JP2005344295A - Method and structure for anchoring structural cable - Google Patents

Method and structure for anchoring structural cable Download PDF

Info

Publication number
JP2005344295A
JP2005344295A JP2004161950A JP2004161950A JP2005344295A JP 2005344295 A JP2005344295 A JP 2005344295A JP 2004161950 A JP2004161950 A JP 2004161950A JP 2004161950 A JP2004161950 A JP 2004161950A JP 2005344295 A JP2005344295 A JP 2005344295A
Authority
JP
Japan
Prior art keywords
grip
crimping
fixing
cable
trumpet
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.)
Pending
Application number
JP2004161950A
Other languages
Japanese (ja)
Inventor
Takashi Daiguuji
尚 大宮司
Tsutomu Sumiya
務 角谷
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2004161950A priority Critical patent/JP2005344295A/en
Publication of JP2005344295A publication Critical patent/JP2005344295A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an anchoring method and an anchoring structure, which have the advantage of a pressure bonding grip method, and which enable anchorage to be performed by an outer peripheral surface of a pressure bonding grip. <P>SOLUTION: In this anchoring method for a structural cable, the pressure bonding grip is fixed to a terminal end of a prestressing steel strand, and engaged with an anchoring plate inside the anchor socket. The cone-shaped or trumpet-shaped pressure bonding grip is attached at the terminal end of the prestressing steel strand in a nonstress state; the outer peripheral surface of the pressure bonding grip is engaged with a cone-shaped or trumpet-shaped pressure bonding grip engaging hole which is provided in the the anchoring plate in an opened state; and a tensile force of the cable is borne by a tapered peripheral wall of the pressure bonding grip engaging hole of the anchoring plate; and stress is transferred by a wedge effect. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は斜張橋の橋桁を支持するケーブルや、吊構造物を支持するケーブル等の構造用ケーブルの定着方法及びその定着構造に関し、更に詳しくは構造用ケーブルを構成するPC鋼より線の終端部に圧着グリップを固定し、その圧着グリップをアンカーソケットの定着板に係合して止める圧着グリップを用いた定着方法及び定着構造の改良に関する。   The present invention relates to a fixing method and a fixing structure for a structural cable such as a cable for supporting a bridge girder of a cable-stayed bridge and a cable for supporting a suspended structure, and more particularly, an end of a PC steel stranded wire constituting the structural cable. The present invention relates to an improvement in a fixing method and a fixing structure using a pressure-grip grip that is fixed to a portion and is fixed by engaging the pressure-grip grip with a fixing plate of an anchor socket.

従来、図1に示すような斜張橋において橋桁を支持するケーブル(PC鋼線或いはPC鋼より線で構成された構造用ケーブル)の定着方式としては、(a)金属鋳込み定着、(b)ボタンヘッド定着、(c)ウエッジ定着(例えば、特許文献1参照)(以上、図7(a)、(b)、(c)参照)、(d)円筒型圧着グリップ定着(図6(a)参照)(例えば、特許文献2参照)等の方式が普及している。
上記定着方式において、(c)ウエッジ定着の方式と(d)金属鋳込み定着とは径方向の外周面によってケーブル張力を定着部に伝達している。他方、(b)のボタンヘッド定着と図6(d)円筒型圧着グリップ定着の方式は定着板にボタンヘッドの端面或いは圧着グリップの軸方向端面の支圧によって引掛けて定着するものである。
Conventionally, as a fixing method for a cable (structural cable composed of PC steel wire or PC steel wire) for supporting a bridge girder in a cable stayed bridge as shown in FIG. 1, (a) metal casting fixing, (b) Button head fixing, (c) Wedge fixing (see, for example, Patent Document 1) (see FIGS. 7A, 7B, and 7C), (d) Cylindrical crimp grip fixing (FIG. 6A) (See, for example, Patent Document 2).
In the above-described fixing method, (c) wedge fixing method and (d) metal cast fixing transfer cable tension to the fixing portion by the outer peripheral surface in the radial direction. On the other hand, (b) button head fixing and FIG. 6 (d) cylindrical crimp grip fixing methods are carried out by hooking the fixing plate with the support pressure of the end face of the button head or the axial end face of the crimp grip.

