JP2006097707A - Reinforcing structure of synthetic resin bolt - Google Patents

Reinforcing structure of synthetic resin bolt Download PDF

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JP2006097707A
JP2006097707A JP2004281003A JP2004281003A JP2006097707A JP 2006097707 A JP2006097707 A JP 2006097707A JP 2004281003 A JP2004281003 A JP 2004281003A JP 2004281003 A JP2004281003 A JP 2004281003A JP 2006097707 A JP2006097707 A JP 2006097707A
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synthetic resin
bolt
screw shaft
steel wire
reinforcing core
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Masanori Goto
正徳 後藤
Tsukasa Nanba
司 南波
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a structure constituted by inserting a reinforcing core member into the inside of a synthetic resin bolt to reinforce the bolt and capable of reducing capacity of the reinforcing core member as much as possible and providing a bolt having strength equivalent to that of a conventional steel-made bolt. <P>SOLUTION: This reinforcing structure of the synthetic resin bolt has a spiral shaft part provided with a spiral part formed by injection-molding synthetic resin on an outer peripheral face. The reinforcing core member constituted by a hard steel wire and extending in the axial direction is buried inside the spiral shaft part. At least two bent parts formed by bending a part in the vicinity of an end part of the hard steel wire forming the reinforcing core member are provided. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、鉄道線路のレールを枕木へ固定するのに使用する犬釘ボルトとして好適な、合成樹脂合成樹脂ボルトの補強構造に関するものである。   The present invention relates to a reinforcing structure of a synthetic resin synthetic resin bolt suitable as a dog nail bolt used for fixing a railroad rail to a sleeper.

従来の犬釘ボルトは、図4で示すように、鋼鉄で作られた六角ボルトからなり、ピッチの大きい螺旋を施した螺杆の一端に、六角頭からなる工具係合部が設けられ、外面には亜鉛メッキが施され防錆してある。   As shown in FIG. 4, a conventional dog peg bolt is made of a hexagonal bolt made of steel, and a tool engaging portion consisting of a hexagonal head is provided at one end of a screw having a large pitch helix. Galvanized and rustproof.

ところで、この犬釘ボルトによって枕木へレールを固定する方式では、電車の電動機へ給電された電力がレールを通して給電施設へ還流する際、電力の一部が犬釘ボルトを通して地表へ漏電し、レールの底部を電気的に腐食させる不具合があった。   By the way, in the method of fixing the rail to the sleeper with this dog nail bolt, when the electric power supplied to the electric motor of the train returns to the power supply facility through the rail, a part of the electric power leaks to the ground surface through the dog nail bolt, and the bottom of the rail is There was a failure to corrode electrically.

この改善策として、鉄鋼製の犬釘ボルトに代えて全部あるいは一部を合成樹脂製とすること
や、表面に合成樹脂製の塗料を塗布して通電しないようにすることも試みられた。
As a measure to improve this, replace all or part of the steel nail bolt with synthetic resin.
In addition, attempts have been made to prevent energization by applying a synthetic resin coating on the surface.

しかし、合成樹脂は一般に鉄鋼より強度が劣るため、犬釘ボルトをなす鉄鋼を合成樹脂で代替すると、所要の機械的強度を得るために過大な直径のボルトが必要となり、従来のボルトとの間に互換性がなくなった。そのため、合成樹脂ボルトを採用するには枕木ごと交換せざると得なくなり交換のためのコストが過大となる問題があった。   However, since synthetic resin is generally inferior in strength to steel, replacing steel that forms dog-nail bolts with synthetic resin requires bolts with an excessive diameter to obtain the required mechanical strength, and the gap between conventional bolts Incompatible. For this reason, in order to employ the synthetic resin bolt, there is a problem that it is unavoidable to replace the sleepers together and the cost for replacement becomes excessive.

