JPS60132115A - Screw structure made of frp - Google Patents

Screw structure made of frp

Info

Publication number
JPS60132115A
JPS60132115A JP58240690A JP24069083A JPS60132115A JP S60132115 A JPS60132115 A JP S60132115A JP 58240690 A JP58240690 A JP 58240690A JP 24069083 A JP24069083 A JP 24069083A JP S60132115 A JPS60132115 A JP S60132115A
Authority
JP
Japan
Prior art keywords
bolt
convex
slope
frp
bonding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP58240690A
Other languages
Japanese (ja)
Other versions
JPH0135206B2 (en
Inventor
学 岩田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KAWASO DENZAI KOGYO KK
KAWASOU DENZAI KOGYO KK
Original Assignee
KAWASO DENZAI KOGYO KK
KAWASOU DENZAI KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KAWASO DENZAI KOGYO KK, KAWASOU DENZAI KOGYO KK filed Critical KAWASO DENZAI KOGYO KK
Priority to JP58240690A priority Critical patent/JPS60132115A/en
Publication of JPS60132115A publication Critical patent/JPS60132115A/en
Publication of JPH0135206B2 publication Critical patent/JPH0135206B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は腐食または電食を防止するとともに、電気的に
絶縁物で、しかも。機械的強度の大きいFRPのねし構
造とボルトナツトに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention prevents corrosion or galvanic corrosion and is electrically insulating. This relates to a screw structure of FRP with high mechanical strength and a bolt/nut.

従来の、アンカーボルトなどポル1ナノ1類は主として
鉄に溶融亜鉛メッキを施したものやステンレス等の不銹
金属を使用したものが、一般に使用されているが、トン
ネル内の常に漏水とセメントのアルカリに侵される場所
や、沿岸部や、船舶等海水に侵されるところ、あるいは
地中埋設物等では、腐食や電食が激しく、これを防止す
ることは困難で、短期間で取り換えざるを得なかった。
Conventional Pol 1 Nano 1 type anchor bolts are generally made of hot-dip galvanized steel or non-rusting metals such as stainless steel, but there are always problems with water leakage and cement build-up in tunnels. Corrosion and electrolytic corrosion are severe in locations affected by alkali, coastal areas, ships and other locations affected by seawater, and underground structures, making it difficult to prevent this and requiring replacement in a short period of time. There wasn't.

そのため、これに要する労力や費用の負担は犬浮く、そ
の防食月策が強くめられていた。
Therefore, the labor and expense required for this process were to be avoided, and anti-corrosion measures were strongly recommended.

そのため、1115食や電食に侵されないポリカーボネ
−1・やナイロン等の樹脂製のものも考えられたか、機
械的強度か弱く、アンカーボルト等としての引張り強度
を7i:!i足することはでたなかった。
For this reason, some thought has been given to using resins such as polycarbonate or nylon that are not susceptible to 1115 corrosion or electrolytic corrosion, but have low mechanical strength and have a tensile strength of 7i:! for anchor bolts, etc. I couldn't add i.

更に機械的強度の優れたガラスロービングをエポキシ+
61脂で結合したFRl−’ロット等の(M薄利で、引
張り強さか7 (,1−1(l fl kB/m+n’
程度あり構造用鋼の3.・1・〜5(目’ B’ /’
 Ill Ill 2を士別る強度を右し′ζいる樹脂
手4もあるがアンカーボルト等に使用する場合は、その
faL部の強度に問題かあり、ねじ切りの際、力゛ラス
繊M1を・]断するため、hU部強度が、極部1に1氏
ドして、アンカボルト等、ポル1とし′ζ使用する、こ
とは出来なかった。
Furthermore, glass roving with excellent mechanical strength is made of epoxy +
The tensile strength of FRl-' lot etc. bonded with 61 fat is 7 (,1-1(l fl kB/m+n'
3. Structural steel with grade.・1・~5(eyes 'B'/'
There is also a resin thread 4 which has the right strength to distinguish between Ill Ill 2, but when used for anchor bolts, etc., there is a problem with the strength of the faL part, so when cutting threads, use forceless fiber M1.] Because of this, the strength of the hU section was 1 degree lower than that of pole section 1, and it was not possible to use an anchor bolt or the like as pole section 1.