叉、前記定着方式において(a)、(b)、(d)の各方式はケーブルを無応力の状態で取り付けるのに対し、(c)ウエッジ方式は定着板に配設した円錐型貫通孔に、二つ割り若しくは三つ割りのウエッジでケーブルを保持するもので、ケーブルに張力を与えながら反力によって取り付けるものである   In the fixing method, each of the methods (a), (b), and (d) attaches the cable in a stress-free state, while (c) the wedge method uses a conical through hole disposed on the fixing plate. The cable is held by a wedge that is divided into two or three parts, and is attached by a reaction force while applying tension to the cable.

特開平8−74937号公報JP-A-8-74937 特開平11−21813号公報Japanese Patent Laid-Open No. 11-21813

ところで、前記定着方式における(d)円筒型圧着グリップ定着は、ケーブルを無応力の状態で取り付けるという点で疲労特性や施工性に優れるが、定着部に対する圧着グリップの定着は該圧着グリップの軸方向端面を定着板に支圧力で引掛けて定着する必要があり、その為定着板に形成する貫通孔はケーブル挿通孔とそのケーブル挿通孔の径より大径の圧着グリップ係合孔とからなる段付き孔で、孔の加工工数も多く、製作コストが高くなるという経済性において問題点を有する。   By the way, (d) Cylindrical crimp grip fixing in the fixing method is excellent in fatigue characteristics and workability in that the cable is attached in a stress-free state. However, the crimp grip is fixed to the fixing portion in the axial direction. It is necessary to fix the end face by hooking it to the fixing plate with a supporting pressure. Therefore, the through hole formed in the fixing plate is a step consisting of a cable insertion hole and a crimp grip engagement hole having a diameter larger than the diameter of the cable insertion hole. With a perforated hole, there are problems in terms of economy that the number of processing steps for the hole is large and the manufacturing cost is high.

叉、ウエッジ方式は定着板に形成する挿通孔が単一のテーパ孔ということで製作が容易で、且つウエッジの径方向外周面と前記テーパ孔の内周面との密着係合により楔効果による定着が可能であるが、ケーブルに張力を与えながら取り付けるため、前記円筒型圧着グリップ方式に比べて疲労特性、施工性において問題点を有する。   In addition, the wedge method is easy to manufacture because the insertion hole formed in the fixing plate is a single tapered hole, and due to the wedge effect due to the close engagement between the radially outer peripheral surface of the wedge and the inner peripheral surface of the tapered hole. Fixing is possible, but because the cable is attached while applying tension, it has problems in fatigue characteristics and workability as compared with the cylindrical crimp grip system.

本発明は上記した従来の技術が有する問題点に鑑みてなされたもので、その目的とするところは、圧着グリップ方式の利点を有し、且つ圧着グリップの外周面による定着が可能な定着方式及び定着構造を提供することにある。   The present invention has been made in view of the above-described problems of the prior art, and an object of the present invention is to provide a fixing method that has the advantages of the crimping grip method and can be fixed by the outer peripheral surface of the crimping grip. It is to provide a fixing structure.

