JPH0640738Y2 - Fixing structure for tension materials - Google Patents
Fixing structure for tension materialsInfo
- Publication number
- JPH0640738Y2 JPH0640738Y2 JP1987195560U JP19556087U JPH0640738Y2 JP H0640738 Y2 JPH0640738 Y2 JP H0640738Y2 JP 1987195560 U JP1987195560 U JP 1987195560U JP 19556087 U JP19556087 U JP 19556087U JP H0640738 Y2 JPH0640738 Y2 JP H0640738Y2
- Authority
- JP
- Japan
- Prior art keywords
- wedge
- fixing
- inclination angle
- tension
- tension member
- 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.)
- Expired - Lifetime
Links
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- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) この考案は、プレストレスコンコリート(以下単にPCと
する。)構造に使用される緊張材に関し、詳しくは、繊
維強化材を使用した緊張材の定着構造に係るものであ
る。[Detailed Description of the Invention] (Industrial field of application) The present invention relates to a tension material used for a prestressed concorre (hereinafter simply referred to as PC) structure, and more specifically, a tension material using a fiber reinforcement material. It is related to the fixing structure of.
(従来の構造) 従来のPC鋼材による定着構造例としては、第7図及び第
8図にある通り、PCに没入されたPC鋼材p端部を鋼製の
定着部(スリーブ)(1)内に配設した複数の楔(2)
(2)…(傾斜角度約14°、長さは緊張材の直径の約3
〜4倍)を介して所要長さに渡って嵌合させて定着する
構成にすると共に前記楔(2)の内面にはノコ歯状の凹
凸面(3)を形成し、この凹凸面(3)がPC鋼材pの表
面に噛み込むことによりPC鋼材pと楔(2)とのスリッ
プを阻止するようにしたものがある。(Conventional structure) As an example of a conventional fixing structure using PC steel, as shown in FIGS. 7 and 8, the end of the PC steel material p immersed in the PC is placed inside the steel fixing part (sleeve) (1). Multiple wedges (2)
(2)… (Inclination angle about 14 °, length is about 3 diameter of tendon.
(4 to 4 times) to fit and fix the same over a required length to form a saw-toothed concavo-convex surface (3) on the inner surface of the wedge (2). ) Bites into the surface of the PC steel material p to prevent slippage between the PC steel material p and the wedge (2).
ところが、近年、PC構造にガラス繊維等の繊維強化材を
使用したPC緊張材の適用が成されている。However, in recent years, a PC tension material using a fiber reinforcing material such as glass fiber for the PC structure has been applied.
これは、直径数ミクロンのガラス単繊維の集合体を熱硬
化性樹脂で成形したロッドをPC緊張材として使用するも
のであるが、当該PC緊張材を上記定着構造に適用した場
合には、楔(2)の内面に形成したノコ歯状の凹凸面
(3)がPC緊張材pの表面に噛み込み、当該PC緊張材p
の表面のガラス繊維等の繊維強化材を破断したり、引張
力によって表面が削り取られたりして充分な定着力が得
られない欠点があった。This uses a rod formed by molding a glass monofilament having a diameter of several microns with a thermosetting resin as a PC tension member.However, when the PC tension member is applied to the fixing structure, a wedge is used. The saw-toothed concavo-convex surface (3) formed on the inner surface of (2) bites into the surface of the PC tension member p,
There is a defect that sufficient fixing force cannot be obtained because the fiber reinforcing material such as glass fiber on the surface of the sheet is broken or the surface is scraped off by the tensile force.
そこで、このようなPC緊張材pの定着構造としては、当
該定着構造の楔作用を活かしつつ、上記PC緊張材pの機
械的且つ物性的特徴を利用して成された定着構造が特開
・昭60-203762号公報で提案されている。Therefore, as such a fixing structure for the PC tension material p, there is a fixing structure formed by utilizing the mechanical and physical characteristics of the PC tension material p while utilizing the wedge action of the fixing structure. It is proposed in Japanese Patent Publication No. 60-203762.
即ち、上記発明は、PC緊張材pの端部に割れ目を入れて
分割され、当該PC緊張材pの端部の外周に勾配が形成さ
れると共にこの勾配に対応する内孔を有する定着体がPC
緊張材pの端部に嵌装され、更に、前記PC緊張材p端部
の割れ目、PC緊張材端部外周の勾配面及び定着体の内孔
との間隙部に固着樹脂が充填されてなる定着構造であ
る。That is, in the above invention, the PC tension member p is divided by making a split in the end thereof, a gradient is formed on the outer periphery of the end of the PC tension member p, and a fixing member having an inner hole corresponding to this gradient is provided. PC
It is fitted to the end portion of the tension member p, and further, a fixing resin is filled in a gap between the crack at the end portion of the PC tension member p, the inclined surface of the outer periphery of the PC tension member end and the inner hole of the fixing member. It is a fixing structure.