即ち、従来のメートルねしや台形ねし、あるい1土倶I
:1″奄1ねしへj:土、1べてねじたての1乞t: 
+:’ +<Pロットのガラス)&、t(lをねし山で
′tj断する、二とと、これら従来のねし#+Vi造で
は、引張りカはねし110こせん断力として働く構造の
ため、FRF’自体の持つ強度を、着しく減殺して、使
用できるものではなかた。従って、折角の構造用鋼以上
の機械的強度と優れた防食性ならびに電気絶縁性を有し
なから、金属など他の拐質との適当な接合手段がないた
め、FRPロッド自体をそのまま使用するか、金属金具
を介して接合して使用する場合を除いては殆ど使用され
ていない現況であった。
That is, the conventional metric or trapezoidal shape, or the
:1″奄1Neshihej: Soil, 1 all freshly screwed 1 beg t:
+:'+<P lot of glass)&, t(l is cut by 'tj at the threaded thread, 2 and, in these conventional threaded #+Vi constructions, the tensile force acts as a shearing force of 110 Due to its structure, it was not possible to use FRF' by significantly reducing its own strength.Therefore, FRF' had mechanical strength greater than that of structural steel, as well as superior corrosion resistance and electrical insulation. However, due to the lack of a suitable means of joining with other materials such as metals, FRP rods were rarely used except when used as is or by joining them with metal fittings. .

又、FRPロッドからボルトを切削加工する場合も、ボ
ルト頭部を作り出す際に、頭部部分はガラス繊維が切断
されるため、ボルト軸部から食み出た頭部部分の引張り
強度を著しく低下せしめ、頭部としての機能を果たさず
、ボルトとして使用することができない現況である。
Also, when cutting bolts from FRP rods, the glass fibers in the head part are cut when creating the bolt head, which significantly reduces the tensile strength of the head part that protrudes from the bolt shaft. The current situation is that it does not function as a head and cannot be used as a bolt.

尚、予めガラスロービングをボルト形状に型内に配置せ
しめてエポキシ(hj脂を注入して結合する方法等も考
えられるが、生産コスト面で経済的でなく、一般に使用
出来るものではなかった。
It is also possible to consider a method in which glass rovings are placed in a bolt shape in advance in a mold and then bonded by injecting epoxy (HJ resin), but this method is not economical in terms of production cost and cannot be used generally.

本発明は、これらの問題点を解決し、優れた防食性と機
械的強度、ならびに電気絶縁性を有するF RPロット
の緒特性を、減殺することなく、金属、4Ai脂その飢
の構造材との(幾械的接合を可能にしたl−” RPの
ねし11〜造と、ボルトナンドを経済的に提供するもの
である。
The present invention solves these problems and makes it possible to combine metals, 4Ai fat, and other structural materials without reducing the structural characteristics of FRP lots, which have excellent corrosion resistance, mechanical strength, and electrical insulation. The present invention provides an economical method for providing bolts and bolts with l-" RP threads and bolts that enable geometrical joining.

第一図にしめすように、F IりPのねじ部において、
軸方向の引張り刀に対して末広がりの、急勾配のkい一
方向傾斜面2で、これを押圧せしめて受け止めるように
した急勾配円錐台3の積み−にげ形状の凸ねし部・・1
と、一方向傾、斜面2に覆接して、これを押圧す−る逆
テーパの一方向伸、斜面2゛を螺設したIQ口コし部5
からなるFRI’のねし構造である。
As shown in Figure 1, at the threaded part of FIP,
A pile of steeply sloped conical truncated cones 3 that are pressed against and received by a steeply sloped one-way sloped surface 2 that widens toward the end of the tension knife in the axial direction. 1
and an IQ mouth part 5 which is inclined in one direction, extends in one direction with a reverse taper, and screws into the slope 2'', which covers and presses the slope 2.
This is the mesh structure of FRI' consisting of.

