JP2005351433A - Nut for tightening - Google Patents

Nut for tightening Download PDF

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JP2005351433A
JP2005351433A JP2004174976A JP2004174976A JP2005351433A JP 2005351433 A JP2005351433 A JP 2005351433A JP 2004174976 A JP2004174976 A JP 2004174976A JP 2004174976 A JP2004174976 A JP 2004174976A JP 2005351433 A JP2005351433 A JP 2005351433A
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cutting blade
inverted conical
peripheral
nut
cylindrical body
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Eiji Ikeda
栄治 池田
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a nut for tightening having excellent strength and capable of obtaining stable tightening force in a short time always. <P>SOLUTION: This nut for tightening is composed of a cylindrical body 2 having a screw-fitting screw part 1 at the inner periphery, a reverse conical part 3 provided at a terminal on the opposite side for preceding screw-fitting so as to enlarge outside diameter sequentially from the halfway of an outer peripheral face of the cylindrical body, a collar part 4 provided by protruding in the peripheral direction from a peripheral fringe part having the maximum diameter of the reverse conical part, an engaging part in which a bit of an impact wrench provided on a terminal face of the reverse conical part is detachably fitted and engaged, a plurality of first cutting blades 6 provided toward a section having the maximum diameter from a section having the minimum diameter of a peripheral face of the reverse conical part and inclined forward from the direction of rotation, and a second cutting blade 7 continuous with the first cutting blade and provided by inclining backward in the direction of rotation toward a peripheral fringe of a rear face of the collar part. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、例えば基礎コンクリートに立設したアンカーボルトにねじ込んで、基礎コンクリートに土台を緊締するための緊締用ナットに関する。   The present invention relates to a tightening nut that is screwed into, for example, an anchor bolt erected on foundation concrete to tighten a foundation on the foundation concrete.

基礎コンクリートに立設したアンカーボルトを土台の貫通孔に挿入しながら、基礎コンクリート上に土台を載置したのち、アンカーボルトに緊締用ナットをねじ込むと共に、緊締用ナットの端末(ねじ込み方向の反対側端)側の鍔部や逆円錐部の係合部と電動インパクトレンチの係合部とを係合させて、この係合関係の状況下で緊締用ナットを強制的に回動させながらねじ込む。   Insert the anchor bolt standing on the foundation concrete into the through hole of the foundation and place the foundation on the foundation concrete, and then screw the tightening nut into the anchor bolt and the end of the tightening nut (on the opposite side of the screwing direction) The engagement portion of the flange portion on the end) side or the inverted conical portion is engaged with the engagement portion of the electric impact wrench, and the tightening nut is screwed while forcibly rotating under this engagement relationship.

その際、鍔部や逆円錐部に設けてある切削刃により土台を切削しながら、土台上面の切削凹入部に鍔部や円錐部が埋設状に納まりながら、基礎コンクリートに土台を緊締固定するものがある(例えば、特許文献1、特許文献2、特許文献3及び特許文献4)。   At that time, the base is tightened and fixed to the foundation concrete while the base is cut with the cutting blade provided on the base and the inverted conical part, while the base and the conical part are embedded in the cutting recess on the top surface of the base. (For example, Patent Document 1, Patent Document 2, Patent Document 3, and Patent Document 4).

特開2002−168223号公報JP 2002-168223 A 特開2003−106322号公報JP 2003-106322 A 特許第3007297号公報Japanese Patent No. 3007297 特許第2929576号公報Japanese Patent No. 2929576

ところで、座金とナット部とからなる構造のものは、土台に座金を座掘りするため座金の厚みを厚くすることが(現物は、4.5mm〜5mm程度)できない。   By the way, the thing of the structure which consists of a washer and a nut part cannot thicken the thickness of a washer (the actual thing is about 4.5 mm-about 5 mm) in order to dig a washer on a base.

その理由は、強度をもたせるために座金の厚みを厚くすると、座掘りが深くなって時間がかかる。   The reason is that if the thickness of the washer is increased in order to give strength, the digging becomes deeper and it takes time.

