JPH0513770B2 - - Google Patents
Info
- Publication number
- JPH0513770B2 JPH0513770B2 JP60164203A JP16420385A JPH0513770B2 JP H0513770 B2 JPH0513770 B2 JP H0513770B2 JP 60164203 A JP60164203 A JP 60164203A JP 16420385 A JP16420385 A JP 16420385A JP H0513770 B2 JPH0513770 B2 JP H0513770B2
- Authority
- JP
- Japan
- Prior art keywords
- wedge
- circular cross
- section
- tooth
- sector
- 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
Classifications
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B29/00—Maps; Plans; Charts; Diagrams, e.g. route diagram
- G09B29/003—Maps
- G09B29/006—Representation of non-cartographic information on maps, e.g. population distribution, wind direction, radiation levels, air and sea routes
- G09B29/008—Touring maps or guides to public transport networks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
Landscapes
- Engineering & Computer Science (AREA)
- Theoretical Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Educational Technology (AREA)
- Mathematical Physics (AREA)
- Business, Economics & Management (AREA)
- Educational Administration (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Physics & Mathematics (AREA)
- Ecology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
- Spinning Or Twisting Of Yarns (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、例えばプレストレストコンクリー
ト用プレストレス部材の定着など、鋼線等の引張
部材をコンクリート構造物に定着するためのスチ
ール製多構成円形断面くさびの製造方法に関す
る。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a multi-component circular section made of steel for anchoring tensile members such as steel wires to concrete structures, for example for anchoring prestressing members for prestressed concrete. Concerning a method for manufacturing a wedge.
従来、この種の円形断面くさびとしては、プレ
ストレストコンクリートに用いる引張部材となる
プレストレス部材を定着するためのスチール製多
構成円形断面くさびが知られている。この円形断
面くさびは、全体では円錐台形状をなし引張力に
基づくくさび作用を利用してプレストレス部材を
締付けプレストレストコンクリートに対して定着
するもので、このような円形断面くさびは半径方
向の割りによつて相互に分離された2個以上のく
さびセクターから構成されており、プレストレス
部材に接するくさびセクターの内面には歯型を有
していた。
Conventionally, as this type of circular cross-section wedge, a multi-component circular cross-section wedge made of steel for fixing a prestress member serving as a tensile member used in prestressed concrete is known. This circular cross-section wedge has a truncated conical shape as a whole, and uses a wedge action based on tensile force to tighten the prestressed member and fix it to the prestressed concrete. It thus consisted of two or more wedge sectors separated from each other, and the inner surface of the wedge sector in contact with the prestressing member had tooth profiles.
また、この種の円形断面くさびは、プレストレ
スコンクリート用プレストレス部材の定着用ばか
りでなく、斜張橋の斜張ケーブルをタワーや橋桁
などのコンクリート構造物に定着するためにも使
用されている。 In addition, this type of circular cross-section wedge is used not only for anchoring prestressed members for prestressed concrete, but also for anchoring cable-stayed cables of cable-stayed bridges to concrete structures such as towers and bridge girders. .
このように、鋼棒、鋼線または鋼より線から成
る引張部材をコンクリート構造物に定着するため
には、くさび固定の原理に基づいて、円形断面く
さびが用いられるが、これらの円形断面くさびは
少なくとも2個、大ていは3個のくさびセクター
から構成されており、これらのくさびセクターは
固定すべき引張部材を包囲している。 In this way, to anchor tension members made of steel rods, steel wires, or steel strands to concrete structures, circular cross-section wedges are used based on the wedge anchoring principle; It consists of at least two, and most often three wedge sectors, which surround the tension member to be secured.