(考案が解決しようとする問題点) 前掲の通り、第7図及び第8図では、PCに没入されたPC
鋼材p端部を鋼製の定着体(スリーブ)(1)内に配設
した複数の楔(2)を介して所要長さに渡って嵌合させ
た定着構造、また、前記楔(2)の内面にはノコ歯状の
凹凸面(3)を形成し、この凹凸面(3)がPC鋼材pの
表面に噛み込むことによりPC鋼材pと楔(2)とのスリ
ップを阻止するようにした定着構造に、ガラス繊維等の
繊維強化材を使用したPC緊張材を適用した場合には、当
該PC緊張材が本質的にPC鋼材より剪断力に対して弱いた
め、その定着効率は著しく低下する事になる。(Problems to be solved by the invention) As described above, in FIGS. 7 and 8, the PC is immersed in the PC.
A fixing structure in which the end portion of the steel material p is fitted over a required length through a plurality of wedges (2) arranged in a fixing body (sleeve) (1) made of steel, and the wedge (2) Saw-toothed concave-convex surface (3) is formed on the inner surface of the so that the concave-convex surface (3) is caught in the surface of the PC steel material p so as to prevent the slip between the PC steel material p and the wedge (2). When a PC tension material that uses fiber reinforced material such as glass fiber is applied to the fixing structure, the fixing efficiency is significantly reduced because the PC tension material is inherently weaker than the shear strength of PC steel material. Will be done.
即ち、PC緊張材pに生ずる支圧応力が楔(2)の先端部
(2a)で最大となり、また、PC緊張材pに生ずる軸方向
に対する応力も楔(2)の先端部(2a)で最大となるの
で、ガラス繊維等の繊維強化材を使用したPC緊張材pを
適用した場合には、楔(2)の先端部(2a)が破断され
易い。That is, the bearing stress generated in the PC tendon p is maximized at the tip portion (2a) of the wedge (2), and the axial stress generated in the PC tendon p at the tip portion (2a) of the wedge (2). Since it becomes the maximum, when the PC tension material p using a fiber reinforcing material such as glass fiber is applied, the tip portion (2a) of the wedge (2) is easily broken.
更に、楔(2)の内面にはノコ歯状の凹凸面(3)を形
成し、この凹凸面(3)がPC鋼材pの表面に噛み込むこ
とによりPC鋼材pと楔(2)とのスリップを阻止するよ
うにしているが、この部分でPC緊張材pの表面のガラス
繊維等の繊維強化材を破断したり、軸方向の引張力によ
って表面が削り取られたりして充分な定着力が得られ
ず、定着体(1)からPC緊張材pが抜けてしまうとの重
大な問題点を残している。Furthermore, a concave-convex surface (3) having a saw-tooth shape is formed on the inner surface of the wedge (2), and the uneven surface (3) is engaged with the surface of the PC steel material p so that the PC steel material p and the wedge (2) are formed. Although slip is prevented, a sufficient fixing force can be obtained by breaking the fiber reinforcing material such as glass fiber on the surface of the PC tension material p or scraping the surface by the axial tensile force at this portion. There is a serious problem that the PC tension material p comes off from the fixing body (1) without being obtained.
他方、特開・昭60-203762号公報で提案されている定着
構造では、PC緊張材p端部外周の勾配面及び定着体の内
孔との間隙部に充填する固着樹脂の接着力で定着する構
造であるから、定着体の長さはPC緊張材pの直径の約15
倍以上の長さを必要とし、その結果、定着体を長くしな
ければならない。On the other hand, in the fixing structure proposed in Japanese Patent Application Laid-Open No. 60-203762, fixing is performed by the adhesive force of the fixing resin filled in the gap between the inclined surface of the PC tension member p end outer periphery and the inner hole of the fixing body. Due to this structure, the length of the fixing member is about 15 times the diameter of the PC tension material p.
More than double the length is required and as a result the fuser must be lengthened.
従って、前記間隙部に充填する固着樹脂の注入量は、定
着効率を高めるために大量となり、樹脂の注入から硬化
までに長時間かかると共に多大な労力が必要となるので
現場施工には不向きであるとの問題点があった。Therefore, the injection amount of the fixing resin to fill the gap becomes large in order to improve the fixing efficiency, and it takes a long time from the injection of the resin to the curing and a great amount of labor is required, which is not suitable for on-site construction. There was a problem with.