また、犬釘ボルトの外径をやや細く作り、その外面に合成樹脂を被覆して絶縁することも試みられたが
、機械的強度を落とさないため高品質の鋼材や熱処理などの工程を付加する必要が生じる上、熱膨張係数の相違から犬釘ボルトが太陽熱で高温に熱せられたとき、合成樹脂皮膜に亀裂が入って電気絶縁性を損ねることがあった。また、重量軽減の効果も少なく重いので、作業現場における取り扱いが不便であった。 特開平11−201125号公報 日本鉄道施設協会誌vol.2000−5第280頁「樹脂製レール締結ボルト」
It was also attempted to make the outer diameter of the dog nail bolt slightly narrower and to cover the outer surface with a synthetic resin for insulation.
In order not to reduce the mechanical strength, it is necessary to add a process such as high-quality steel or heat treatment, and when the nail bolt is heated to high temperature by solar heat due to the difference in thermal expansion coefficient, the synthetic resin film cracks. As a result, the electrical insulation properties may be impaired. Moreover, since the effect of weight reduction is small and heavy, handling at the work site is inconvenient. JP 11-201125 A Japan Railway Facility Association magazine vol. 2000-5, page 280 "Resin rail fastening bolt"

発明者は上記課題を解消すべく、引っ張り強度が高いことで知られたピアノその他の高度に引抜き加工された引抜鋼線をインサートして引張り強度の高い合成樹脂ボルトを製造する着想を得た。しかし、これら鋼線は表面が平滑である上、合成樹脂との接触面積が小さいため、母材たる合成樹脂との間に十分な密着が得られず、必要な引張り強度が得られないことがあった。   In order to solve the above-mentioned problems, the inventor obtained an idea of manufacturing a synthetic resin bolt having a high tensile strength by inserting a piano or other highly drawn steel wire known to have a high tensile strength. However, since these steel wires have a smooth surface and a small contact area with the synthetic resin, sufficient adhesion cannot be obtained with the synthetic resin as the base material, and the required tensile strength may not be obtained. there were.

また、スパナなどの工具によって合成樹脂製の犬釘ボルトを回転させようとすると、六角頭が損傷し、工具によって与えられる回転力を補強芯材へ伝えることが難しかった。すなわち、スパナを回転させると屈曲部と螺杆の外面との間で円筒状にせん断されてしまったり、螺杆が捩じ切れてしまって所要の引張り強度を得るのが困難であった。   Further, when trying to rotate the synthetic resin dog bolt with a tool such as a spanner, the hexagon head is damaged, and it is difficult to transmit the rotational force applied by the tool to the reinforcing core. That is, when the spanner is rotated, it is difficult to obtain the required tensile strength because it is sheared in a cylindrical shape between the bent portion and the outer surface of the screw or the screw is broken.

本発明は、合成樹脂を射出成形して形成された螺旋を外面に設けた螺軸部を有し、その螺軸部の内部に硬鋼線で構成され軸方向に伸びる補強芯材を埋設するとともに、その補強芯材をなす硬鋼線の端部近傍を屈曲させて少なくとも2個の屈曲部を設けたことを最も主要な特徴とする。   The present invention has a screw shaft portion provided on the outer surface with a spiral formed by injection molding of synthetic resin, and a reinforcing core material that is made of a hard steel wire and extends in the axial direction is embedded in the screw shaft portion. At the same time, the main feature is that at least two bent portions are provided by bending the vicinity of the end of the hard steel wire forming the reinforcing core.

本発明に係る合成樹脂ボルトは、母材たる合成樹脂が、比較的小さい断面積で強度の高い補強芯材によって補強されるから、軽量で引張り強度が高い上、膨張係数の相違によって合成樹脂の表面に亀裂を生じ易くなる不具合のない合成樹脂製ボルトが得られる。   In the synthetic resin bolt according to the present invention, the synthetic resin as a base material is reinforced by a reinforcing core material having a relatively small cross-sectional area and high strength. A synthetic resin bolt free from defects that easily cause cracks on the surface is obtained.

補強芯材は引抜鋼線からなり、直線部と屈曲部とで構成され、屈曲部や螺旋部分など合成樹脂の部分で受けた外力を受ける部分の面積が大きくなり面圧が小さくなるから、比較的機械的強度の劣る樹脂部分を損傷することなく、屈曲部で支承された力が確実に補強芯材の直線部へ伝えられる。よって、屈曲部がない場合より大きな引張り力に耐えることができる。   Reinforcement core material is made of drawn steel wire, and is composed of straight and bent parts, and the area of the part receiving the external force received by the synthetic resin part such as the bent part and the spiral part becomes larger and the surface pressure becomes smaller. Without damaging the resin portion with inferior mechanical strength, the force supported by the bent portion is reliably transmitted to the straight portion of the reinforcing core. Therefore, it can withstand a larger tensile force than when there is no bent portion.