この種の引張荷重を負荷されたプレストレスト
コンクリート用プレストレス部材のような引張部
材を固定する際にはくさびセクターは引張部材に
加わる引張力によつて引張部材の軸線の方向に定
着体中の円錐形の孔の中へ引き入れられる。この
ようにしてくさびセクター中に前記引張部材軸線
に対して直角に向けられた締付力が生じ、この力
が引張部材の運動を阻止する。その前提となるも
のは、引張部材とくさびの間の摩擦係数がくさび
と円錐形孔との間のそれより大きいということで
ある。これを実現するために、くさびセクターの
内面に歯型を設けてくさびが引張部材の表面にし
つかりくい込むようにしている。この歯型は、簡
単にするために一つのねじ山で構成される。この
ねじ山は、円錐台形のくさび素材が個々のくさび
セクターに分割される前にくさび素材の軸方向の
孔の中に刻設される(英国特許第869923号)。 When fixing tensile members, such as prestressing members for prestressed concrete, which are loaded with this kind of tensile load, the wedge sector is moved by the tensile force applied to the tension member into a conical shape in the anchoring body in the direction of the axis of the tension member. It is drawn into the hole of the shape. In this way, a clamping force is created in the wedge sector that is directed at right angles to the tension member axis, which force prevents the tension member from moving. The prerequisite is that the coefficient of friction between the tension member and the wedge is greater than that between the wedge and the conical hole. To achieve this, the inner surface of the wedge sector is provided with a tooth profile so that the wedge wedges firmly into the surface of the tension member. This profile consists of a single thread for simplicity. This thread is cut into an axial hole in the frustoconical wedge blank before it is divided into individual wedge sectors (GB 869923).
高硬度の滑らかな鋼線や鋼より線に対して用い
る前記した公知のくさび固定装置は疲れ速度、即
ち永続的な変動引張荷重に対する強さの点で弱点
をもつていた。実際上分かつていることは、鋼線
と鋼より線が常に固定装置の前部領域で、即ちく
さびの細い方の端部で破損するということであ
る。この破損の原因は本質的に力の導入領域にお
ける強い横方向の圧縮と特に固定装置の始めの部
分、即ちくさびの細い尖端部分の歯型であつて、
これらの歯型はねじ山の鋭い角によつてできてい
る。個々のくさびセクターの内径は引張部材の外
径よりいくらか小さいので、くさびセクターの長
手縁部の所で、そこで終わるねじ山の鋭い角部が
引張部材の表面に切り込むことになる。
The above-described known wedge fixing devices for use with smooth and stranded steel wires of high hardness have weaknesses in terms of fatigue rate, ie, strength against permanently fluctuating tensile loads. What is known in practice is that steel wires and steel strands always break in the front region of the fastening device, ie at the narrow end of the wedge. The cause of this failure is essentially the strong lateral compression in the area of force introduction and the tooth profile of the initial part of the fixation device, i.e. the narrow tip of the wedge.
These tooth profiles are created by the sharp corners of the threads. The inner diameter of each wedge sector is somewhat smaller than the outer diameter of the tension member, so that the sharp corners of the threads terminating at the longitudinal edges of the wedge sectors cut into the surface of the tension member.
また、この欠点を除去するために、くさびの細
い尖端部の内側をねじ山の鋭い角部がくさびの尖
端部に向かつて次第に偏平になるように研削加工
し、尖端部でねじ山が全くなくなるようにするこ
とも行われている。しかし、このようにすると、
きわめて強い締付圧力が働いているくさび尖端部
には、引張部材の表面に切り込む鋭い歯型はもは
や存在しなくなるが、この個所で引張部材は摩擦
によつてのみ締付固定されることになる。しか
し、このようなくさびを例えば斜張橋の斜張ケー
ブルを定着する場合のように永続的に生じる振動
負荷即ち繰返し応力を受ける場合に用いると、固
定さえた引張部材の伸びのために、歯型をなすね
じ山の角を研削加工して偏平にした領域に摩擦が
生じ、この摩擦の結果、くさびと引張部材との間
に摩擦腐食が生じ、この個所の引張部材が早く故
障を起こすことも解つてきた。 In addition, in order to eliminate this defect, the inside of the thin tip of the wedge is ground so that the sharp corner of the thread becomes gradually flattened toward the tip of the wedge, so that there is no thread at all at the tip. This is also being done. However, if you do it like this,
At the tip of the wedge, where extremely strong clamping pressure is applied, there are no longer any sharp teeth cut into the surface of the tension member, but at this point the tension member is clamped and fixed only by friction. . However, when such a wedge is used when it is subjected to a permanent vibration load, that is, repeated stress, such as when anchoring the cable-stayed cables of a cable-stayed bridge, the tooth Friction occurs in the area where the corners of the thread forming the shape are ground and flattened, and as a result of this friction, frictional corrosion occurs between the wedge and the tension member, causing early failure of the tension member at this location. I've come to understand that.
この発明の基本課題は、初めに記載した様式の
くさび固定装置の疲れ限度、即ち永続的な変動負
荷に対する性能を改善するための経済的方法の開
発にある。
The basic problem of the invention is to develop an economical method for improving the fatigue limit of a wedge fixing device of the type described at the outset, ie its performance against permanently fluctuating loads.