このねし構造によるボルトナンドとしては例えば、第1
図にしめすように、ガラスロービングまたはガラスクロ
スをエポキシ樹脂で結合したFRPロントに、軸方向の
引張りカを、急勾配の長い・方向傾斜面ンでうけとめる
ようにした急勾配円11台:3の槓み1げ形状の凸ねし
部4を有するボルト1と、このボルト1の凸ねじ部4の
急勾配の一方向傾斜面2に狸)に螺着する門ね上部5を
有するガラスクロスをエポキシ+61脂で結合したFR
Pす・ント6からなるものである。
For example, as a bolt nand with this screw structure,
As shown in the figure, 11 units of steeply sloped circles are made of FRP fronts made of glass rovings or glass cloth bonded with epoxy resin, and are designed to absorb axial tensile force on long, steeply sloped surfaces: 3 A glass cloth having a bolt 1 having a convex threaded part 4 having a convex threaded part 4, and a gate upper part 5 screwed onto a steeply sloped one-way inclined surface 2 of the convex threaded part 4 of the bolt 1. FR combined with epoxy + 61 fat
It consists of 6 PCs.

第2図は急勾配円建:台3の底部に若干の円柱部7を残
した場合である。この円柱部7は大きくとると、ねじ山
の内(剪断力は増すか゛、引張り力を受け止める一方向
傾斜面2の表面積が減少する結果となるので、総合的に
強度がでるよう選定する要がある。
FIG. 2 shows a steeply sloped circular structure: a case where some columnar parts 7 are left at the bottom of the platform 3. If this cylindrical portion 7 is made large, the surface area of the unidirectionally inclined surface 2 that receives the tensile force will increase and the shearing force within the screw thread will increase, so it must be selected to provide overall strength.

次にボルト1の頭部8は第一図、第2図は円41:台形
として頭部の引張り強度を持たせであるか、通常のボル
ト形状とするためには、第3図にしめすように、f:1
51図、第2図のボルト1の頭部に逆テーパに急勾配円
錐台3の積み」ニげ形状に凸ねし部4゛を設け、この凸
ねじ部4゛に密に螺合する門ねし部5′をゆうするガラ
スクロスをエポキシ樹脂で結合した+−” r< p頭
部9をエポキシ+j(脂を併用して螺合接着一体化する
。RP I)頭部9の形状は、丸形、六角形等、所要の
形状とする。
Next, the head 8 of the bolt 1 is shown in Figure 1 and Figure 2 is a circle 41: Either it is trapezoidal to give the head tensile strength, or it can be made into a normal bolt shape as shown in Figure 3. , f:1
51 and 2, a convex threaded part 4' is provided in the head of the bolt 1 with a reverse taper and a stack of steeply sloped conical truncated cones 3, and a gate is tightly screwed into this convex threaded part 4'. Glass cloth that connects the threaded part 5' is bonded with epoxy resin +-''r<p.The head 9 is made of epoxy +j (combined with oil and screwed and bonded together.RP I).The shape of the head 9 is as follows. , round, hexagonal, or other desired shape.

尚、FRPナツト6およびF RP頭部9の厚さを増す
ことにより、引張り強度を増すことがで外るが、所要の
引張り強度に見合った厚さとしてコンパクト化を計るこ
とかできる。
Incidentally, increasing the thickness of the FRP nut 6 and the FRP head 9 increases the tensile strength and removes the problem, but compactness can be achieved by setting the thickness commensurate with the required tensile strength.

本発明の卜用H’のねし構造は上記構造とすることによ
り、卜’ RI)ロッドのねじたてによる強度低下を少
なくして、F RPのボルトナツトの製作、または、F
RPロッドやF RP板と金属など他の構造用祠との結
合を可能にするものである。
By adopting the above-mentioned structure, the screw structure of the H' of the present invention reduces the decrease in strength due to freshly twisted rods, and is suitable for manufacturing FRP bolt nuts or FRP bolts.
This makes it possible to connect RP rods or FRP plates with other structural shrines such as metal.