さらに補強芯材は硬鋼線、ピアノ線など硬質の線材で作られ、その一部を輪の形に巻回する単純な工程によって製造できるから、合成樹脂からなる屈曲部の補強が容易で補強芯材のコストを低廉に保つことができるという利点がある。   In addition, the reinforcing core material is made of hard wire such as hard steel wire or piano wire, and can be manufactured by a simple process of winding a part of it into a ring shape. There is an advantage that the cost of the core material can be kept low.

軟鋼で作られたボルトに匹敵する機械的強度と、電気絶縁性とをともに備えた合成樹脂ボルトを、合成樹脂の中に強力な補強芯材をインサートすることによって得ようとする目的を、前記補強芯材として引抜鋼線を用いることによって製造工程を過度に複雑にすることなく実現したものである。   The purpose of obtaining a synthetic resin bolt having both mechanical strength comparable to that of a bolt made of mild steel and electrical insulation by inserting a strong reinforcing core material into the synthetic resin, By using a drawn steel wire as the reinforcing core material, the manufacturing process is realized without being excessively complicated.

図1は、本発明に係る合成樹脂ボルトの一実施例を示すもので、具体的には鉄道レールを枕木へ固定するための犬釘ボルトである。合成樹脂ボルトたる犬釘ボルト10は外面に螺旋を設けた螺軸部12と、六角形をした工具係合部14の設けられた、いわゆる六角ボルトとして構成されており、ガラス繊維で補強したエンジニアリングプラスチックを射出成形して作られている。16は前記螺軸部12よりやや太い軸杆16であり、前記螺軸部12と工具係合部14とはこの軸杆16を介して同軸上に連結されている。   FIG. 1 shows an embodiment of a synthetic resin bolt according to the present invention, specifically a dog peg bolt for fixing a railroad rail to a sleeper. The dog bolt 10 as a synthetic resin bolt is configured as a so-called hexagon bolt having a screw shaft portion 12 having a spiral on the outer surface and a hexagonal tool engaging portion 14, and is an engineering plastic reinforced with glass fiber. It is made by injection molding. Reference numeral 16 denotes a shaft rod 16 that is slightly thicker than the screw shaft portion 12, and the screw shaft portion 12 and the tool engagement portion 14 are coaxially connected via the shaft rod 16.

合成樹脂ボルト10をなす合成樹脂の内部には、補強芯材として、軸線方向に伸びる高度に展伸された引抜鋼線20の6本がインサートされている。この実施例において引抜鋼線20は180Kg/mm2程度の引張り強さのあるピアノ線(JISのSWP)、あるいは硬鋼線(JISのSWC)が用いられている。かくて、合成樹脂ボルト10は母材たる合成樹脂の強度に引抜鋼線20の大きな強度が加わり、全体として高い引張り強度が得られる。   Inside the synthetic resin forming the synthetic resin bolt 10, six highly-stretched drawn steel wires 20 extending in the axial direction are inserted as reinforcing cores. In this embodiment, the drawn steel wire 20 is a piano wire (JIS SWP) or a hard steel wire (JIS SWC) having a tensile strength of about 180 kg / mm @ 2. Thus, the synthetic resin bolt 10 is obtained by adding the high strength of the drawn steel wire 20 to the strength of the synthetic resin as a base material, thereby obtaining a high tensile strength as a whole.

補強芯材たる前記6本の引抜鋼線20は、工具係合部14をなす六角頭部の6個の頂部と対応させて、軸線の周りに配されており、それらは合成樹脂ボルト10の螺軸部12と工具係合部14との間を結び略全長にわたって伸びている。   The six drawn steel wires 20 as reinforcing core members are arranged around the axis line in correspondence with the six top portions of the hexagonal heads forming the tool engaging portion 14, and they are arranged around the synthetic resin bolt 10. The screw shaft portion 12 and the tool engagement portion 14 are connected to each other and extend substantially over the entire length.

引抜鋼線20の形状は図2で示すように、所定の長さを持つ直線状に切断された線状をなしており、その端部21、21において成形型の中に保持されるようになっている。引抜鋼線20には工具係合部14の位置に対応する一端の近傍に第1屈曲部22と、螺軸部12に対応する位置に第2屈曲部23とが設けられている。   As shown in FIG. 2, the drawn steel wire 20 has a linear shape cut into a straight line having a predetermined length so that the end portions 21 and 21 are held in a forming die. It has become. The drawn steel wire 20 is provided with a first bent portion 22 in the vicinity of one end corresponding to the position of the tool engaging portion 14 and a second bent portion 23 at a position corresponding to the screw shaft portion 12.