この課題は次のような特徴を有するこの発明に
よつて解決される。即ち円形断面くさびが半径方
向の割りによつて相互に分離された複数のくさび
セクターから構成されており、引張部材に当接す
る内面に歯型を有する、鋼線等の引張部材をコン
クリート構造物に定着するためのスチール製多構
成円形断面くさびの製造方法であつて、先ず円錐
台形状のくさび素材に軸方向のねじ穴を設けるこ
とによつて歯型を形成し、続いてそのくさび素材
を個々のくさびセクターに長手方向に分割切断
し、さらに各くさびセクターに焼入れ処理を施
し、最後に各くさびセクターに対して表面の少な
くとも一部分に半径が前記ねじ穴の半径よりも小
さい凸状湾曲部を有する遊離といしを用いてバレ
ル研磨処理を行つて前記遊離といしによつて歯型
をなすねじのリブの全長にわたつて、その先端部
を均一に研磨し、角をとつて丸くすることを特徴
とするものである。 This problem is solved by the present invention having the following features. That is, the circular cross-section wedge is composed of a plurality of wedge sectors separated from each other by radial divisions, and a tensile member such as a steel wire, which has teeth on the inner surface that abuts the tensile member, is attached to a concrete structure. A method of manufacturing a steel multi-component circular cross-section wedge for anchoring, the tooth profile is first formed by providing an axial screw hole in a truncated conical wedge material, and then the wedge material is individually cut into wedge sectors in the longitudinal direction, further subjecting each wedge sector to a quenching treatment, and finally forming a convex curved portion on at least a portion of the surface of each wedge sector with a radius smaller than the radius of the screw hole. Carrying out a barrel polishing process using a free grinding wheel, the free grinding wheel uniformly polishes the tip of the rib over the entire length of the screw forming a tooth pattern, and the corners are rounded. This is a characteristic feature.
この発明は、金属部材、たとえば鋳造部材から
次のようにして汚染を除去するか或いは残つてい
るバリを除く公知の方法から出発する。即ち金属
部材を大ていはセラミツク材料から成る遊離とい
しと共に研磨ドラム等の中に入れて加工するとい
うものである。これらの金属部材は研磨ドラムの
回転に際して遊離といしと共に運動させられる。
その場合、運動は相対的に行われ、といしの研磨
作用によつて鋳物等の表面は滑らかになる。この
ような表面処理がバレル研磨といわれるものであ
る。 The invention starts from a known method for removing contamination or remaining burrs from metal parts, for example cast parts, in the following manner. That is, the metal part is processed by placing it in a polishing drum or the like together with a free grinding wheel made of ceramic material. These metal members are moved together with the free wheel as the polishing drum rotates.
In this case, the movement is relative, and the surface of the casting etc. is smoothed by the grinding action of the grinder. This kind of surface treatment is called barrel polishing.
この発明の基礎には次のような以外な認識があ
る。即ち内面の歯型形成を行うために一条のねじ
を刻設した後くさび素材の分割によつて得られた
くさびセクターをといしと一緒に研磨ドラム通で
加工処理した場合にくさびセクターのねじ山は破
壊されず、ねじらせんのリブの先端部のみが研磨
されて丸くなることである。このバレル研磨は、
歯型が過度に研ぎ落とされないようにするために
くさびセクターの焼入れ処理の後に実施する。
The basis of this invention is the following recognition. In other words, when the wedge sector obtained by dividing the wedge material after carving a single thread to form a tooth pattern on the inner surface is processed together with a grinding wheel through an abrasive drum, the thread of the wedge sector is is not destroyed, only the tips of the ribs of the twisted helix are polished and rounded. This barrel polishing
It is carried out after the quenching process of the wedge sector in order to avoid excessive grinding of the tooth profile.