(問題点を解決するための手段) 本考案は、前掲の問題点を解決するために、第1図の要
部断面図に示す通り、PC緊張材pの端部p1を定着体(1
0)に嵌合させて所要長さに渡って両者を固着させると
共に当該PC緊張材pの端部p1には楔(20)(20)を打ち
込んでなる繊維強化材からなる緊張材用定着構造におい
て、前記楔(20)の傾斜角度θ1は、楔(20)の傾斜角
度θ1と前記定着体(10)の傾斜角度θ2との差が0.2
°〜2.0°の範囲内に於いて定着体(10)の傾斜角度θ
2より大きく形成される他、当該楔(20)の内面は100
〜500μmの範囲の表面粗度(21)が形成されている構
造を基本構造とし、更には楔(20)の傾斜角度θ1を6
°を超え12°以下の範囲とし、かつ、楔(20)の長さを
緊張材の直径の5倍以上乃至12倍以下の範囲とする構造
を採用した。(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention fixes the end portion p1 of the PC tension member p to the fixing member (1) as shown in the sectional view of the main part of FIG.
The fixing structure for a tension member, which is made of fiber reinforced material, in which the PC tension member p is fitted with the wedges (20) and (20) at the end portion p1 of the PC tension member p. In regard to the inclination angle θ1 of the wedge (20), the difference between the inclination angle θ1 of the wedge (20) and the inclination angle θ2 of the fixing body (10) is 0.2.
Inclination angle θ of the fixing body (10) within the range of ° to 2.0 °
In addition to being formed larger than 2, the inner surface of the wedge (20) is 100
The basic structure is a structure with a surface roughness (21) in the range of up to 500 μm, and the inclination angle θ1 of the wedge (20) is 6
A structure was adopted in which the range was more than 0 and 12 ° or less, and the length of the wedge (20) was in the range of 5 to 12 times the diameter of the tendon.
なお、前記表面粗度(21)とは、鉄粉や砂、アルミナ粉
体等の被定着物よりも高硬度の粉体を、楔(20)の内側
表面に接着或いは埋設によって固着して、表面に凹凸を
形成することを指す。The surface roughness (21) means that iron powder, sand, alumina powder, or other powder having a hardness higher than that of an object to be fixed is fixed to the inner surface of the wedge (20) by adhesion or embedding, This refers to forming irregularities on the surface.
(作用) 本考案は、前掲の通り、ガラス繊維等の繊維強化材を使
用したPC緊張材pの定着構造として、楔(20)の傾斜角
度θ1が、楔(20)の傾斜角度θ1と前記定着体の傾斜
角度θ2との差が0.2°〜2.0°の範囲内に於いて定着体
(10)の傾斜角度θ2より大きく形成される他、当該楔
(20)の内面は100〜500μmmの範囲の表面粗度(21)が
形成されてなる構造を採用したが、これは、当該楔の先
端部(20a)に生ずる応力集中を阻止し、楔(20)の全
長に渡ってその応力を分散させ、楔(20)の先端部(20
a)でのPC緊張材pの破断を無くし、当該PC緊張材の定
着効率を向上させるためである。(Operation) As described above, the present invention has a fixing structure of a PC tension member p using a fiber reinforcing material such as glass fiber, and the inclination angle θ1 of the wedge (20) is the same as the inclination angle θ1 of the wedge (20). The difference from the inclination angle θ2 of the fixing body is larger than the inclination angle θ2 of the fixing body (10) within the range of 0.2 ° to 2.0 °, and the inner surface of the wedge (20) is in the range of 100 to 500 μmm. The surface roughness (21) of the wedge was adopted, but this prevents the stress concentration at the tip part (20a) of the wedge and disperses the stress over the entire length of the wedge (20). The wedge (20) tip (20
This is to eliminate the breakage of the PC tension material p in a) and improve the fixing efficiency of the PC tension material.
即ち、楔(20)の傾斜角度θ1を、楔(20)の傾斜角度
θ1と前記定着体(10)の傾斜角度θ2との差が0.2°
〜2.0°の範囲内に於いて定着体(10)の傾斜角度θ2
より大きく形成した理由としては、第2図のグラフに示
す通り、楔(20)の傾斜角度θ1と前記定着体(10)の
傾斜角度θ2との差を0.2°未満とした場合では、当該
楔(20)の先端に向かうほど引張力が上昇すると共に側
圧(把持力)が増大する傾向があるので、その結果、楔
(20)の先端部(20a)にPC緊張材pは破断され易く、
目的とする定着効果が期待できない。That is, the difference between the inclination angle θ1 of the wedge (20) and the inclination angle θ2 of the fixing member (10) is 0.2 °.
