は、上面が前記ナットの下面に接し、下面が前記皿バネ群の上面に接し、前記皿バネ群の圧縮時に、前記皿バネ群の上面と接する下面の外周部が前記外ガイドの上面と接触することで前記皿バネ群の破損を防止する、緩み止め構造。 an inner guide having a large diameter portion arranged in contact with the underside of the nut, with the threaded steel rod passing through its central portion and a small diameter portion extending downward from the large diameter portion to surround the threaded steel rod; an anchor plate arranged below the inner guide and through which the threaded steel rod and the inner guide pass; an outer guide erected upward from the anchor plate and surrounding the threaded steel rod and the inner guide; and a group of disc springs fitted between the inner guide and the outer guide, with the threaded steel rod and inner guide passing through its central portion , wherein the upper surface of the large diameter portion of the inner guide is in contact with the underside of the nut and the lower surface is in contact with the upper surface of the group of disc springs, and when the group of disc springs is compressed, the outer peripheral portion of the lower surface that is in contact with the upper surface of the group of disc springs comes into contact with the upper surface of the outer guide, thereby preventing damage to the group of disc springs .
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013515A (en) 2000-06-29 2002-01-18 Akira Taniguchi Nut and washer for tightening wood
JP2002221212A (en) 2001-01-25 2002-08-09 Takeshi Hayakawa Release-preventing device for bolt and manufacturing method for the device
JP2003322125A (en) 2002-05-07 2003-11-14 Isamu Yamazaki Detection seat for bolt fastening force
JP3217572U (en) 2018-06-06 2018-08-16 稔 諸冨 Interlayer adhesion hardware for wooden multi-layer buildings
US20180231145A1 (en) 2017-02-14 2018-08-16 Weir Canada, Inc. Clamp-on directional anchor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013515A (en) 2000-06-29 2002-01-18 Akira Taniguchi Nut and washer for tightening wood
JP2002221212A (en) 2001-01-25 2002-08-09 Takeshi Hayakawa Release-preventing device for bolt and manufacturing method for the device
JP2003322125A (en) 2002-05-07 2003-11-14 Isamu Yamazaki Detection seat for bolt fastening force
US20180231145A1 (en) 2017-02-14 2018-08-16 Weir Canada, Inc. Clamp-on directional anchor
JP3217572U (en) 2018-06-06 2018-08-16 稔 諸冨 Interlayer adhesion hardware for wooden multi-layer buildings

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