このように、焼入れ処理後にバレル研磨を行う
と、一般に焼入れによつてくさびセクターの歯型
表面部に生じる脱炭層は、焼入れ時の雰囲気と接
触する歯型形状により、ねじ山側面では薄く、ね
じ山の先端部では厚くなり、脱炭層の下に生じる
焼入れ硬化層がねじ山先端部において断面ほぼ円
弧状に形成されるのが普通である。そのため、バ
レル研磨を実施すると、ねじ山先端部の硬度の低
い脱炭層が容易に研ぎ落とされ、適当な円弧半径
をもつた断面円弧状をなす硬度の高い焼入れ硬化
層が表面に露出するという好ましい結果も得やす
い。 In this way, when barrel polishing is performed after quenching, the decarburized layer that is generally formed on the surface of the tooth profile of the wedge sector due to quenching is thinner on the side surface of the screw thread due to the shape of the tooth profile that comes into contact with the atmosphere during quenching. The thickness becomes thicker at the tip of the thread, and the quenched hardened layer that forms under the decarburized layer is usually formed at the tip of the thread to have an approximately arcuate cross section. Therefore, when barrel polishing is performed, the decarburized layer with low hardness at the tip of the screw thread is easily polished off, and the hardened layer with high hardness, which has an arc-shaped cross section with an appropriate arc radius, is exposed on the surface. It is also easy to get results.
そして、このようなバレル研磨を実施するため
には、表面の少なくとも一部分に半径が、くさび
素材に設けたねじ穴の半径よりも小さい凸状湾曲
部を有する遊離といしを用いるのがきわめて有効
である。 In order to carry out such barrel polishing, it is extremely effective to use a free wheel that has a convex curved portion on at least a portion of its surface with a radius smaller than the radius of the screw hole formed in the wedge material. be.
更に、その遊離といしは、たとえばガラス粉
末、アルミナまたはそれらの類似物のようなセラ
ミツク材料、あるいはそれに更にコランダム、金
属酸化物またはそれらの類似物が添加されたセラ
ミツク材料で作るのが好適である。 Furthermore, the free grinder is preferably made of a ceramic material, such as glass powder, alumina or the like, or to which is further added corundum, metal oxides or the like. .
この発明によれば、くさびセクターのねじ山の
先端部のみが全長にわたつて表面処理されて丸く
なり、くさびの使用時にねじ山の先端部が引張部
材に切り込まないで、引張部材の表面にのみ圧入
するという利点が生じる。引張部材の表面層はそ
れによつて破砕されず、圧入によつて塑性変形を
受け、局部的に冷間加工硬化を生じ、それにより
引張部材の剛性を増すことになる。この発明によ
つて処理されたくさびによれば、これ以上の処理
なしに疲れ限度の向上と引張部材の自由な長さ部
分即ち通常部分における剛性の100パーセントま
でに相当する固定装置の静力学的引張強さとが達
成できる。 According to this invention, only the tip of the thread of the wedge sector is surface-treated and rounded over its entire length, so that when the wedge is used, the tip of the thread does not cut into the tension member, but touches the surface of the tension member. This has the advantage of being press-fitted only. The surface layer of the tension member is thereby not fractured, but undergoes plastic deformation due to the press-fit, resulting in local cold work hardening and thereby increasing the stiffness of the tension member. The wedge treated according to the invention provides an improved fatigue limit without further treatment and a static increase in the fixation device which corresponds to up to 100 percent of the stiffness in the free length or normal portion of the tensile member. Tensile strength can be achieved.
この発明の実施例を図面に基づいて、更に詳細
に説明する。
Embodiments of the present invention will be described in more detail based on the drawings.
第1図に縦断面を示したくさび固定装置では例
としてプレストレス部材である鋼ワイヤストラン
ド1を多構成円形断面くさび2により定着体4の
円錐形孔3内に固定してある。定着体4は締付力
の伝達のために接触面5により自体公知の態様で
図示してない支承板に対して支承されている。 In the wedge fixing device shown in longitudinal section in FIG. 1, by way of example a prestressed steel wire strand 1 is fixed in a conical hole 3 of an anchoring body 4 by means of a multi-component circular cross-section wedge 2. The fixing body 4 is supported in a manner known per se by means of a contact surface 5 on a support plate (not shown) for the transmission of clamping forces.
第2図に円形断面くさび2を斜視図で示してあ
る。円形断面くさびは三つのくさびセクター2
a,2b,2cから構成されている。これらのく
さびセクターはそれぞれ約120度づつをなし、長
手方向の狭いスリツト6を含めて一つの完全なリ
ング横断面を形成している(第3図)。セクター
は太い方のくさび端部7の外側面に環状溝8を有
する。この環状溝中に、くさびセクターをまとめ
て組立て易いようにばねリング9を挿入してあ
る。 FIG. 2 shows a circular cross-section wedge 2 in a perspective view. Circular cross section wedge has three wedge sectors 2
It is composed of a, 2b, and 2c. These wedge sectors are each approximately 120 degrees wide and, including the narrow longitudinal slit 6, form a complete ring cross-section (FIG. 3). The sector has an annular groove 8 on the outer surface of the thicker wedge end 7. A spring ring 9 is inserted into this annular groove to facilitate assembly of the wedge sectors.