The inclination angle θ2 of the fixing body (10) within the range of up to 2.0 °
As shown in the graph of FIG. 2, when the difference between the inclination angle θ1 of the wedge (20) and the inclination angle θ2 of the fixing body (10) is less than 0.2 °, the reason why the wedge is formed is larger. Since the tensile force tends to increase and the lateral pressure (grasping force) tends to increase toward the tip of (20), as a result, the PC tendon p is easily broken at the tip (20a) of the wedge (20),
The desired fixing effect cannot be expected.
一方、楔(20)の傾斜角度θ1と定着体(10)の傾斜角
度θ2との差を0.2°以上の場合では、当該楔(20)の
先端に向かうほど引張力が上昇すると共に側圧(把持
力)は漸減し、その結果、楔(20)の後の一部分でしか
PC緊張材pを把持しなくなるので、PC緊張材pへの側圧
(把持力)が不足し、PC緊張材pは楔(20)との間でス
リップが起こり、期待する定着効果が得られない。On the other hand, when the difference between the inclination angle θ1 of the wedge (20) and the inclination angle θ2 of the fixing member (10) is 0.2 ° or more, the tensile force increases toward the tip of the wedge (20) and the lateral pressure (grip) is increased. Force) diminishes, so that only in the part after the wedge (20)
Since the PC tension material p is no longer gripped, the lateral pressure (gripping force) to the PC tension material p is insufficient, and the PC tension material p slips with the wedge (20), and the expected fixing effect cannot be obtained. .
以上の理由から、楔(20)の傾斜角度θ1と定着体(1
0)の傾斜角度θ2との差を0.2°〜2.0°の範囲と選定
したのである。For the above reason, the inclination angle θ1 of the wedge (20) and the fixing member (1
The difference with the inclination angle θ2 in 0) was selected in the range of 0.2 ° to 2.0 °.
そして、楔(20)の傾斜角度θ1としては、6°を超え
12°以下の範囲が最適である。And, the inclination angle θ1 of the wedge (20) exceeds 6 °
The optimum range is 12 ° or less.
何故ならば、第3図のグラフに示す通り、楔(20)の傾
斜角度θ1とPC緊張材pの破断荷重との関係についてみ
れば、傾斜角度θ1が6°以下の場合では、PC緊張材p
に対する側圧(把持力)が大きくなり過ぎ、楔(20)内
部でPC緊張材pが破断し易くなる。また、この楔(20)
が定着体(10)に一度噛み込むと取り外しが至難となる
など実用面で問題となる。Because, as shown in the graph of FIG. 3, regarding the relationship between the inclination angle θ1 of the wedge (20) and the breaking load of the PC tension member p, when the inclination angle θ1 is 6 ° or less, the PC tension member is less than 6 °. p
The lateral pressure (grasping force) against is too large, and the PC tension material p easily breaks inside the wedge (20). Also this wedge (20)
However, once it is caught in the fixing body (10), it becomes difficult to remove it, which poses a practical problem.
一方、傾斜角度θ1が12°を超えると楔(20)が定着体
(10)に噛み込むことにより生ずる側圧(把持力)が小
さくなり、PC緊張材pは楔(20)との間でスリップが起
こり、定着効果が減少し、楔(20)の外形も大きくなる
欠点がある。On the other hand, when the inclination angle θ1 exceeds 12 °, the lateral pressure (grasping force) generated by the wedge (20) biting into the fixing body (10) becomes small, and the PC tension member p slips between itself and the wedge (20). Occurs, the fixing effect is reduced, and the outer shape of the wedge (20) is enlarged.
次に、楔(20)の内面に全長に亘って100〜500μmの範
囲の表面粗度(21)を形成した理由としては、楔(20)
の内面とPC緊張材pとの摩擦面が平滑であると摩擦係数
が小さいので、PC緊張材pの破断まで把持するためには
楔(20)の全長Lを長くする必要があるので実用的では
ない。Next, the reason why the surface roughness (21) within the range of 100 to 500 μm is formed on the inner surface of the wedge (20) is that the wedge (20)
Since the friction coefficient is small when the friction surface between the inner surface of PC and the PC tension member p is smooth, it is necessary to increase the total length L of the wedge (20) in order to grip the PC tension member p until it breaks. is not.