両屈曲部22、23は、図3で示すように、引抜鋼線20の一部を輪状に巻回して作られており、この実施例では、略三角形に屈曲して構成され、端部が引張り方向へ折り返す形で、輪状に折り曲げられている。この輪状の構成をより具体的に説明すると、その輪は引抜鋼線20の線径より僅かに小さい半径で曲げられた小円弧からなる円弧部Cと、その両端から接線方向に連なる直線部Lとの組合せHを複数個設けることによって構成されている。   As shown in FIG. 3, both the bent portions 22 and 23 are formed by winding a part of the drawn steel wire 20 in a ring shape. It is folded in the shape of a ring that is folded back in the pulling direction. The ring-shaped configuration will be described more specifically. The ring includes a circular arc portion C formed of a small arc bent with a radius slightly smaller than the wire diameter of the drawn steel wire 20, and a linear portion L continuous in a tangential direction from both ends thereof. And a plurality of combinations H are provided.

こうすることによって合成樹脂ボルト10に張力が作用したとき、引抜鋼線20は第1屈曲部22と第2屈曲部23とで抜け止めされるので、螺軸部12と工具係合部14との間に作用する張力が有効に引抜鋼線20へ伝えられ大きな力に耐えられるようになる。また、その際に引抜鋼線20が母材たる合成樹脂の内部を軸方向へ滑って荷重を負担することがなくなるのが避けられる。   Thus, when tension is applied to the synthetic resin bolt 10, the drawn steel wire 20 is retained by the first bent portion 22 and the second bent portion 23, so that the screw shaft portion 12, the tool engaging portion 14, The tension acting during this time is effectively transmitted to the drawn steel wire 20 and can withstand a large force. Further, at this time, it is possible to prevent the drawn steel wire 20 from sliding on the inside of the synthetic resin as a base material in the axial direction and bearing the load.

前記第1屈曲部22は図1(a)から明らかなように、6本の引抜鋼線20が長手方向の略同一位置に設けられ、各第1屈曲部22は引抜鋼線20の位置から対応する六角頭部の頂部へ向けて巻回され放射方向外方へ伸びている。よって、工具係合部14の位置に第1屈曲部22を放射方向に比較的大きく作っても、六角形の頭部からはみ出すことがない。また、合成樹脂ボルト10を緊締するとき、六角頭部に加えられる回転力は第1屈曲部22に作用して螺軸部12にインサートされた第2屈曲部23へ伝達され、六角頭部と螺軸部12をなす合成樹脂の破損が回避される。さらに、第1屈曲部22の外面の一部が合成樹脂ボルト10の締着面10aに面しているので、第1屈曲部22の外面とナットなどの被締着部材との距離が小さく、強い締着力が得られる。   As is apparent from FIG. 1A, six drawn steel wires 20 are provided at substantially the same position in the longitudinal direction of the first bent portion 22, and each first bent portion 22 is formed from the position of the drawn steel wire 20. It is wound toward the top of the corresponding hexagon head and extends radially outward. Therefore, even if the first bent portion 22 is made relatively large in the radial direction at the position of the tool engaging portion 14, it does not protrude from the hexagonal head. When the synthetic resin bolt 10 is tightened, the rotational force applied to the hexagonal head acts on the first bent portion 22 and is transmitted to the second bent portion 23 inserted in the screw shaft portion 12, Damage to the synthetic resin forming the screw shaft portion 12 is avoided. Furthermore, since a part of the outer surface of the first bent portion 22 faces the fastening surface 10a of the synthetic resin bolt 10, the distance between the outer surface of the first bent portion 22 and a member to be fastened such as a nut is small, Strong fastening force can be obtained.