逆に、座掘りを浅くして時間を短縮すると、強度がないと共に、係合部が浅くなってビットが外れやすい。   On the other hand, if the time is shortened by shallowing the counter digging, the strength is not strong, and the engaging portion becomes shallow and the bit is likely to come off.

従って、ナット部と座金との繋がり部分の厚みが薄く、場合によっては、ナット部に対し鍔部がちぎれることがあり、俗に言う首飛び原因になる。   Accordingly, the thickness of the connecting portion between the nut portion and the washer is thin, and in some cases, the collar portion may be broken with respect to the nut portion, which is a common cause of neck skipping.

また、加えてボルトの先端位置が土台の上面に対し下方(基礎コンクリート側に)5mm〜10mmに位置すると、鍔部にかかる応力が大きく、耐震性に問題があった。   In addition, when the tip of the bolt is positioned 5 mm to 10 mm below (on the foundation concrete side) with respect to the upper surface of the base, the stress applied to the heel portion is large, and there is a problem in earthquake resistance.

さらに、周面刃の回転方向前方に三角錐状の空間を存在させて、この存在により座掘り時の切屑を排出させるようになっている。   Furthermore, a triangular pyramid-shaped space is present in front of the circumferential blade in the rotational direction, and the presence of this allows the chips during the digging to be discharged.

しかしながら、鍔部の周縁空間部分の肉厚が極めて薄くなるので、鍔部にかかる応力によりさけめの発生原因(ナット部と座金部との繋がり部分の肉厚が薄いため、そして首飛びの原因にもなる)にもなる。   However, since the thickness of the peripheral space of the buttock is extremely thin, the cause of the shark due to the stress on the buttock (because the wall thickness of the connecting part between the nut and washer is thin, and the cause of the neck jump Also become).

施工にともなうインパクトレンチと鍔部との係合も、ボルトの鉛直線上にインパクトレンチをセットできる場所であってもインパクトレンチの若干の傾きがあると係合関係が悪く、作業条件の悪い場所では、なお一層危険であり、かつより時間がかかる。   The engagement between the impact wrench and the heel part during construction is poor even if the impact wrench can be set on the vertical line of the bolt. Even more dangerous and time consuming.

その原因は、ダボとダボ穴との係合、すなわち引っかかりにある。   The cause is the engagement between the dowel and the dowel hole, that is, the catch.

また、螺子孔を有する円筒部と切削刃を有する逆円錐状の鍔部との組み合わせ構造のものは、切削刃を外周方向に向かって漸次低く(突出度合いが順次小さくしてある)してあるので、ナットの鍔部の外周部は座掘り機能を果すのと全く逆効果になる。すなわち、鍔部がストッパの働きをしてナットが入っていかない。入っても2〜4倍の時間がかかる。   Moreover, the thing of the combined structure of the cylindrical part which has a screw hole, and the reverse cone-shaped collar part which has a cutting blade makes the cutting blade gradually low toward the outer peripheral direction (the degree of protrusion is made small sequentially). Therefore, the outer peripheral portion of the nut heel portion is completely opposite to the effect of performing the digging function. In other words, the collar functions as a stopper and the nut does not enter. Even if it enters, it takes 2-4 times.

すなわち、ボルトのピッチは、通常P=1.75が使われており、円筒部の周辺の切削刃の突出高さが1.5mm程度あるので、皿形状の半分ぐらいまでは、何とか木屑も排出して入っていくが、土台の上面から鍔部の上面が3〜5mm位で急にインパクトレンチの回転が止まる(鍔部の外周部は、木材にボーリングする機能を阻止するストッパになる)。   That is, the pitch of the bolt is normally P = 1.75, and the protruding height of the cutting blade around the cylindrical portion is about 1.5 mm. However, the impact wrench suddenly stops when the upper surface of the heel part is about 3 to 5 mm from the upper surface of the base (the outer periphery of the heel part serves as a stopper that prevents the function of boring wood).

すなわち、切削刃を螺合する方向の後方に位置(切削刃をやや渦巻き状にしてある)する。   That is, the cutting blade is positioned behind the screwing direction (the cutting blade is slightly spiraled).

すると、ボーリングとしての機能を果すのと全く逆効果である。   Then, it is quite counterproductive to fulfilling the function as a bowling.