そこで、本考案は、第4図Aの端面図及び第4図Bの要
部断面図にある通り、楔(20)の内面に全長に亘って10
0〜500μmの凹凸(21)(ピッチH1、高さH2)を形成し
てそれらの摩擦係数が大きくなるようにし、PC緊張材p
は楔(20)との間でスリップが起こらないようにした。Therefore, according to the present invention, as shown in the end view of FIG. 4A and the sectional view of the main part of FIG.
The unevenness (21) (pitch H1, height H2) of 0 to 500 μm is formed to increase the friction coefficient of the PC tension member p.
Tried to prevent slippage with the wedge (20).
即ち、第5図のグラフにある通り、上記凹凸(21)が10
0μm未満であれば、PC緊張材pは楔(20)との間でス
リップが起こり、定着効果が減少し、一方、500μmを
超えれば、PC緊張材pに配合したガラス繊維等の強化材
が破断するので定着効果が低下する。That is, as shown in the graph of FIG.
When it is less than 0 μm, the PC tension material p slips between the wedge (20) and the fixing effect is reduced, while when it exceeds 500 μm, the reinforcing material such as glass fiber mixed in the PC tension material p is generated. Since it breaks, the fixing effect decreases.
そして、楔(20)の内面に形成する凹凸(21)は、粒径
100〜500μmの定着物よりも高硬度の粉体を接着させる
か、埋設させるなどによって固着することにより、表面
粗度を全面に亘って略均一状態に形成することが可能で
ある。The irregularities (21) formed on the inner surface of the wedge (20) are
By adhering powder having a hardness higher than that of a fixed material having a size of 100 to 500 μm or by embedding it, it is possible to form the surface roughness in a substantially uniform state over the entire surface.
更に、第6図のグラフに示す通り、前記楔(20)の長さ
Lは、PC緊張材pの直径Dに対し約5倍以上とすればよ
い。Further, as shown in the graph of FIG. 6, the length L of the wedge (20) may be about 5 times or more the diameter D of the PC tendon p.
それは、楔(20)の長さLがPC緊張材pの直径Dに対し
長さLが5倍未満であれば、PC緊張材pに対する単位面
積当たりの側圧が大きくなって、楔(20)の内面でPC緊
張材pが破断したり、また、スリップ等の欠陥が生ずる
ためである。If the length L of the wedge (20) is less than 5 times the diameter D of the PC tendon p, the lateral pressure per unit area against the PC tendon p becomes large and the wedge (20) This is because the PC tension material p breaks on the inner surface of the sheet and defects such as slip occur.
尚、本考案におけるガラス繊維等の繊維強化材を使用し
たPC緊張材とは、次のものを指す。The PC tension material using fiber reinforced material such as glass fiber in the present invention means the following.
ポリエチレン、ビニロン、ポリアセタール等の高分子
繊維で延伸加工等により高強度にされ、直径が100μm
以上の緊張材。Made of high-polymer fiber such as polyethylene, vinylon, polyacetal, etc. to have high strength by drawing process and have a diameter of 100 μm.
More tension material.
ガラス繊維、アラミド繊維、カーボン繊維やその他高
強度の繊維を強化材としたFRP、これら繊維を束ねた
り、撚り合わせ或いは編組したものを樹脂で硬化した緊
張材。FRP made of glass fiber, aramid fiber, carbon fiber and other high-strength fibers as a reinforcing material, and a tension material in which these fibers are bundled, twisted or braided and cured with a resin.
アルミナ繊維、チタン繊維、ボロン繊維等の金属繊
維、無機繊維を強化繊維とした緊張材。Tensile material with reinforcing fibers made of metal fibers such as alumina fibers, titanium fibers, boron fibers, and inorganic fibers.
(実施例) 本考案の定着構造は以上の通りであるが、以下にその実
施例を記述する。(Example) The fixing structure of the present invention is as described above, and an example will be described below.
第1実施例 緊張材… 直径8.0mm、 破断荷重 6400kg のFRP材 楔 … 傾斜角度 9.6° 長さ 100mm(鋼製) 内面に250μmのアルミナの粉体 を塗布 の条件とし、楔(20)の傾斜角度θ1と定着体(10)の
傾斜角度θ2との差を0°〜2.4°の範囲内で種々変化
させた定着体(10)を使用して引張試験を行ったとこ
ろ、楔(20)の傾斜角度θ1と定着体(10)の傾斜角度
θ2との差が0.2°〜2.0°の範囲内であれば、スリップ
現象もなく、楔(20)内での破断もなく定着強度も高い
事が確認できた。Example 1 Tension material ... FRP material with a diameter of 8.0 mm and breaking load of 6400 kg Wedge ... Inclination angle of 9.6 ° Length of 100 mm (steel) Under the condition that 250 μm alumina powder was applied to the inner surface, the wedge (20) was inclined A tension test was conducted using the fixing body (10) in which the difference between the angle θ1 and the inclination angle θ2 of the fixing body (10) was variously changed within the range of 0 ° to 2.4 °. If the difference between the inclination angle θ1 and the inclination angle θ2 of the fixing body (10) is within the range of 0.2 ° to 2.0 °, there is no slip phenomenon, no breakage in the wedge (20), and high fixing strength. It could be confirmed.