特に第4図に示すように、各くさびセクター2
a,2b,2cはそれぞれ内面10に歯型11を
有する。この歯型11はねじ山12を有するねじ
からできており、このねじは円錐台形くさび本体
の軸方向の孔に、本体が個々のくさびセクター2
a,2b,2cに分割される前に刻設されたもの
である。 In particular, as shown in Figure 4, each wedge sector 2
a, 2b, and 2c each have a tooth pattern 11 on the inner surface 10. This tooth profile 11 consists of a screw with a thread 12 which is inserted into an axial bore of the truncated conical wedge body and which is inserted into the individual wedge sectors 2.
It was engraved before it was divided into a, 2b, and 2c.
この発明によればくさびセクター2a,2b,
2cは特に表面硬化後たとえばガラス粉末、アル
ミナまたはそれらと類似の物のようなセラミツク
材料から成る遊離といしと共に研磨ドラムの中に
入れられて、その中で連続的に循環させられる。
といしは基本的には任意の形状にすることができ
るが、少なくともその表面の部分領域に凸状湾曲
部がある。この凸状湾曲部の曲率の半径はねじ穴
の半径より短く、従つてといしはねじ山12の先
端部に有効に作用することができる。 According to the invention, wedge sectors 2a, 2b,
2c, especially after surface hardening, is placed in an abrasive drum together with a free wheel of ceramic material, such as glass powder, alumina or the like, and circulated therein continuously.
The grinding wheel can have essentially any shape, but at least in partial areas of its surface there is a convex curvature. The radius of curvature of this convex curved portion is shorter than the radius of the screw hole, so that the wheel can effectively act on the tip of the screw thread 12.
くさびセクターのバレル研磨処理は、ねじ山1
2がプレストレス部材であるワイヤストランド1
の表面に切り込まないようにするためにねじ山1
2の、ねじ刻設の際に生じるリブ先端の鋭い刃が
除去され、角がとれて丸くなるまで実施すればよ
い(第5図)。通常、焼入れ処理されたくさびセ
クターのねじ山12の断面は、第6図に示すよう
に、表面に硬度が低い脱炭層14、その内側に硬
度の高い焼入れ硬化層15が形成され、ねじ山1
2の側面で薄い層をなす脱炭層14は焼入れ時の
周囲の雰囲気の影響でねじ山12の先端部では厚
くなり、焼入れ硬化層15は先端部で図示するよ
うに断面円弧状に湾曲して形成されることが多
い。そのため、このようなくさびセクターに前述
のようなバレル研磨を施すと、第7図に一点鎖線
で示すねじ山12の先端部の硬度が低い部分16
が研磨によつて容易に除去され、硬度が高く断面
円弧状をなす焼入れ硬化層15が表面に露出さ
れ、硬度が高く丸みをもつた先端部が得やすい。 The barrel polishing process of the wedge sector is the thread 1
Wire strand 1 where 2 is a prestressing member
Screw thread 1 to avoid cutting into the surface of the
It is sufficient to carry out step 2 until the sharp edges of the rib tips that occur during threading are removed and the corners are rounded (Fig. 5). Usually, as shown in FIG. 6, the cross section of the thread 12 of the wedge sector that has been hardened has a decarburized layer 14 with low hardness on the surface, a hardened hardened layer 15 with high hardness on the inside thereof, and the thread 1
The decarburized layer 14, which forms a thin layer on the side surface of the thread 12, becomes thicker at the tip of the thread 12 due to the influence of the surrounding atmosphere during quenching, and the hardened layer 15 curves in an arcuate cross-section at the tip, as shown in the figure. often formed. Therefore, when such a wedge sector is subjected to barrel polishing as described above, the lower hardness portion 16 at the tip of the thread 12 shown by the dashed line in FIG.
is easily removed by polishing, and the quenched and hardened layer 15 having high hardness and an arcuate cross section is exposed on the surface, making it easy to obtain a rounded tip with high hardness.