その理由は、回転方向より後方及び渦巻き状は、木屑をナットの回転進行方向と逆の方向に流れるように意図したもので、回転当初は、木屑は後方に移動するが、切削刃が渦巻状で移動距離が長く、尚かつ切削刃の高さが低くなるので、木屑が圧縮され排出が止まる。   The reason is that the backward and spiral shape from the rotation direction is intended to allow the wood chips to flow in the direction opposite to the direction of rotation of the nut. At the beginning of rotation, the wood chips move backward, but the cutting blade is spiral. Since the moving distance is long and the height of the cutting blade is low, the wood chips are compressed and the discharge is stopped.

そこで、この発明は、上記の各問題を解決した主に木造住宅のコンクリート基礎と土台との固定に使用する緊締用ナットを提供することにある。   Then, this invention is providing the nut for fastening used mainly for fixing the concrete foundation and foundation of a wooden house which solved each said problem.

上記の課題を解決するために、この発明は、内周に螺合ネジ部を有する筒状体と、この筒状体の外周面途中から螺合先行の反対側末端に逐次外径が大きくなるように設けた逆円錐部と、この逆円錐部の最大径周縁部から周方向に突出させて設けた鍔部と、上記逆円錐部の末端面に設けたインパクトレンチのビットを着脱自在に嵌入係合する係合部と、上記逆円錐部の周面最小径部位から最大径部位に向けて設けた回転方向より前方に傾斜させた複数条の第1切削刃と、この第1切削刃から連なって上記鍔部の裏面周縁に向けて回転方向の後方へ傾斜させて設けた第2切削刃とからなる構成を採用する。   In order to solve the above-described problems, the present invention has a cylindrical body having a threaded screw portion on the inner periphery, and the outer diameter is sequentially increased from the middle of the outer peripheral surface of the cylindrical body to the opposite end of the threading front. The reverse cone part provided in this way, the flange part protruding in the circumferential direction from the peripheral part of the maximum diameter of the reverse cone part, and the bit of the impact wrench provided on the end face of the reverse cone part are detachably fitted. From the engaging portion to be engaged, a plurality of first cutting blades inclined forward from the rotational direction provided from the peripheral surface minimum diameter portion to the maximum diameter portion of the inverted conical portion, and the first cutting blade The structure which consists of the 2nd cutting blade which inclined and provided in the back in the rotation direction toward the back surface periphery of the said collar part continuously is employ | adopted.

また、前記の係合部が、逆円錐部の末端面から内方に向けて形成した円形の凹入穴と、この凹入穴の周面等間隔位置で軸芯に沿うよう設けた複数条の縦溝とからなる構成や、逆円錐部の末端面から内方に向けて設けた平面多角形で、かつ輪状の凹入溝で構成することもある。   Further, the engaging portion has a circular recessed hole formed inwardly from the end surface of the inverted conical portion, and a plurality of strips provided along the shaft core at circumferentially equal positions of the recessed hole. There are also cases where it is constituted by a vertical groove, or a planar polygon provided inward from the end face of the inverted conical portion, and a ring-shaped recessed groove.

以上のように、この発明の緊締用ナットによれば、鍔部を逆円錐部の最大径周縁部から周方向に突出させて設けてあるので、逆円錐部の肉厚の厚い部分に鍔部が繋がって大幅な強度アップになって、鍔部がちぎれることがないと共に、アンカーボルトの先端位置が安全性を見て、又設置作業効率から土台の上面より下方にあっても鍔部にかかる応力を逆円錐部に緩和(受け止めて)して耐震性に問題を起こすことがない。   As described above, according to the tightening nut of the present invention, since the flange portion is provided so as to protrude in the circumferential direction from the peripheral portion of the maximum diameter of the inverted conical portion, the flange portion is formed on the thick portion of the inverted cone portion. Is connected, and the strength is greatly increased, so that the buttock is not torn off, and the tip position of the anchor bolt can be seen from the safety. The stress is relieved (accepted) to the inverted conical part, and there is no problem with earthquake resistance.