次に本発明のF” RPのねし構造において最も大切な
引張り強度を、飛M的に向」ニせしめたのは、第一レ1
にしめす上うに、ねじ構造を、軸方向に対して末広がり
の、急勾配の長い一方向傾斜面2で受け、これを抑圧せ
しめるように受け止める構造としたものである。
Next, the most important tensile strength in the F"RP neck structure of the present invention was improved in the first layer 1.
As shown above, the screw structure is received by a long, steep, one-way inclined surface 2 that widens toward the end in the axial direction, and is received so as to be suppressed.

従来の、メーI・ルねじや、台形ねし、あるいは鋸1”
1、目コしにしても、これらのねし構造をF RP口〉
ドに適用した場合は、ガラス繊維は寸断され、しかも、
引張りカは各ねし山に剪断力としてまともに働く構造の
ため、F+<pねしに一番致命的なグメーノを一1ノえ
る結果となる。これを本発明では急勾配の艮い一方向傾
斜面2と2゛の広い傾斜面接触で、押)1力として受け
るようにして、凸ねじ部4と門ねし部5との開に働く剪
断力を極力減少して、F R,l”ねじ面への圧縮力と
して加わる構造としたことによるものである。
Conventional, male screw, trapezoidal screw, or saw 1”
1. Even if you look at it, these mesh structures are FRP mouth.
When applied to the glass fibers, the glass fibers are shredded and
Since the tensile force has a structure in which it acts properly as a shearing force on each pile, the result is 11 of the most fatal gumeno when F+<p. In the present invention, this force is received as a pushing force by the steep one-way inclined surface 2 and the wide inclined surface 2'', which acts to open the convex screw portion 4 and the gate connecting portion 5. This is due to the structure in which the shearing force is reduced as much as possible and is applied as a compressive force to the FR,l'' thread surface.

試験結果では、第一図にしめすようなボルトjに、ガラ
スロービング70u+t%をエポキシ樹脂で結合したF
RPロンロッ使用した場合、F RI−’ロッド自体の
圧縮強さは51) kg/mm”、引張り強さは(3(
lI+g/+am2と構造用鋼の34−5 (1、l+
B/+n+n二と同程度以上の強度を有しているにかか
わらず、これに例えば従来のメートルねじを設けた場合
には、引張り強さは約1720の3 k B/’ m 
’m 2Iiij後でねL′、山は破+i’+する結果
となった。これを第一図にしめすような本発明のねし構
造においでは、引張強度は301(ε/111+n’程
度と構造用鋼に近い強度を示し、充分使用に耐える結果
を得た。
The test results showed that F was made by bonding 70u+t% of glass roving with epoxy resin to bolt j as shown in Figure 1.
When using RP Ronro, the compressive strength of the FRI-' rod itself is 51) kg/mm, and the tensile strength is (3 (
lI+g/+am2 and 34-5 (1, l+
Although it has a strength comparable to or higher than that of B/+n+n2, if a conventional metric thread is attached to it, for example, the tensile strength is approximately 1720 3 kB/' m
'm 2Iiij later L', the mountain was broken+i'+. In the cage structure of the present invention as shown in Figure 1, the tensile strength was approximately 301 (ε/111+n'), which is close to that of structural steel, and was sufficiently durable for use.

また、本発明のF R1’)ボルト1の場合には、引張
りカがFRI)ボルト1に圧縮力として働くので、引張
強度と圧縮強度に強い、ガラスロービングが、または、
ガラスクロスを所要径に巻くか、あるいは、ガラスロー
ビングとガラスクロスを交互に槓JI?iするなどして
組み合わせたガラス繊維をエポキシ樹脂で結合した+=
 l:(]、−’ロクロッ使用するが、ねしり1ルクを
増4−ためには力゛ラスクロスな巻いたものや、ガラス
ロービングとガラスクロスを組み合わせたものを使用r
れば゛よい。次にF RPす。
In addition, in the case of the FRI') bolt 1 of the present invention, since the tensile force acts as a compressive force on the FRI) bolt 1, the glass roving, which has strong tensile strength and compressive strength, or
Wrap glass cloth to the required diameter, or alternately wrap glass roving and glass cloth? += Glass fibers combined with i and bonded with epoxy resin
l:(], -'I use a potter's wheel, but in order to increase the twist by 1 l, I use a force-stretch cloth or a combination of glass roving and glass cloth.
That's fine. Next, FRP.