上記目的を達成する為に本発明が講じた技術的手段は、PC鋼より線の終端部に圧着グリップを固定し、その圧着グリップをアンカーソケット内部の定着板に係合する構造用ケーブルの定着方法であって、前記PC鋼より線の終端部に円錐型叉はラッパ型の圧着グリップを無応力の状態で取り付け、その圧着グリップの外周面を、定着板に開設した円錐型またはラッパ型の圧着グリップ係合孔に係着し、ケーブルの張力を定着板の圧着グリップ係合孔のテーパ周壁で支持し、応力を楔効果で伝達するようにしたことを特徴とする(請求項1)。   In order to achieve the above object, the technical means taken by the present invention is to fix the crimping grip to the terminal end of the PC steel strand and fix the crimping grip to the fixing plate inside the anchor socket. In this method, a cone-type or trumpet-type crimp grip is attached to the terminal end of the PC steel strand in a stress-free state, and the outer peripheral surface of the crimp-grip grip is a cone-type or trumpet-type opened on the fixing plate. The cable is engaged with the crimping grip engaging hole, the cable tension is supported by the tapered peripheral wall of the crimping grip engaging hole of the fixing plate, and the stress is transmitted by the wedge effect.

本発明で言う円錐型の圧着グリップとは、PC鋼より線の終端部外側に固着する圧着グリップの外形が、軸方向の一方端部(ケーブルの端部側)から他方端部に向かってグリップの外径が漸次小径に変化するテーパ形態のものをいう。
叉、ラッパ型の圧着グリップとは、PC鋼より線の終端部外側に固着する圧着グリップの外形が、軸方向の一方端部(ケーブルの端部側)から該グリップの長さ方向の中程位置までグリップの外径が漸次小径に変化し、その他の部分は外径が同一の円筒部分を備えている、所謂円錐形部と円筒形部の組合せからなる形態のものをいう。
The conical crimp grip referred to in the present invention means that the outer shape of the crimp grip fixed to the outer end of the PC steel strand is gripped from one axial end (cable end side) toward the other end. It has a tapered shape in which the outer diameter gradually changes to a small diameter.
The trumpet-type crimp grip is the outer shape of the crimp grip that is fixed to the outer end of the PC stranded wire, and is the middle in the length direction of the grip from one end in the axial direction (the end of the cable). The outer diameter of the grip is gradually changed to a small diameter until the position, and the other part has a cylindrical part having the same outer diameter, which is a combination of a so-called conical part and a cylindrical part.

上記手段によれば、PC鋼より線の終端部に固着した円錐型圧着グリップまたはラッパ型圧着グリップを定着部の定着板に貫通形成した円錐型またはラッパ型の圧着グリップ係合孔に嵌合することで、ケーブルの張力は前記圧着グリップの外周面と圧着グリップ係合孔の内周面が密着する楔効果で定着される。   According to the above means, the conical crimp grip or the trumpet crimp grip fixed to the terminal end of the PC steel wire is fitted into the conical or trumpet crimp grip engagement hole formed through the fixing plate of the fixing portion. Thus, the tension of the cable is fixed by the wedge effect in which the outer peripheral surface of the crimping grip and the inner peripheral surface of the crimping grip engaging hole are in close contact with each other.

また、上記定着方法を実施する為の具体的構造は、前記PC鋼より線の終端部に円錐型叉はラッパ型の圧着グリップを無応力の状態で取り付け、他方、アンカーソケットの定着部に、前記圧着グリップの外形と対応する円錐型またはラッパ型の圧着グリップ係合孔を開設し、前記圧着グリップのテーパ外周面が圧着グリップ係合孔のテーパ孔に密着し、応力を圧着グリップの外周面で伝達するようにした(請求項2)。
尚、PC鋼より線の終端部に円錐型またはラッパ型の圧着グリップを取り付ける方法は、径方向が分割して開閉するダイスを内蔵した加締め機(圧着ジャッキ)を使用して、圧着グリップの外形を円錐型またはラッパ型に圧着形成し、圧着後、ダイスを開いて圧着グリップを取り出す。
In addition, a specific structure for carrying out the fixing method is that a crimping grip of a cone type or a trumpet type is attached to the terminal end portion of the PC steel wire in a stress-free state, and on the other hand, to the fixing portion of the anchor socket, A cone-type or trumpet-type crimp grip engagement hole corresponding to the outer shape of the crimp grip is opened, and the tapered outer periphery of the crimp grip is in close contact with the tapered hole of the crimp grip engagement hole, and stress is applied to the outer periphery of the crimp grip. (Claim 2).
Note that the method of attaching a cone-type or trumpet-type crimp grip to the end of the PC steel strand is by using a crimping machine (crimp jack) with a built-in die that opens and closes in the radial direction. The outer shape is crimped to a conical or trumpet shape, and after crimping, the die is opened and the crimping grip is taken out.