勿論、土台の加圧面積も、鍔部と逆円錐部とで大幅に増加して安定固定が可能になると共に、逆円錐部が土台にくさび状に喰い込むため、土台の膨張伸縮にも耐えてナットがゆるまず、常に安定した締め付け力を得ることができる。   Of course, the pressurization area of the foundation is also greatly increased at the heel and inverted cone, enabling stable fixation, and the inverted cone bites into the foundation in a wedge shape, so it can withstand expansion and contraction of the foundation. As a result, the nut is not loosened, and a stable tightening force can always be obtained.

また、第1切削刃によって切削された木屑は、土台の貫通孔内に降送されて排出されるので、木屑の目詰りがなく逆円錐部の嵌り込む凹入部の切削がスムーズに、かつ短時間で良好に行なうことができると共に、第2切削刃によって土台の上面に鍔部の嵌り込み凹入部の切削を行なうと共に、切削にともなう木屑を排出方向に押し逃がすので、木屑の圧縮や排出が止まることもない。   In addition, since the wood chips cut by the first cutting blade are transported down and discharged into the through-hole of the base, the cutting of the recessed portion into which the inverted conical portion is fitted without any clogging of the wood chips is smooth and short. In addition to being able to perform well in time, the second cutting blade cuts the indented portion of the buttock on the upper surface of the base and pushes and releases the wood chips accompanying the cutting in the discharge direction. There is no stopping.

その結果、緊締用ナットの装着が安定よく、かつ短時間で行なうことができる。   As a result, the tightening nut can be attached stably and in a short time.

さらに、凹入穴と、この凹入穴の内周の縦溝とで、また輪状の凹入溝により回動駆動側ビットの挿入時の係合用係合部を形成するので、ダボとダボ穴(孔)のような係合関係と異なりビットが外れることなく確実な係合関係になる。   Further, the dowel and the dowel hole are formed by the recess hole and the vertical groove on the inner periphery of the recess hole, and the ring-shaped recess groove forms an engaging portion for engaging the rotational drive side bit. Unlike the engagement relationship such as (hole), a secure engagement relationship is achieved without detaching the bit.

以下、この発明の実施形態を添付図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

この発明の第1の実施形態では、図1から図4に示すように、内面に螺合ネジ部1を有する筒状体2の外周面中途から螺合先行の反対側末端には、末端方向に逐次外径が大きくなる逆円錐部3が設けてある。   In the first embodiment of the present invention, as shown in FIG. 1 to FIG. Are provided with an inverted conical portion 3 that gradually increases in outer diameter.

また、逆円錐部3の最大径の周縁から周方向に突出する鍔部4を設ける。   Moreover, the collar part 4 which protrudes in the circumferential direction from the periphery of the largest diameter of the reverse cone part 3 is provided.

さらに、逆円錐部3の末端面には、インパクトレンチのビット(図示省略)を着脱自在に嵌入係合する係合部5が設けてある。   Further, an engagement portion 5 for removably inserting and engaging a bit (not shown) of an impact wrench is provided on the end surface of the inverted conical portion 3.

上記逆円錐部3の周面最小径部から最大径部位(鍔部4の繋がり部分)に向けて回転方向より前方に傾斜させた複数条の第1切削刃6を設け、この第1切削刃6から連なって鍔部4の裏面周縁に向けて回転方向の後方に傾斜させた第2切削刃7を設ける。   A plurality of first cutting blades 6 that are inclined forward from the rotational direction from the smallest peripheral surface portion of the inverted conical portion 3 toward the maximum diameter portion (the connecting portion of the flange portion 4) are provided. The 2nd cutting blade 7 which continued from 6 and was made to incline back in the rotation direction toward the back surface periphery of the collar part 4 is provided.

上記のように構成した緊締用ナットAは、鍛造により成型する。   The tightening nut A configured as described above is formed by forging.

次に使用方法を説明
まず、図5に示すように、基礎コンクリート11上に土台12(木製の)を載置する。
Next, a method of use is described. First, as shown in FIG. 5, a base 12 (wooden) is placed on the foundation concrete 11.

その際、基礎コンクリート11から立設したアンカーボルト13を土台12の貫通孔14に挿入しておく。   At that time, anchor bolts 13 erected from the foundation concrete 11 are inserted into the through holes 14 of the base 12.