この発明は、以上のような構成と作用を有して
いるので、この製造方法によれば円形断面くさび
は歯型をなすねじのリブの鋭い先端部が全長にわ
たつて遊離といしによつて均一に研磨されて角を
とられて丸くされ、しかもその研磨、除去は特定
の遊離といしを用いたバレル研磨によるため能率
よく、かつ確実に実施することができると共に、
製造した円形断面くさびは、プレストレストコン
クリート用プレストレス部材のような鋼線等の引
張部材に対する締付力が全長にわたつて均一かつ
強力である一方、歯型をなすねじ山先端部が高硬
度で、かつ丸みをもつているため、引張部材の表
面に切り込んで傷をつけ、くさびの細い端部で引
張部材を破損してしまうようなことがなく、逆に
引張部材の外側の部分に対して表面への歯型の圧
入による塑性変形によつて冷間加工硬化の作用を
与えて、その強度を高くし、また歯型自体はスチ
ール性で全体として弾性を有しているので、引張
部材が長期にわたつて繰り返し応力を受けるよう
な場合にも、疲れ限度が高く、また前記のような
摩擦腐食を発生することもなく、この発明はプレ
ストレストコンクリート用プレストレス部材の定
着用くさびの製造方法としてばかりでなく、絶え
ず振動負荷を受ける斜張橋の斜張ケーブルのよう
な引張部材に対する定着用くさびの製造方法とし
てもきわめて優れた効果を奏することができる。
Since the present invention has the above-described structure and operation, according to this manufacturing method, the sharp tip of the rib of the tooth-shaped screw is attached to the free grinder over the entire length of the wedge. It is polished uniformly and the corners are rounded, and since the polishing and removal is done by barrel polishing using a specific free grinder, it can be carried out efficiently and reliably.
The manufactured circular cross-section wedge has a uniform and strong tightening force over the entire length against tensile members such as steel wires such as prestressed members for prestressed concrete, while the tip of the tooth-shaped thread has high hardness. And because it is rounded, there is no possibility of cutting into the surface of the tension member and damaging the tension member with the thin end of the wedge. The plastic deformation caused by press-fitting the tooth shape into the surface gives the effect of cold work hardening, increasing its strength.The tooth shape itself is made of steel and has elasticity as a whole, so it can be used as a tensile member. The present invention provides a method for manufacturing a wedge for anchoring a prestressed member for prestressed concrete, which has a high fatigue limit even when subjected to repeated stress over a long period of time, and does not cause frictional corrosion as described above. The present invention can be very effective not only as a method for manufacturing anchoring wedges for tension members such as cable-stayed cables of cable-stayed bridges that are constantly subjected to vibration loads.
第1図は多構成円形断面くさびを有するストラ
ンドのくさび固定装置の縦断面図、第2図は円形
断面くさびの斜視図、第3図は第2図の円形断面
くさびの平面図、第4図は第3図の−線に沿
う円形断面くさびの縦断面図、第5図は第4図の
V部分の拡大寸法図、第6図は焼入れ処理後の歯
型の部分拡大断面説明図、第7図はバレル研磨処
理後の歯型の部分拡大断面説明図である。
図中符号、1……鋼ワイヤストランド、2……
円形断面くさび、2a,2b,2c……くさびセ
クター、3……円錐形孔、4……定着体、5……
接触面、6……スリツト、7……くさび端部、8
……環状溝、9……ばねリング、10……内面、
11……歯型、12……ねじ山。
1 is a longitudinal sectional view of a strand wedge fixing device with a multi-component circular cross-section wedge, FIG. 2 is a perspective view of the circular cross-section wedge, FIG. 3 is a plan view of the circular cross-section wedge of FIG. 2, and FIG. is a longitudinal sectional view of the circular cross-sectional wedge taken along the - line in FIG. 3, FIG. FIG. 7 is a partially enlarged cross-sectional explanatory view of the tooth pattern after barrel polishing. Symbols in the figure, 1... Steel wire strand, 2...
Circular cross-section wedge, 2a, 2b, 2c...wedge sector, 3...conical hole, 4...fixer, 5...
Contact surface, 6...Slit, 7...Wedge end, 8
... Annular groove, 9 ... Spring ring, 10 ... Inner surface,
11...Tooth pattern, 12...Screw thread.