6本の各引抜鋼線20に設けられる前記第2屈曲部23は、前記第1屈曲部22と反対の方向に、かつ略同じ形状に巻回され、かつ、それぞれ軸方向にずらせて設けられ、相互に干渉しないように螺軸部12内に収められている。かくて、引抜鋼線20による螺軸部12の軸線方向の補強強さは、端部から工具係合部14へ向かうに従って増大し、螺軸部12のうち一番大きな張力の作用する軸杆15との隣接部には、図1(C)で示すように、軸線の回りに6本の鋼線20が配列され、大きな引張り力に耐えるようになる。   The second bent portion 23 provided on each of the six drawn steel wires 20 is wound in the opposite direction to the first bent portion 22 and in substantially the same shape, and is shifted in the axial direction. These are housed in the screw shaft portion 12 so as not to interfere with each other. Thus, the reinforcing strength in the axial direction of the screw shaft portion 12 by the drawn steel wire 20 increases from the end portion toward the tool engagement portion 14, and the shaft rod on which the greatest tension acts on the screw shaft portion 12. As shown in FIG. 1 (C), six steel wires 20 are arranged around the axis to adjoin a large tensile force at a portion adjacent to 15.

よって、犬釘ボルト10に引張り力が作用すると、まず、母材たる合成樹脂が伸び、その伸びによって引抜鋼線20にも引張り力が作用する。このとき引抜鋼線20は合成樹脂より伸びが少ないため、母材たる合資樹脂との間で滑る傾向を生じるが、屈曲部22、23を上記円弧と直線との組合せで輪状に構成することにより、抜脱を回避することができ、母材が合成樹脂であっても犬釘ボルト10の張力を大きく向上させることができる。   Therefore, when a tensile force acts on the dog nail bolt 10, first, the synthetic resin as a base material extends, and the tensile force also acts on the drawn steel wire 20 due to the elongation. At this time, since the drawn steel wire 20 has less elongation than the synthetic resin, the drawn steel wire 20 tends to slip between the base resin and the joint resin, but the bent portions 22 and 23 are formed into a ring shape by combining the arc and the straight line. The pulling of the nail bolt 10 can be greatly improved even if the base material is a synthetic resin.

前記第1屈曲部22と屈曲部23の形状を、上述のように輪状に形成することは、発明の構成上、必須の要件ではなく、図4で示すように、引抜鋼線20を略コ字形に折り曲げて構成してもよい。以下、変形例について説明する。なお、同図中、第1実施例の説明と重複する部分は同一の符号を付して説明を省略する。   Forming the first bent portion 22 and the bent portion 23 in the shape of a ring as described above is not an essential requirement in terms of the configuration of the invention, and as shown in FIG. It may be configured to be bent into a letter shape. Hereinafter, modified examples will be described. In the figure, the same parts as those in the first embodiment are designated by the same reference numerals and the description thereof is omitted.

同図(a)中、引抜鋼線20は合成樹脂ボルト10の略全長に亘って配置され、軸線の周りに等配に6本が配置されている。ここで、第1屈曲部22は引抜鋼線20を合成樹脂ボルト10の放射方向外方へ、ついで、平行に折り曲げた後、元の位置へ曲げ戻して略コ字形に屈曲させてあり、対称位置にある2本の引抜鋼線20に属する第1屈曲部22は同一平面上に配置される。その結果、前記円弧部Cと直線部Lとの組合せHの4組が形成される。また、第2屈曲部23も第1屈曲部22と逆の方向へ略コ字形に屈曲させるが、平行に折り曲げられた部分が、対称位置にある引抜鋼線20と干渉するので、互いに干渉を避けるべく、同図(b)示すように角度がつけてある。   In the drawing (a), the drawn steel wires 20 are arranged over substantially the entire length of the synthetic resin bolt 10, and six wires are arranged equally around the axis. Here, the first bent portion 22 is formed by bending the drawn steel wire 20 outward in the radial direction of the synthetic resin bolt 10 and then bending it in parallel, then bending it back to the original position and bending it into a substantially U shape. The 1st bending part 22 which belongs to the two drawn steel wires 20 in a position is arrange | positioned on the same plane. As a result, four sets of combinations H of the arc portion C and the straight portion L are formed. Further, the second bent portion 23 is also bent in a substantially U shape in the opposite direction to the first bent portion 22, but the parallel bent portion interferes with the drawn steel wire 20 in the symmetric position, so that it interferes with each other. To avoid this, an angle is provided as shown in FIG.