上記の貫通孔14の直径は、アンカーボルト13の直径よりも或る程度大径にしてあって、貫通孔14とアンカーボルト13との間に木屑の落下(逃げ込み用の)空隙がある。   The diameter of the through hole 14 is set to be somewhat larger than the diameter of the anchor bolt 13, and there is a space for dropping wood (for escape) between the through hole 14 and the anchor bolt 13.

勿論、貫通孔14に緊締用ナットAの筒状体2を挿入可能になっている。   Of course, the cylindrical body 2 of the tightening nut A can be inserted into the through hole 14.

そして、図5に示すように、筒状体2の螺合先行端の内周縁部にアンカーボルト13のリード部15を設けておくと、アンカーボルト13に対する筒状体2の嵌合が容易になると共に、螺合開始時の食付きがスムーズになる。   As shown in FIG. 5, when the lead portion 15 of the anchor bolt 13 is provided on the inner peripheral edge portion of the screwing leading end of the tubular body 2, the tubular body 2 can be easily fitted to the anchor bolt 13. At the same time, the biting at the start of screwing becomes smooth.

なお、上記の係合部5は、図示の場合インパクトレンチの市販のビット(図示省略)の六角形の角軸が係合状態に嵌入係合する六角形の角穴を示したが、限定されずその他の係合関係になる、例えばタボ穴とタボなどであってもよい。   In addition, although the above-mentioned engaging part 5 showed the hexagonal square hole which the hexagonal square axis of the commercially available bit (illustration omitted) of an impact wrench fits and engages in an engagement state in the case of illustration, it is limited. For example, a tab hole and a tab may be used.

しかして、係合部5にインパクトレンチのビットを係合関係にしたのち、この係合関係の状況下でインパクトレンチを運転しながら一方向に緊締用ナットAを回動する。   Thus, after engaging the bit of the impact wrench with the engaging portion 5, the tightening nut A is rotated in one direction while operating the impact wrench under the condition of the engagement.

すると、アンカーボルト13にネジ部1を有する筒状体2がねじ込まれて、図5下方に降送される途中に、まず貫通孔14の上縁に逆円錐部3の第1切削刃6が当接して貫通孔14の上縁部を切削して、切削にともなう逆円錐穴Bに逆円錐部3が嵌入する。   Then, while the cylindrical body 2 having the threaded portion 1 is screwed into the anchor bolt 13 and is moved downward in FIG. 5, first, the first cutting blade 6 of the inverted conical portion 3 is first placed on the upper edge of the through hole 14. The upper cone part of the through-hole 14 is abutted and cut, and the inverted conical part 3 is inserted into the inverted conical hole B accompanying the cutting.

上記第1切削刃6による切削屑は、中心方向に送り込まれ、送り込まれた切削屑は、貫通孔14内に落下(降送)する。   The cutting waste from the first cutting blade 6 is fed in the center direction, and the fed cutting waste falls (falls down) into the through hole 14.

そして、土台12の上面に鍔部4の第2切削刃7が当接すると、第2切削刃7によって土台12の上面を切削しながら、土台12の上面に凹入段部Cを形成すると共に、この凹入段部Cに鍔部4が嵌り込む。   And when the 2nd cutting blade 7 of the collar part 4 contact | abuts on the upper surface of the base 12, while cutting the upper surface of the base 12 with the 2nd cutting blade 7, while forming the recessed step part C in the upper surface of the base 12, The flange 4 is fitted into the recessed step C.

その結果、基礎コンクリート11上に逆円錐部3と鍔部4とで押え込んだ土台12を図5に示すように固定する。   As a result, the base 12 pressed by the inverted conical portion 3 and the flange portion 4 on the foundation concrete 11 is fixed as shown in FIG.

上記固定にともなう切削は、第1切削刃6及び第2切削刃7によりスムーズに行なわれて、逆円錐部3の第1切削刃6によるドリル機能で切り込みが早い。   Cutting along with the fixing is smoothly performed by the first cutting blade 6 and the second cutting blade 7, and the cutting is fast due to the drill function by the first cutting blade 6 of the inverted conical portion 3.