本発明の構造用ケーブルの定着方法は請求項1記載の構成により、無応力状態で取り付けた圧着グリップの外周面で定着できるため、円筒型圧着グリップ方式に比べて疲労特性、施工性に優れ、更にケーブルの張力を定着板の孔の側壁で支持する為、定着部の構造を単純化でき、経済性においても優れた定着方法を提供できる。
叉、請求項2記載の構成により、円筒型圧着グリップ方式に比べて疲労特性、施工性に優れ、更に経済性に優れた定着構造を提供することができる。
Since the fixing method of the structural cable of the present invention can be fixed on the outer peripheral surface of the crimping grip attached in a stress-free state by the configuration of claim 1, it has excellent fatigue characteristics and workability compared to the cylindrical crimping grip method, Further, since the tension of the cable is supported by the side wall of the hole of the fixing plate, the structure of the fixing portion can be simplified and a fixing method excellent in economy can be provided.
In addition, according to the configuration of the second aspect, it is possible to provide a fixing structure that is excellent in fatigue characteristics and workability as compared with the cylindrical crimp grip system, and further excellent in economic efficiency.

以下、本発明に係る構造用ケーブルの定着構造の実施形態を図面に基づいて説明する。
図2はアンカーソケットの定着部に定着板を一体に構成し、その定着板にPC鋼より線の終端に固着した円錐型圧着グリップを定着した構造を示し、図中、1はアンカーソケットで、2個のソケット部材1a、1bの軸芯を一致させて軸方向にネジ構造で連結し、更に前記ソケット部材1aの先部に、ソケット部材1aの外径より大径の外径を有する定着部2’を構成する筒部材2をネジ構造で連結して外形が段付き円筒状に構成されている。 そして、前記ソケット部材1a、1bの内側には両部材に亘って連続するテーパ孔3が形成され、筒部材2におけるソケット部材1aとの連結側には厚さ方向の約半分宛てに前記テーパ孔3の大径側と連絡する大径円形凹部4が穿設され、厚さ方向の他半部(定着板に相当する)2aにはPC鋼より線5を平行に束ねたケーブル6が係着固定されている。
筒部材2の他半部2aに対するケーブル6の係着固定は、該ケーブル6を構成する各PC鋼より線5の終端側外側に円錐型圧着グリップ7叉はラッパ型圧着グリップ7’を固定し、その円錐型圧着グリップ7叉はラッパ型圧着グリップ7’を筒部材の他半部に係合一体化させて固定する。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a fixing structure for a structural cable according to the present invention will be described with reference to the drawings.
FIG. 2 shows a structure in which a fixing plate is integrated with the fixing portion of the anchor socket, and a conical crimp grip fixed to the end of the PC steel strand is fixed to the fixing plate. In the figure, 1 is an anchor socket. A fixing portion having two socket members 1a and 1b that are aligned with each other with a screw structure in the axial direction and having an outer diameter larger than the outer diameter of the socket member 1a at the tip of the socket member 1a. A cylindrical member 2 constituting 2 ′ is connected by a screw structure to form an outer shape in a stepped cylindrical shape. A taper hole 3 is formed on the inner side of the socket members 1a and 1b so as to extend over both members, and the taper hole is directed to about half of the thickness direction on the connection side of the tubular member 2 with the socket member 1a. 3 is formed with a large-diameter circular recess 4 communicating with the large-diameter side, and a cable 6 in which PC steel wires 5 are bundled in parallel is attached to the other half (corresponding to the fixing plate) 2a in the thickness direction. It is fixed.
The cable 6 is fixed to the other half 2a of the cylindrical member 2 by fixing a conical crimping grip 7 or a trumpet crimping grip 7 'on the outer end side of each PC steel strand 5 constituting the cable 6. The cone-type crimping grip 7 or the trumpet-type crimping grip 7 'is engaged and integrated with the other half of the cylindrical member and fixed.