Claims (1)
互に分離された複数のくさびセクターから構成さ
れており、引張部材に当接する内面に歯型を有す
る、鋼線等の引張部材をコンクリート構造物に定
着するためのスチール製多構成円形断面くさびの
製造方法であつて、先ず円錐台形状のくさび素材
に軸方向のねじ穴を設けることによつて歯型を形
成し、続いてそのくさび素材を個々のくさびセク
ターに長手方向に分割切断し、さらに各くさびセ
クターに焼入れ処理を施し、最後に各くさびセク
ターに対して表面の少なくとも一部分に半径が前
記ねじ穴の半径よりも小さい凸状湾曲部を有する
遊離といしを用いてバレル研磨処理を行つて前記
遊離といしによつて歯型をなすねじのリブを全長
にわたつて、その先端部を均一に研磨し、角をと
つて丸くすることを特徴とするスチール製多構成
円形断面くさびの製造方法。 2 遊離といしがたとえばガラス粉末、アルミナ
またはそれらの類似物のようなセラミツク材料、
あるいはそれに更にコランダム、金属酸化物また
はそれらの類似物が添加されたセラミツク材料で
造られていることを特徴とする特許請求の範囲1
に記載の方法。[Claims] 1. A tensioning device such as a steel wire, in which the circular cross-section wedge is composed of a plurality of wedge sectors separated from each other by a radial division, and has a tooth profile on the inner surface that abuts the tension member. A method for manufacturing a steel multi-component circular cross-section wedge for anchoring a member to a concrete structure, the method comprises first forming a tooth pattern by providing an axial screw hole in a truncated conical wedge material; longitudinally cutting the wedge material into individual wedge sectors, subjecting each wedge sector to a hardening treatment, and finally, for each wedge sector, at least a portion of the surface has a radius smaller than the radius of the screw hole. A barrel polishing process is performed using a free grinding wheel having a convex curved part, and the free grinding wheel uniformly grinds the tip of the tooth-shaped rib of the screw over the entire length, and the corners are polished. A method for manufacturing a steel multi-component circular cross-section wedge characterized by being rounded. 2. The free grinding wheel is a ceramic material such as glass powder, alumina or the like;
or made of a ceramic material to which corundum, metal oxides or the like are added.
The method described in.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19843427901 DE3427901A1 (en) | 1984-07-28 | 1984-07-28 | Method for manufacturing a multipart ring wedge of a wedge anchoring for a prestressing element in a concrete structural part |
| DE3427901.6 | 1984-07-28 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6138826A JPS6138826A (en) | 1986-02-24 |
| JPH0513770B2 true JPH0513770B2 (en) | 1993-02-23 |
Family
ID=6241823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16420385A Granted JPS6138826A (en) | 1984-07-28 | 1985-07-26 | Manufacture of multi-constitutional circular section wedge made of steel for fixing prestressed member for prestressed concrete |
Country Status (9)
| Country | Link |
|---|---|
| JP (1) | JPS6138826A (en) |
| AT (1) | AT396167B (en) |
| CA (1) | CA1276777C (en) |
| CH (1) | CH669630A5 (en) |
| DE (1) | DE3427901A1 (en) |
| ES (1) | ES8703564A1 (en) |
| GB (1) | GB2162449B (en) |
| IT (1) | IT1182546B (en) |
| NO (1) | NO163873C (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63219747A (en) * | 1987-03-06 | 1988-09-13 | 小林 一輔 | Tensioning anchor apparatus of plastic rod |
| FR2625241B1 (en) * | 1987-12-23 | 1991-09-27 | Chaize Alain | LOCKING DEVICE FOR LENGTHENED REINFORCEMENT UNDER VOLTAGE |
| JPH0668195B2 (en) * | 1988-10-24 | 1994-08-31 | 三井建設株式会社 | Fiber rod structural material fixture |
| JPH04286744A (en) * | 1991-03-18 | 1992-10-12 | Fujitsu Ltd | High frequency superimposing circuit of magneto-optical disk device |
| JP2768032B2 (en) * | 1991-03-26 | 1998-06-25 | アンダーソンテクノロジー株式会社 | PC steel stranded wire connector and connection method |
| JPH055938U (en) * | 1991-07-09 | 1993-01-29 | 住友電気工業株式会社 | Wedge stopper for pretensioning grip |
| DE19818739A1 (en) * | 1998-04-27 | 1999-10-28 | Fischer Artur Werke Gmbh | Fastening element for subsequent reinforcement connection, especially for earthquake protection |