上記第2切削刃7による切削屑は、鍔部4の周方向に送り出して排出する。   The cutting waste produced by the second cutting blade 7 is sent out in the circumferential direction of the flange 4 and discharged.

なお、第1切削刃6は、放射状で、図示の場合三等分位置に配置したが、当分数は限定されない。   In addition, although the 1st cutting blade 6 was radial and arrange | positioned in the case of illustration in the position of three equal parts, the number of minutes is not limited.

その結果、木屑をナットの回転進行方向と逆の方向に流れる方向に意図した方式のように、回転当初は木屑は後方に移動するが、切削刃が渦巻き状のため移動距離が長く、尚かつ切削刃の高さが逐次低くしてあるために発生した木屑が圧縮され、排出が止まるような不都合をなくすることができる。   As a result, the wood chips move backward at the beginning of rotation, as in the method intended to flow the wood chips in the direction opposite to the direction of rotation of the nut, but the moving distance is long because the cutting blade is spiral, and It is possible to eliminate the inconvenience that the generated wood chips are compressed and the discharge is stopped because the height of the cutting blade is successively lowered.

そして、土台に対する緊締用ナットの接触面積も、鍔部4の下面と逆円錐部3の周囲面とからなって、逆円錐部3がくさび状に喰い込むため土台(木材)の膨張伸縮に耐えて緊締用ナットがゆるまず締め付け力が変わらない。すなわち安定した土台の定着ができる。   The contact area of the tightening nut with the base also consists of the lower surface of the flange portion 4 and the peripheral surface of the reverse cone portion 3, and the reverse cone portion 3 bites in a wedge shape so that it can withstand expansion and contraction of the base (wood). The tightening nut will not loosen and the tightening force will not change. In other words, a stable foundation can be established.

また、係合部5を多角形の穴にすることで、ビットの角軸の嵌入嵌み合いが確実になって、タボ穴とタボとの係合のようなわずかな浮き上がりにともなう離脱がなく、作業者の安全性を向上する。   In addition, by making the engaging portion 5 into a polygonal hole, the fitting fit of the square shaft of the bit is ensured, and there is no detachment due to slight lifting such as the engagement between the tab hole and the tab. , Improve worker safety.

また、鍔部4を逆円錐部3の大径側周縁から連なって周方向に突出させてあるので、鍔部4の繋がり部分が逆円錐部3の大径側厚肉によりねじ込み時に発生する俗に言う首飛びのちぎれることもないと共に、鍔部4にかかる大きな応力に耐えて耐震性に寄与する。   Further, since the flange portion 4 is connected to the peripheral edge of the large diameter side of the inverted conical portion 3 and protrudes in the circumferential direction, the connecting portion of the flange portion 4 is caused by the large diameter side thick wall of the reverse cone portion 3 when screwed. The neck jump is not torn off, and the large stress applied to the buttocks 4 is withstood and contributes to earthquake resistance.

この発明の第2の実施形態では、図6に示すように、係合部5が、逆円錐部3の末端面中心から内方に向く円形の凹入穴21と、この凹入穴21の周面等間隔位置で、軸芯に沿うよう設けた複数条の縦溝22とで形成する。   In the second embodiment of the present invention, as shown in FIG. 6, the engaging portion 5 has a circular recessed hole 21 facing inward from the center of the end surface of the inverted conical portion 3, and the recessed hole 21. It is formed with a plurality of longitudinal grooves 22 provided along the axis at equal circumferential positions.

勿論、インパクトレンチのビットも上記縦溝22を有する凹入穴21に噛み合い状に嵌入する形状(図示省略)にする。   Of course, the bit of the impact wrench also has a shape (not shown) that fits into the recessed hole 21 having the longitudinal groove 22.

すると、ビットが丸軸で、その外周面に縦溝22に回転を伝達する噛み合い状に嵌入する突条のみですむ。   Then, the bit is a round shaft, and it is only necessary to have a protrusion that fits into the outer peripheral surface of the bit so as to transmit rotation to the vertical groove 22.

この発明の第3の実施形態では、図7に示すように、係合部5が、逆円錐部3の末端面中心から内方に向けて設けた平面多角形の輪状の凹入溝31で形成する。   In the third embodiment of the present invention, as shown in FIG. 7, the engaging portion 5 is a planar polygonal annular recess 31 provided inward from the center of the end surface of the inverted conical portion 3. Form.