定着部2’を構成する筒部材2の他半部2aは、円錐型圧着グリップ7叉はラッパ型圧着グリップ7’の長さより大な厚さを有し、その厚さ方向(軸芯方向)に沿って円錐型圧着グリップ係合孔8叉はラッパ型圧着グリップ係合孔8’が略同心円上に放射状に配置して前記大径円形凹部4と連通させて貫通形成されている。   The other half 2a of the cylindrical member 2 constituting the fixing unit 2 ′ has a thickness larger than the length of the conical crimping grip 7 or the trumpet crimping grip 7 ′, and its thickness direction (axial direction). A cone-type crimping grip engagement hole 8 or a trumpet-type crimping grip engagement hole 8 ′ is radially arranged on a substantially concentric circle so as to communicate with the large-diameter circular recess 4.

円錐型圧着グリップ係合孔8は、図3に示すように筒部材2の先端側から大径円形凹部4に向かって漸次小径となる連続したテーパ孔で形成されている。   As shown in FIG. 3, the conical pressure-bonding grip engagement hole 8 is formed as a continuous tapered hole having a gradually decreasing diameter from the distal end side of the cylindrical member 2 toward the large-diameter circular recess 4.

また、ラッパ型圧着グリップ係合孔8’は、図4に示すように筒部材2の先端側から大径円形凹部4に向かって所定長さテーパ孔8aが形成され、そのテーパ孔8aの小径側に同径のストレート孔8bを連続して形成して形成されている。尚、ラッパ型圧着グリップ係合孔8’の場合、テーパ孔8aとストレート孔8bの比率は、図4に示したテーパ孔:ストレート孔の比率1:3に限定されるものではなく、任意に変更し得るものである。   Further, as shown in FIG. 4, the trumpet-type crimp grip engagement hole 8 ′ is formed with a tapered hole 8a having a predetermined length from the distal end side of the cylindrical member 2 toward the large-diameter circular concave portion 4, and the tapered hole 8a has a small diameter. A straight hole 8b having the same diameter is continuously formed on the side. In the case of the trumpet type crimp grip engagement hole 8 ′, the ratio of the taper hole 8a to the straight hole 8b is not limited to the taper hole: straight hole ratio 1: 3 shown in FIG. It can be changed.

叉、上記筒部材2における圧着グリップ係合孔8,8’の小径側の径は、ケーブル6を構成するPC鋼より線5の外径より僅か大径な径とする。   The diameter of the crimp grip engagement holes 8 and 8 ′ in the cylindrical member 2 on the small diameter side is slightly larger than the outer diameter of the wire 5 than the PC steel constituting the cable 6.

PC鋼より線5の終端側外側に取り付ける円錐型圧着グリップ7叉はラッパ型圧着グリップ7’は、グリップ全長の約2/3宛ての内面に螺旋状にネジ7aを形成し、残りの約1/3は平滑面としたもので、前記ネジ7aの部分で高張力の抜け(引張荷重)に対応できるように構成されている。そして、設計荷重の範囲内では、平滑筒部で強度を持ち、圧着によるPC鋼より線への影響を極力抑え、疲労強度への影響を少なくし、平滑筒部で強度を保障できるので、ネジ筒部への応力伝達を少なくすることができる。   A conical crimping grip 7 or a trumpet crimping grip 7 ′ attached to the outer end side of the PC steel stranded wire 5 is formed with a screw 7a in a spiral shape on the inner surface of about 2/3 of the entire length of the grip, and the remaining about 1 / 3 is a smooth surface, and is configured to be able to cope with a high tension drop (tensile load) at the portion of the screw 7a. And within the design load range, it has strength in the smooth cylindrical part, suppresses the influence on the wire from PC steel by crimping as much as possible, reduces the influence on fatigue strength, and guarantees the strength in the smooth cylindrical part. It is possible to reduce the stress transmission to the cylindrical portion.