第2実施例 緊張材… 直径8.0mm、 破断荷重 6400kg のFRP材 楔 … 傾斜角度 9.6° 長さ 100mm(鋼製) 定着体… 傾斜角度 9.0° の条件とし、楔(20)の内面に種々の粒径のアルミナの
粉体を接着させ、引張試験を行ったところ、楔(20)の
内面に接着させた粉体の平均粒径が100〜500μmの範囲
内であれば、100%の定着効率がえられた。Second embodiment Tension material ... FRP material with a diameter of 8.0 mm and a breaking load of 6400 kg Wedge ... Inclined angle 9.6 ° Length 100 mm (steel) Fixing body ... Under the condition of an inclined angle 9.0 °, various kinds of wedges (20) have various inner surfaces. Alumina powder with a particle size was adhered and a tensile test was conducted. As a result, if the average particle size of the powder adhered to the inner surface of the wedge (20) is in the range of 100 to 500 μm, the fixing efficiency is 100%. I got it.
第3実施例 緊張材… 直径8.0mm、 破断荷重 6400kg のFRP材 楔 … 長さ 100mm(鋼製) 内面に250μmのアルミナの粉体 を塗布 楔(20)の傾斜角度θ1と定着体(10)の傾斜角度θ2
との差を0.6°とし(定着体(10)の傾斜角度θ2が
小)、楔(20)の傾斜角度θ1を種々変化させ、引張試
験を行ったところ、楔(20)の傾斜角度θ1が6°以下
であれば楔(20)との接触個所で破断し易くなり、楔
(20)の傾斜角度θ1が12°を超えればスリップが生
じ、充分な定着効率が得られなかった。従って、楔(2
0)の傾斜角度θ1は6°を超え12°以下の範囲が定着
効率の観点から見れば最適である。Third Example Tension material ... FRP material with a diameter of 8.0 mm and a breaking load of 6400 kg Wedge ... Length of 100 mm (steel) Inner surface is coated with 250 μm alumina powder Wedge (20) inclination angle θ1 and fixing body (10) Inclination angle θ2
The inclination angle θ1 of the wedge (20) was variously changed, and the inclination angle θ1 of the wedge (20) was changed to 0.6 ° (the inclination angle θ2 of the fixing body (10) was small). If it is less than 6 °, the wedge (20) is likely to be broken at the contact point, and if the inclination angle θ1 of the wedge (20) exceeds 12 °, slipping occurs and sufficient fixing efficiency cannot be obtained. Therefore, the wedge (2
The inclination angle θ1 of 0) is optimal in the range of more than 6 ° and 12 ° or less from the viewpoint of fixing efficiency.
第4実施例 緊張材… 直径8.0mm、 破断荷重 6400kg のFRP材 楔 … 傾斜角度 9.6°(鋼製) 内面に250μmのアルミナの粉体 を塗布 定着体… 傾斜角度 9.0° の条件とし、楔(20)の長さLをPC緊張材pの直径Dの
3〜12倍の範囲で変化させ、引張試験を行ったところ、
PC緊張材pの直径Dの5倍未満であれば、楔(20)内で
の破断が起こり、また、スリップも起こって好ましくな
く、5倍以上であれば100%の定着効率が得られた。Fourth Example Tension material ... FRP material with a diameter of 8.0 mm and breaking load of 6400 kg Wedge ... Inclination angle of 9.6 ° (steel) Inner surface is coated with 250 μm alumina powder Fixing body ... Inclination angle of 9.0 ° and wedge ( When the length L of 20) was changed in the range of 3 to 12 times the diameter D of the PC tendon p and a tensile test was performed,
If the diameter is less than 5 times the diameter D of the PC tension material p, breakage occurs in the wedge (20) and slippage occurs, which is not preferable, and if it is 5 times or more, 100% fixing efficiency is obtained. .