トロの場合は、引張りカはF17Pナツトを押し広げる
Jj向に+11j <ので、これに強いガラスクロスを
積層して、エポキシ+A(脂で結合したI” [< l
−’を使用することにより、引張強度は30に8/vo
2以1の引張り強度をイ;することかでとる。
In the case of Toro, the tensile force is +11j in the Jj direction that pushes the F17P nut apart, so a strong glass cloth is laminated on this and epoxy + A (I"[< l
-', the tensile strength is 30 to 8/vo
The tensile strength of 2 or 1 is determined by (a) or (a).

史に、[・l<I’ポル11において、ガラスロービン
グj1・1とガラスクロス層を同心固状に積層して、エ
ポキシ(!“1j脂で結合したl’ RI−”ロッドに
本発明のkaシ構造を・適用することによりねしり強度
と引張り強度ともに筺れたI−” I Pボルトとする
ことかでべろ。
Historically, in [・l<I'pol 11, the glass roving j1・1 and the glass cloth layer were laminated concentrically and solidly, and the rod of the present invention was bonded with epoxy (!"1j resin bonded l'RI-"). By applying the Ka-shi structure, it is possible to create an I-" IP bolt with both high torsional strength and tensile strength.

また、ガラスクロスのかわりに炭素繊維を使用するか、
両者を使用した卜’ RI)ロッドを使用すれば史に強
度増加を計ることができる。従って用途に応じたP R
])口、ドを使用することにより強度面と経j斉面とも
に満足することができる。
Also, use carbon fiber instead of glass cloth,
If you use a rod that uses both, you can significantly increase the strength. Therefore, PR depending on the application
]) By using ku and d, both strength and symmetry can be satisfied.

次に本発明のボルトナン;・の効果としては、ボルトナ
ツト双方に、[−RIilを使用したため、腐食や電食
に強く、しかも、金属に近い機械的強度を(;I与でき
るので土中に埋設して使用する場合や、沿岸部や船舶な
ど海水による腐食の激しい場所での使用も腐食の心配な
く使用出来るものである。
Next, as an effect of the bolt nut of the present invention, since [-RIil is used for both bolts and nuts, it is resistant to corrosion and electrolytic corrosion, and also has mechanical strength close to that of metal (;I), so it can be buried in the soil. It can be used without fear of corrosion even when used in areas such as coastal areas and ships where corrosion is severe due to seawater.

又、電気的にlIA縁物のため、防食と機械的強度のほ
か、電気絶縁性を必要とするような個所での使用におい
ても、大きくその機能を発揮するものである。
In addition, since it is electrically lIA-rimmed, it can be used in locations that require electrical insulation in addition to corrosion protection and mechanical strength.

更に本発明のボルトナツトけ、ボルトあるいはナソi・
単体でも使用できる。例えば金属板に、防食または電気
絶縁用の樹脂主たはセラミックス板を接合す゛る場合、
金属板に本発明のねし構造の螺孔を設けており、これに
樹脂またはセラミックス板を、本発明のボルトにより、
出、樹脂またはセラミックス板を、縫いつけて使用すれ
ばよい。
Furthermore, the bolt nut of the present invention, bolt or naso i.
Can also be used alone. For example, when bonding a resin or ceramic plate for corrosion protection or electrical insulation to a metal plate,
A metal plate is provided with a threaded hole having the threaded structure of the present invention, and a resin or ceramic plate is attached to the threaded hole using the bolt of the present invention.
Alternatively, you can use a resin or ceramic plate sewn onto it.