| DE19833332C1 (en) * | 1998-07-24 | 1999-12-16 | Dyckerhoff & Widmann Ag | Corrosion protected tension cable for building |
| JP2003056299A (en) * | 2001-08-17 | 2003-02-26 | Furukawa Co Ltd | Fixture for wire rope and steel stranded wire |
| CH696767A5 (en) * | 2003-07-23 | 2007-11-30 | Sacac Schleuderbetonwerk Ag | Clamping and tension mount for temporary use of CFRP reinforcing bars with a circular cross section and associated CFRP reinforcing bars. |
| CN102979253A (en) * | 2012-12-13 | 2013-03-20 | 大连民族学院 | Anchor system for fixing steel strand in pre-stressed structure |
| DK2935719T3 (en) | 2012-12-18 | 2017-11-20 | Wobben Properties Gmbh | Anchor, clamping device, wind power plant and method for tensioning tension strings on an anchor |
| CN103741672B (en) * | 2014-01-24 | 2016-01-13 | 俞向阳 | A pretensioned centrifugal concrete pile with steel strands and its manufacturing method |
| CA2987148A1 (en) * | 2015-07-17 | 2017-01-26 | Felix Sorkin | Compact anchor for post-tensioned concrete segment |
| CN108035490A (en) * | 2017-12-08 | 2018-05-15 | 卡本复合材料(天津)有限公司 | A kind of dentation pre-stressed carbon fiber beaverboard anchorage |
| US20260085521A1 (en) * | 2024-09-25 | 2026-03-26 | Felix Sorkin | Reusable wedge for post-tensioning concrete |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1495258A (en) * | 1923-04-11 | 1924-05-27 | Harry V Duty | Wire-line clamp |
| GB365280A (en) * | 1930-12-20 | 1932-01-21 | Steel Wing Company Ltd | Improvements in or connected with sheet metal spars particularly adapted for use in aircraft structures |
| GB869923A (en) * | 1957-06-29 | 1961-06-07 | Cable Covers Ltd | Improvements relating to anchor grips for tensioning wires, rods and the like |
| DE1255274B (en) * | 1962-08-06 | 1967-11-30 | Rudolf Buehrer Dipl Ing | Anchoring for profiled reinforcement bars in reinforced concrete or prestressed concrete structures |
| US3344485A (en) * | 1965-07-12 | 1967-10-03 | Alan J Lommen | Rope clamp and clevis |
| CH456906A (en) * | 1965-09-16 | 1968-05-31 | Losinger Ag | Device for tensioning and anchoring several tendons that together form a tensioning cable |
| AT354029B (en) * | 1974-10-31 | 1979-12-10 | Vorspann Technik Gmbh | PROCEDURE FOR PRELOAGING TENDON STRUCTURES IN ANCHOR |
| DD201396A1 (en) * | 1979-12-11 | 1983-07-20 | Arnulf Dehoff | METHOD AND DEVICE FOR THE ABRASIVE FINE GRADING OF WORKPIECES |
| DE3470394D1 (en) * | 1983-06-09 | 1988-05-19 | Walther Carl Kurt Gmbh | Finishing with a dragging movement, and device for carrying it out |
-
1984
- 1984-07-28 DE DE19843427901 patent/DE3427901A1/en active Granted
-
1985
- 1985-07-17 NO NO852858A patent/NO163873C/en unknown
- 1985-07-18 GB GB08518109A patent/GB2162449B/en not_active Expired
- 1985-07-24 CH CH3203/85A patent/CH669630A5/de not_active IP Right Cessation
- 1985-07-24 CA CA000487360A patent/CA1276777C/en not_active Expired - Lifetime
- 1985-07-26 JP JP16420385A patent/JPS6138826A/en active Granted
- 1985-07-26 ES ES545582A patent/ES8703564A1/en not_active Expired
- 1985-07-26 IT IT67694/85A patent/IT1182546B/en active
- 1985-07-26 AT AT0222085A patent/AT396167B/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| ATA222085A (en) | 1992-10-15 |
| GB2162449B (en) | 1987-09-16 |
| GB8518109D0 (en) | 1985-08-21 |
| NO163873C (en) | 1990-08-01 |
| IT8567694A0 (en) | 1985-07-26 |
| ES545582A0 (en) | 1987-02-16 |
| AT396167B (en) | 1993-06-25 |
| ES8703564A1 (en) | 1987-02-16 |
| CA1276777C (en) | 1990-11-27 |
| DE3427901C2 (en) | 1990-01-04 |
| JPS6138826A (en) | 1986-02-24 |
| IT1182546B (en) | 1987-10-05 |
| NO163873B (en) | 1990-04-23 |
| CH669630A5 (en) | 1989-03-31 |
| NO852858L (en) | 1986-01-29 |
| DE3427901A1 (en) | 1986-02-06 |
| GB2162449A (en) | 1986-02-05 |
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