従って、100%の定着効率を得るためには、楔(20)の
長さLをPC緊張材の直径Dの5倍以上とすればよいの
で、従来のように15倍以上の長さLが必要であったこと
からみれば非常にコンパクトとなる。Therefore, in order to obtain a fixing efficiency of 100%, the length L of the wedge (20) should be 5 times or more the diameter D of the PC tension material. It is very compact in terms of what was needed.
(考案の効果) 以上の通り、本考案の定着構造によれば、PC緊張材に生
ずる支圧応力が楔の先端で最小となり、定着部内でのPC
緊張材に負荷される応力が平均化されるので、定着部の
先端部で破断され易いガラス繊維等の繊維強化材を使用
したPC緊張材に適用した場合でも、剪断力に対する問題
点は解消できると共にPC緊張材の定着部での破断は皆無
となった。(Effect of device) As described above, according to the fixing structure of the present invention, the bearing stress generated in the PC tension member is minimized at the tip of the wedge, and the PC in the fixing portion is
Since the stress applied to the tension material is averaged, the problem of shearing force can be solved even when applied to PC tension material that uses fiber reinforcement such as glass fiber that is easily broken at the tip of the fixing part. At the same time, there was no breakage in the fixing part of the PC tension material.
更に、楔の内面全面には100〜500μmmの範囲にある表面
粗度を形成し、この表面粗度がPC緊張材の表面に接着す
ることによってPC緊張材と楔(2)とのスリップが阻止
できるので、この部分でPC緊張材の表面のガラス繊維等
の繊維強化材が破断したり、軸方向の引張力によって表
面が削り取られたりすることがなく、また、楔の全長を
短くしても充分な定着力が得られ、定着体からPC緊張材
が抜けるような事がなくなった。Furthermore, a surface roughness in the range of 100-500 μmm is formed on the entire inner surface of the wedge, and this surface roughness adheres to the surface of the PC tension material to prevent slippage between the PC tension material and the wedge (2). Since it is possible to do this, the fiber reinforcement such as glass fiber on the surface of the PC tension material does not break at this part, the surface is not scraped off by the tensile force in the axial direction, and even if the total length of the wedge is shortened Sufficient fixing power was obtained, and the PC tension material did not come off from the fixing body.
他方、定着体の長さはPC緊張材の約5倍以上であればよ
く、定着部全体をコンパクトにすることができ、現場施
工の面に於いても簡便となる利点がある。On the other hand, the length of the fixing member may be about 5 times or more that of the PC tension member, and the entire fixing portion can be made compact, which is advantageous in terms of on-site construction.
以上要するに、本考案の定着構造によれば楔を用いた定
着部での緊張材の破断がなく、また、楔と緊張材とのス
リップも全く生じないので、定着効率が極めて高く、し
かも、定着部もコンパクトにでき、現場施工も簡便であ
る等の効果がある。In short, according to the fixing structure of the present invention, the tension member is not broken at the fixing portion using the wedge, and the slip between the wedge and the tension member does not occur at all, so that the fixing efficiency is extremely high and the fixing is performed. The parts can be made compact, and there is an effect that site construction is simple.
第1図は本考案の定着構造を示す要部断面図、第2図は
楔の傾斜角度と定着体の傾斜角度との差と破断荷重との
関係を示すグラフ、第3図は楔の傾斜角度と破断荷重と
の関係を示すグラフ、第4図A、Bは楔の内面に形成し
た表面粗度を示す端面図と要部断面図、第5図は楔内面
粗度と破断荷重との関係とを示すグラフ、第6図は楔の
長さと破断荷重との関係とを示すグラフ、第7図は従来
の定着構造を示す断面図、第8図は従来の定着構造にお
ける要部断面図である。 符号の名称は以下の通りである。 (1)、(10)…定着体(スリーブ)、(2)、(20)
…楔、(2a)、(20a)…楔の先端部、(3)、(21)
…楔内面の凹凸、P…緊張材、p1…緊張材端部、θ1…
楔の傾斜角度、θ2…定着体(スリーブ)の傾斜角度、
D…緊張材の直径、L…楔の長さ。FIG. 1 is a cross-sectional view of a main part showing a fixing structure of the present invention, FIG. 2 is a graph showing a relationship between a breaking load and a difference between a wedge inclination angle and a fixing body inclination angle, and FIG. 3 is a wedge inclination. A graph showing the relationship between the angle and the breaking load, FIGS. 4A and 4B are end views showing the surface roughness formed on the inner surface of the wedge and a sectional view of the main part, and FIG. 5 shows the inner surface roughness of the wedge and the breaking load. 6 is a graph showing the relationship between the wedge length and the breaking load, FIG. 7 is a sectional view showing a conventional fixing structure, and FIG. 8 is a sectional view showing the main part of the conventional fixing structure. Is. The names of the symbols are as follows. (1), (10) ... Fixing body (sleeve), (2), (20)
… Wedges, (2a), (20a)… Wedge tips, (3), (21)
… Wedge inner surface irregularities, P… Tension material, p1… Tension material end, θ1…
Wedge tilt angle, θ2 ... Fixer (sleeve) tilt angle,
D: diameter of tendon, L: length of wedge.