以−にのようにして、本発明のねし構造や、ボルトナツ
トを使用することにより、従来、F’ RPロッ)Sが
非常に優れた、防食力と機械的強度ならびに電気絶縁性
を有しながら、金属や他の樹脂などとの結合に良い方法
か無いため、F RPロッド単体として使用するか、容
器など一体成形品として、そのまま使用される場合以外
にその用途が限定されていたちのを、本発明のねし構造
やボルトナツトを使用することにより、)’ RPロッ
ド、F RP板、I” RP成形品ならびに、金属ある
いはセラミックス製品など相互間の結合を(幾械的強度
を保ちなから容易自消に組み合わせ使用で卜るという、
大きな効果を発]X11せしめることかできるものであ
る。
As described above, by using the threaded structure of the present invention and the bolt/nut, it is possible to achieve the excellent anti-corrosion ability, mechanical strength, and electrical insulation properties of the conventional F'RP® S. However, since there is no good way to bond it to metals or other resins, its uses are limited other than when it is used as a single FRP rod or as an integrally molded product such as a container. By using the threaded structure and bolt nuts of the present invention, it is possible to connect (without maintaining geometrical strength) RP rods, FRP plates, I''RP molded products, and metal or ceramic products. It is easy to self-extinguish and can be used in combination.
[It has a great effect] It is possible to make X11.

更に急勾配の長い一方向傾斜面2の長さは、所用強瓜に
よっ′乙適宜選択することにより、小物から入トな棺造
物まで、適宜対応ぜしめて使用することができる笠、優
れた多くの効果と14徴を有[るものである。
Furthermore, the length of the steeply sloped one-way slope 2 can be selected depending on the type of gourd needed, making it an excellent hat that can be used for everything from small objects to elaborate coffin structures. It has many effects and 14 symptoms.

【図面の簡単な説明】[Brief explanation of drawings]

第一1′;J、l、第一4図は本発明の一部断面を示す
説明用例示図、第三図は本発明のねし結合部の一部断面
を示す例示説明図。 1は1・’ Rl’のボルト、2.2゛は一方向傾斜面
、;3は急勾配円錐台、4.4′は凸ねし部、5.5゛
は凹ねじ部、6はF RPのナツト、7は凸ねし部4の
円柱部、8はFII )’ポル11の円11台形頭部、
5〕はFRP頭部。 特許出願人 用惣電祠二1−業株式会11 代表者 川 本 幹 ’(f3
11'; J, 1, 14 is an illustrative diagram showing a partial cross section of the present invention, and Figure 3 is an exemplary explanatory diagram showing a partial cross section of the threaded joint of the present invention. 1 is a bolt of 1・'Rl', 2.2゛ is a one-way inclined surface, 3 is a steeply sloped truncated cone, 4.4' is a convex threaded part, 5.5゛ is a concave threaded part, 6 is F RP nut, 7 is the cylindrical part of the convex thread part 4, 8 is the FII)' circle 11 trapezoidal head of pol 11,
5] is an FRP head. Soden Shrine 21 for Patent Applicant - Industry Co., Ltd. 11 Representative Miki Kawamoto' (f3

Claims (1)