合成樹脂ボルト10は以上のように、補強芯材として引張り強さの大きい引抜鋼線20を用いたので、少ない鋼量で十分な引張り強度が得られるから、その重量を軽量にできる。
また、補強芯材として引張り強さの大きい反面、表面積の小さい引抜鋼線20を用いたにも拘らず、直線部の中に円形に巻回された少なくとも2個の屈曲部、すなわち、第1屈曲部22と第2屈曲部23とを設けたから、引抜鋼線20が引き抜かれることがなくなる上に、母材である合成樹脂と引抜鋼線20との接触する面積が増し、両者が確実に密着するので十分な補強が得られる。
As described above, the synthetic resin bolt 10 uses the drawn steel wire 20 having a large tensile strength as the reinforcing core material. Therefore, a sufficient tensile strength can be obtained with a small amount of steel, and the weight can be reduced.
In addition, although the drawn steel wire 20 having a small surface area is used as the reinforcing core, the first bent portion wound in a circle in the straight portion is used. Since the bent portion 22 and the second bent portion 23 are provided, the drawn steel wire 20 is not pulled out, and the contact area between the synthetic resin as the base material and the drawn steel wire 20 is increased. Sufficient reinforcement can be obtained because of the close contact.

さらに、合成樹脂と引抜鋼線20との接触面積を増加させる手段として、輪状に巻回された屈曲部の構造を採用したから、引抜鋼線20の成形が容易であり廉価に製造できる効果がある。   Further, as a means for increasing the contact area between the synthetic resin and the drawn steel wire 20, the structure of the bent portion wound in a ring shape is adopted, so that the drawn steel wire 20 can be easily formed and can be manufactured at low cost. is there.

上記実施例は六角ボルトの例を示したが、これに限らずスタッドボルトや六角孔付きボルトなど、多種のボルトにも適用できる。   Although the said Example showed the example of the hexagon bolt, it is applicable not only to this but various bolts, such as a stud bolt and a hexagon socket head bolt.

本願発明の一実施例である、合成樹脂ボルトと引抜鋼線との関係を示すものであり、(a)は平面図、(b)は正面図、(c)は前記(b)中のC−C断面図である。It shows the relationship between a synthetic resin bolt and a drawn steel wire, which is an embodiment of the present invention, (a) is a plan view, (b) is a front view, and (c) is C in (b) above. It is -C sectional drawing. 補強芯材たる引抜鋼線を示すもので、(a)は引抜鋼線20の正面図、(b)は前記(a)の平面図、(c)は前記(a)中のC−C断面図、(d)は同D−D断面図である。(実施例1)The drawing shows a drawn steel wire as a reinforcing core, wherein (a) is a front view of the drawn steel wire 20, (b) is a plan view of (a), and (c) is a CC cross section in (a). FIG. 4D is a sectional view taken along the line DD. (Example 1) 合成樹脂ボルトの一例である六角ボルトの外面図であり、(a)は平面図、(b)は正面図である。It is an external view of the hexagon bolt which is an example of a synthetic resin bolt, (a) is a top view, (b) is a front view. 補強芯材たる引抜鋼線の他の実施例を示すもので、(a)は正面図、(b)は下面図である。(実施例2)The other Example of the drawn steel wire which is a reinforcement core material is shown, (a) is a front view, (b) is a bottom view. (Example 2) 従来の鉄製犬釘ボルトの外形を示すもので、(a)は平面図、(b)は正面図である。The external appearance of the conventional iron dog nail bolt is shown, (a) is a top view, (b) is a front view.

符号の説明Explanation of symbols

10 犬釘ボルト(合成樹脂ボルト)
10a 締着面
12 螺軸部
14 工具係合部
16 軸杆
20 引抜鋼線(補強芯材)
22 第1屈曲部
23 第2屈曲部
C 円弧部
L 直線部
H 組合せ
10 Dog nail bolt (synthetic resin bolt)
10a Fastening surface 12 Screw shaft portion 14 Tool engaging portion 16 Shaft 20 Pulled steel wire (reinforcing core material)
22 1st bending part 23 2nd bending part C Circular arc part L Straight line part H Combination

Claims (6)