次に、上記した円錐型圧着グリップ7の取付方法の一例を図5に基づいて説明する。
先ず、圧着グリップをPC鋼より線5の外側に圧着する加締め機9は、従来の円筒型圧着グリップを取り付ける加締め機が固定式ダイスを内蔵するのに対し、開閉式ダイスを内蔵した加締め機を使用し、PC鋼より線5に圧着グリップを圧着取り付けた後、開閉式ダイスを開いて前記圧着グリップをダイスより取り外す。
即ち、円筒型圧着グリップ10をPC鋼より線5’に圧着取り付ける加締め機11は、図6(b)に示すように本体の一方に圧着ジャッキ12を固定し、そのジャッキの軸芯線上にダイス13を対向させて配置固定し、更に前記圧着ジャッキ12のピストン12a先端に押し棒14が固着されている。
前記加締め機11による圧着グリップの取り付けは、PC鋼より線5’をダイス13先端より圧着ジャッキ側に向かって挿通し、ダイス13を貫通したPC鋼より線5’の先部外側にグリップ本体10’を装着する。その後、圧着ジャッキ12を作動して押し棒14を押動し、PC鋼より線5’とグリップ本体10’を一緒にダイス13に押し込み、ダイス内を通過させることでグリップ本体10’が圧着され、PC鋼より線5’の外側に円筒型圧着グリップが固着される。
円筒型圧着グリップの場合は、グリップ本体10’がダイス13を貫通することで一定の径に圧着され、ダイスより押し出されることで圧着が完了する。
Next, an example of a method for attaching the conical crimp grip 7 will be described with reference to FIG.
First, a crimping machine 9 for crimping a crimping grip to the outside of a PC steel wire 5 has a built-in fixed die, whereas a conventional crimping machine for attaching a cylindrical crimping grip has a built-in opening / closing die. A crimping machine is used to crimp and attach the crimping grip to the PC steel strand 5, and then the open / close die is opened to remove the crimping grip from the die.
That is, the crimping machine 11 for attaching the cylindrical crimping grip 10 to the PC steel wire 5 'is fixed with the crimping jack 12 on one side of the main body as shown in FIG. The dies 13 are arranged and fixed facing each other, and a push rod 14 is fixed to the tip of the piston 12a of the crimping jack 12.
The crimping grip is attached by the caulking machine 11 by inserting the PC steel strand 5 'from the tip of the die 13 toward the crimping jack side, and the grip main body outside the tip of the PC steel wire 5' penetrating the die 13. Wear 10 '. Thereafter, the crimping jack 12 is actuated to push the push rod 14, the PC steel wire 5 'and the grip body 10' are pushed together into the die 13, and the grip body 10 'is crimped by passing through the die. A cylindrical crimp grip is fixed to the outside of the PC steel strand 5 '.
In the case of a cylindrical crimping grip, the grip body 10 ′ passes through the die 13 and is crimped to a fixed diameter, and is pushed out of the die to complete the crimping.