【特許請求の範囲】 (3) F RPのねじ部において、軸方向の引張り力
を、引張り方向に対して末広がりの急勾配の長い一方向
傾斜で、これを押圧して受け止めるようにした急勾配円
411台の積み上げ形状の凸ねし部と、この凸ねし部の
一方向傾斜面に密接して、これを押圧する逆テーパの一
方向傾斜面を螺設した門ね) し部からなることを特徴とするFHPのねし、構造。 (2) ガラスロービングまたはガラスクロスをエポキ
シ1b1脂で結合させたF’ RPロッドに、軸方向の
引張り力を、急勾配の艮い一方向傾斜面で受け11−め
るよう【こした急勾配円錐台の積み」ニげ形状の凸りじ
部を有するボルトと、このボルトの急勾配の一方向何j
斜面に密に螺着する凹ねし部を有するガラスクロスを積
層してエポキシ樹脂で結合したFRF’す7トからなる
ことを特徴とするボルトナツト。 (3)特許請求の範囲(2)のボルトナフトににいてボ
ルト頭部を、下部の凸ねし部と、逆テーパの、急勾配円
錐台の積み上げ形状の凸ねし部とし、この凸ねし部に密
に螺合する門ねし部を有するガラスクロスをエポキシ樹
脂で結合したF RF’頭部を、エポキシ樹脂を併用し
て螺合接着して一体化したことをQVaとするボルトナ
ツト。
[Scope of Claims] (3) In the threaded portion of the FRP, a steep slope that presses and absorbs the tensile force in the axial direction with a long one-directional slope that widens towards the tensile direction. It consists of a convex screw part with a stacked shape of 411 circles, and a gate screw part with a reverse taper unidirectional slope screwed in close contact with the one-way inclined surface of this convex screw part and pressing it. The structure of FHP is characterized by this. (2) The F' RP rod, which is made by bonding glass roving or glass cloth with epoxy 1b1 resin, receives the tensile force in the axial direction on a steep slope in one direction. A bolt with a convex ridge in the shape of a truncated cone, and how steep is the bolt in one direction?
A bolt nut comprising an FRF sheet made by laminating glass cloth having concave threads that tightly screw onto a slope and bonding them with epoxy resin. (3) In the bolt napht of claim (2), the bolt head has a lower convex thread portion and a convex thread portion in the stacked shape of a steeply sloped truncated cone with a reverse taper, and this convex thread QVa is a bolt nut whose F RF' head is made by bonding a glass cloth with a gate part that tightly screws into the part with epoxy resin, and is integrated by threading and bonding together with epoxy resin.
JP58240690A 1983-12-19 1983-12-19 Screw structure made of frp Granted JPS60132115A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58240690A JPS60132115A (en) 1983-12-19 1983-12-19 Screw structure made of frp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58240690A JPS60132115A (en) 1983-12-19 1983-12-19 Screw structure made of frp

Publications (2)

Publication Number Publication Date
JPS60132115A true JPS60132115A (en) 1985-07-15
JPH0135206B2 JPH0135206B2 (en) 1989-07-24

Family

ID=17063253

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58240690A Granted JPS60132115A (en) 1983-12-19 1983-12-19 Screw structure made of frp

Country Status (1)

Country Link
JP (1) JPS60132115A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100839936B1 (en) 2006-07-19 2008-06-20 주식회사 엘앤에스메탈 Bolt
JP2012026522A (en) * 2010-07-23 2012-02-09 Mitsubishi Motors Corp Bolt and mounting structure of battery using the same
CN102555245A (en) * 2012-02-13 2012-07-11 浙江鼎耐塑胶管阀有限公司 Method for manufacturing hexagonal all-plastic corrosion-resistant bolt
CN103423274A (en) * 2013-08-27 2013-12-04 南车株洲电力机车研究所有限公司 Method of guaranteeing fan high-strength bolt pretightening force to be accurately exerted
CN103951951A (en) * 2014-03-19 2014-07-30 淮南市金德实业有限公司 Reflective glass fiber reinforced plastic anchor pole nut and production method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4837931A (en) * 1971-09-20 1973-06-04
JPS4837932A (en) * 1971-09-20 1973-06-04
JPS5365555A (en) * 1976-11-22 1978-06-12 Torimasa Shiyouda Fastening member

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4837931A (en) * 1971-09-20 1973-06-04
JPS4837932A (en) * 1971-09-20 1973-06-04
JPS5365555A (en) * 1976-11-22 1978-06-12 Torimasa Shiyouda Fastening member

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100839936B1 (en) 2006-07-19 2008-06-20 주식회사 엘앤에스메탈 Bolt
JP2012026522A (en) * 2010-07-23 2012-02-09 Mitsubishi Motors Corp Bolt and mounting structure of battery using the same
CN102555245A (en) * 2012-02-13 2012-07-11 浙江鼎耐塑胶管阀有限公司 Method for manufacturing hexagonal all-plastic corrosion-resistant bolt
CN103423274A (en) * 2013-08-27 2013-12-04 南车株洲电力机车研究所有限公司 Method of guaranteeing fan high-strength bolt pretightening force to be accurately exerted
CN103951951A (en) * 2014-03-19 2014-07-30 淮南市金德实业有限公司 Reflective glass fiber reinforced plastic anchor pole nut and production method thereof

Also Published As

Publication number Publication date
JPH0135206B2 (en) 1989-07-24

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