合成樹脂を射出成形して形成された螺旋を外周面に設けた螺軸部を有し、その螺軸部の内部に硬鋼線で構成され軸方向に伸びる補強芯材を埋設するとともに、その補強芯材をなす硬鋼線の端部近傍を屈曲させて少なくとも2個の屈曲部を設けてなる合成樹脂ボルトの補強構造。   It has a screw shaft portion provided on the outer peripheral surface with a spiral formed by injection molding synthetic resin, and a reinforcing core material that is made of a hard steel wire and extends in the axial direction is embedded in the screw shaft portion, and A synthetic resin bolt reinforcing structure in which at least two bent portions are provided by bending the vicinity of an end of a hard steel wire forming a reinforcing core. 外周面に螺旋を設けた螺軸部の一端に外方へ膨大させた工具係合部を設けるとともに、それら螺軸部と工具係合部との間に、螺軸部の軸芯から一側に偏した位置に軸方向へ伸びる硬質線で作られた補強芯材を配し、前記補強芯材に前記工具係合部の位置に対応させて周方向外方へ膨出させた第1屈曲部と螺軸部の位置に対応させて前記第1屈曲部と、逆に軸芯方向へ膨出させた第2屈曲部とを形成してなる合成樹脂ボルトの補強構造。   A tool engaging portion enlarging outward is provided at one end of a screw shaft portion provided with a spiral on the outer peripheral surface, and one side from the axis of the screw shaft portion between the screw shaft portion and the tool engagement portion. A first bending portion in which a reinforcing core member made of a hard wire extending in the axial direction is arranged at a position biased to the outer periphery and bulges outward in the circumferential direction in accordance with the position of the tool engaging portion on the reinforcing core member. A synthetic resin bolt reinforcing structure in which the first bent portion and the second bent portion bulged in the axial direction are formed corresponding to the positions of the portion and the screw shaft portion. 請求項2において、前記補強芯材をなす硬鋼線の複数本を螺軸部の軸線の周りに配置し、それら補強芯材をなす硬鋼線に設けた前記第1屈曲部を放射方向外方へ膨出させてなる合成樹脂ボルトの補強構造。   3. A plurality of hard steel wires forming the reinforcing core member are arranged around the axis of the screw shaft portion, and the first bent portion provided on the hard steel wire forming the reinforcing core member is disposed radially outward. Reinforced structure of synthetic resin bolts that are bulged out. 請求項2において、前記工具係合部を六角頭とし、前記補強芯材をなす硬鋼線の6本を螺軸部の軸線の周りに六角頭の各頂部に対応させて配置し、前記第1屈曲部を前記六角頭の各頂部の方向へ膨出させてなる合成樹脂ボルトの補強構造。   3. The tool engaging portion according to claim 2, wherein the tool engaging portion is a hexagon head, and six hard steel wires forming the reinforcing core are arranged around the axis of the screw shaft portion so as to correspond to the top portions of the hexagon head, A reinforcing structure of a synthetic resin bolt in which one bent portion is bulged in the direction of each top of the hexagon head. 請求項1において、前記補強芯材をなす硬鋼線を屈曲させて前記工具係合部側に位置する一端と螺軸部側に位置する他端とに少なくとも各1個の輪状屈曲部を設けてなる合成樹脂ボルトの補強構造。   In Claim 1, the hard steel wire which makes the said reinforcement core material is bent, and at least 1 each ring-shaped bending part is provided in the one end located in the said tool engaging part side, and the other end located in the screw shaft part side. Reinforced structure of synthetic resin bolts. 請求項5において、前記輪状屈曲部が、補強芯材をなす硬鋼線を屈曲させて設けた円弧部と、その円弧部の両端に連なる直線部とによって形成されている合成樹脂ボルトの補強構造。   6. The synthetic resin bolt reinforcement structure according to claim 5, wherein the annular bent portion is formed by an arc portion formed by bending a hard steel wire forming a reinforcing core, and a linear portion connected to both ends of the arc portion. .
JP2004281003A 2004-09-28 2004-09-28 Reinforcing structure of synthetic resin bolt Pending JP2006097707A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004281003A JP2006097707A (en) 2004-09-28 2004-09-28 Reinforcing structure of synthetic resin bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004281003A JP2006097707A (en) 2004-09-28 2004-09-28 Reinforcing structure of synthetic resin bolt

Publications (1)

Publication Number Publication Date
JP2006097707A true JP2006097707A (en) 2006-04-13

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004281003A Pending JP2006097707A (en) 2004-09-28 2004-09-28 Reinforcing structure of synthetic resin bolt

Country Status (1)

Country Link
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