───────────────────────────────────────────────────── フロントページの続き (72)考案者 南 敏和 兵庫県尼崎市道意町7丁目2番地 神鋼鋼 線工業株式会社内 (72)考案者 白濱 昭二 兵庫県尼崎市道意町7丁目2番地 神鋼鋼 線工業株式会社内 (72)考案者 粟根 聡 兵庫県尼崎市道意町7丁目2番地 神鋼鋼 線工業株式会社内 (72)考案者 岡本 直 千葉県流山市駒木518―1 三井建設株式 会社技術研究所内 (56)参考文献 特開 昭62−13640(JP,A) 実開 昭63−184915(JP,U) 実開 昭54−174211(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Toshikazu Minami, 7-2, Doi-cho, Amagasaki City, Hyogo Prefecture Shinko Steel Wire Industry Co., Ltd. (72) Shoji Shirahama, 2-chome, Doi-cho, Amagasaki City, Hyogo Prefecture Shinko Steel Wire Industry Co., Ltd. (72) Inventor Satoshi Akane 7-2 Doi-cho, Amagasaki City, Hyogo Prefecture Shinko Steel Wire Industry Co., Ltd. (72) Nao Okamoto 518-1 Komagaki, Nagareyama City, Chiba Prefecture Mitsui Construction Co., Ltd. In-house technology research institute (56) Reference JP 62-13640 (JP, A) Actually opened 63-184915 (JP, U) Actually opened 54-174211 (JP, U)
Claims (1)
さに亘って両者を固着させると共に当該緊張材の端部に
は楔を打ち込んでなる繊維強化材からなる緊張材用定着
構造において、前記楔の傾斜角度は、楔の傾斜角度と前
記定着体の傾斜角度との差が0.2°〜2.0°の範囲内にお
いて定着体の傾斜角度より大きく形成されるとともに、
楔の傾斜角度が6°を超え12°以下の範囲の値に形成さ
れ、更に、当該楔の長さは前記緊張材の直径の5倍以上
乃至12倍以下の範囲であり、かつ、その内面は粒径が10
0〜500μmの範囲の定着体よりも高硬度の粉体を全面に
固着して表面粗度が形成されていることを特徴とする緊
張材用定着構造。1. A tension member made of a fiber reinforced material in which an end portion of the tension member is fitted to a fixing body to fix the both members over a required length and a wedge is driven into the end portion of the tension member. In the fixing structure, the inclination angle of the wedge is formed to be larger than the inclination angle of the fixing body within a range of 0.2 ° to 2.0 ° in the difference between the inclination angle of the wedge and the inclination angle of the fixing body,
The wedge has an inclination angle in the range of more than 6 ° and not more than 12 °, and the length of the wedge is not less than 5 times and not more than 12 times the diameter of the tendon, and the inner surface thereof. Has a particle size of 10
A fixing structure for a tension member, characterized in that a powder having a hardness higher than that of a fixing member in the range of 0 to 500 μm is fixed on the entire surface to form a surface roughness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987195560U JPH0640738Y2 (en) | 1987-12-23 | 1987-12-23 | Fixing structure for tension materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987195560U JPH0640738Y2 (en) | 1987-12-23 | 1987-12-23 | Fixing structure for tension materials |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0198817U JPH0198817U (en) | 1989-07-03 |
| JPH0640738Y2 true JPH0640738Y2 (en) | 1994-10-26 |
Family
ID=31486233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987195560U Expired - Lifetime JPH0640738Y2 (en) | 1987-12-23 | 1987-12-23 | Fixing structure for tension materials |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0640738Y2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54174211U (en) * | 1978-05-29 | 1979-12-08 | ||
| JPS6213640A (en) * | 1985-07-11 | 1987-01-22 | 五洋建設株式会社 | Apparatus for tensioning and anchoring tension material for prestressed concrete |
| JPH0724492Y2 (en) * | 1987-05-21 | 1995-06-05 | 株式会社ピー・エス | FRP rope tension fixing body |
-
1987
- 1987-12-23 JP JP1987195560U patent/JPH0640738Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0198817U (en) | 1989-07-03 |
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