この凹入溝31は、図示の六角に限定されず、例えば四角形などであってもよい。   The recessed groove 31 is not limited to the illustrated hexagon, and may be a quadrangle, for example.

すると、ビットも角パイプを寸断して製造することができると共に、コストも安くなる。   Then, the bit can be manufactured by cutting the square pipe and the cost is reduced.

この発明の第1の実施形態を示す斜視図The perspective view which shows 1st Embodiment of this invention 同上の縦断正面図Longitudinal front view 同下面図Bottom view 同平面図Plan view 土台の取付けを示す縦断拡大正面図Longitudinal enlarged front view showing mounting of foundation 第2の実施形態を示す平面図The top view which shows 2nd Embodiment 第3の実施形態を示す平面図The top view which shows 3rd Embodiment

符号の説明Explanation of symbols

1 ネジ部
2 筒状体
3 逆円錐部
4 鍔部
5 係合部
6 第1切削刃
7 第2切削刃
21 凹入孔
22 縦溝
31 凹入溝
DESCRIPTION OF SYMBOLS 1 Screw part 2 Cylindrical body 3 Reverse cone part 4 Gutter part 5 Engagement part 6 1st cutting blade 7 2nd cutting blade 21 Recessed hole 22 Vertical groove 31 Recessed groove

Claims (3)

内周に螺合ネジ部を有する筒状体と、この筒状体の外周面途中から螺合先行の反対側末端に逐次外径が大きくなるように設けた逆円錐部と、この逆円錐部の最大径周縁部から周方向に突出させて設けた鍔部と、上記逆円錐部の末端面に設けたインパクトレンチのビットを着脱自在に嵌入係合する係合部と、上記逆円錐部の周面最小径部位から最大径部位に向けて設けた回転方向より前方に傾斜させた複数条の第1切削刃と、この第1切削刃から連なって上記鍔部の裏面周縁に向けて回転方向の後方へ傾斜させて設けた第2切削刃とからなる緊締用ナット。 A cylindrical body having a threaded screw portion on the inner periphery, an inverted conical portion provided so that the outer diameter is successively increased from the middle of the outer peripheral surface of the cylindrical body to the opposite end before the threading, and the inverted conical portion A flange portion projecting in the circumferential direction from the peripheral portion of the maximum diameter, an engagement portion for removably inserting and engaging a bit of an impact wrench provided on the end face of the reverse cone portion, A plurality of first cutting blades inclined forward from a rotation direction provided from the peripheral surface minimum diameter portion toward the maximum diameter portion, and the rotation direction toward the back surface periphery of the collar portion connected to the first cutting blade. A tightening nut comprising a second cutting blade provided to be inclined rearward. 前記係合部が、逆円錐部の末端面から内方に向けて形成した円形の凹入穴と、この凹入穴の周面等間隔位置で軸芯に沿うよう設けた複数条の縦溝とで構成したことを特徴とする請求項1に記載の緊締用ナット。 A circular recessed hole formed by the engaging portion inward from the end surface of the inverted conical portion, and a plurality of vertical grooves provided along the axial center at equal intervals around the circumferential surface of the recessed hole The tightening nut according to claim 1, wherein: 前記係合部が、逆円錐部の末端面から内方に向けて設けた平面多角形で、かつ輪状の凹入溝で構成したことを特徴とする請求項1に記載の緊締用ナット。 2. The tightening nut according to claim 1, wherein the engaging portion is a planar polygon that is provided inward from an end surface of the inverted conical portion, and is configured by a ring-shaped recessed groove.
JP2004174976A 2004-06-14 2004-06-14 Nut for tightening Pending JP2005351433A (en)

Priority Applications (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021110142A (en) * 2020-01-09 2021-08-02 スモリホールディングス株式会社 Sill structure and sill construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021110142A (en) * 2020-01-09 2021-08-02 スモリホールディングス株式会社 Sill structure and sill construction method
JP7352285B2 (en) 2020-01-09 2023-09-28 スモリホールディングス株式会社 Foundation structure and foundation construction method

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