しかし、本発明の円錐型圧着グリップ7叉はラッパ型圧着グリップ7’を取り付ける加締め機の場合は、図5に示すようにダイスの圧着孔を入口側から出口側に向かって直径が変化するテーパ孔とし、しかも圧着孔を構成するダイスは割り型で径方向に開閉する開閉式ダイス15とする。ダイスを開閉する方式は、油圧、空圧、或いは機械式など、何れでもよい。尚、開閉式ダイス15以外は図6(b)に示した加締め機11の構成と同じである為、同じ部材は同一の符号を付し説明を省略する。
上記加締め機によるグリップの取り付けは、従来の円筒型圧着グリップの場合と同様、図5(a)に示すように、閉じたダイス15を貫通したPC鋼より線5の先部にグリップ本体を嵌合装着する。しかる後、図5(b)に示すように圧着ジャッキを作動して押し棒を押動させ、PC鋼より線5とグリップ本体を一緒にダイス内に押し込み、グリップ本体をテーパ孔によって円錐型に圧着する。圧着完了後、図5(c)に示すようにダイスを開き、円錐型圧着グリップが取り付けられたPC鋼より線をダイスより抜き取る。尚、圧着完了後のグリップの最大外径Dと、開いたダイスの最小内径D’とは、D<D’に設定されている。それにより、圧着完了後のグリップを加締め機より取り外すことができる。
However, in the case of the caulking machine to which the conical crimping grip 7 or the trumpet crimping grip 7 'of the present invention is attached, the diameter of the crimping hole of the die changes from the inlet side to the outlet side as shown in FIG. The die forming the taper hole and forming the crimping hole is a split-type die 15 that can be opened and closed in the radial direction. The method for opening and closing the die may be any of hydraulic, pneumatic, or mechanical. In addition, since it is the same as that of the caulking machine 11 shown in FIG.6 (b) except the opening-and-closing type | mold die 15, the same member attaches | subjects the same code | symbol and abbreviate | omits description.
As in the case of the conventional cylindrical crimping grip, the grip is attached by the above caulking machine, as shown in FIG. 5 (a), the grip body is attached to the tip of the PC steel strand 5 penetrating the closed die 15. Fit and install. After that, as shown in FIG. 5 (b), the crimping jack is actuated to push the push rod, the PC steel strand 5 and the grip body are pushed together into the die, and the grip body is conical with a tapered hole. Crimp. After completion of the crimping, the die is opened as shown in FIG. 5C, and the PC steel wire with the conical crimping grip attached is pulled out of the die. Incidentally, the maximum outer diameter D of the grip after completion of the crimping and the minimum inner diameter D ′ of the opened die are set to D <D ′. Thereby, the grip after completion of crimping can be removed from the crimping machine.

上記取付方法によりPC鋼より線5に固着される円錐型圧着グリップ7叉はラッパ型圧着グリップ7’は、PC鋼より線5に対して無応力の状態で取り付けられる。
そして、その円錐型圧着グリップ7叉はラッパ型圧着グリップ7’はアンカーソケット1の定着部2’における円錐型圧着グリップ係合孔8叉はラッパ型圧着グリップ係合孔8’に嵌合することで、圧着グリップのテーパ外周面が係合孔のテーパ孔に係着し、ケーブルの張力を前記定着部2’のテーパ孔の周壁面で支持する。図2中の符号16はアンカーソケット1内の空間に充填するエポキシ樹脂(APSコンパウンド)である。
The conical crimping grip 7 or the trumpet crimping grip 7 ′ fixed to the PC steel strand 5 by the above attachment method is attached to the PC steel 5 in a state of no stress.
The cone-type crimp grip 7 or the trumpet-type crimp grip 7 ′ is fitted into the cone-type crimp grip engagement hole 8 or the trumpet-type crimp grip engagement hole 8 ′ in the fixing portion 2 ′ of the anchor socket 1. The taper outer peripheral surface of the crimping grip is engaged with the taper hole of the engagement hole, and the tension of the cable is supported by the peripheral wall surface of the taper hole of the fixing portion 2 ′. Reference numeral 16 in FIG. 2 denotes an epoxy resin (APS compound) that fills the space in the anchor socket 1.

上記した実施の形態ではPC鋼より線の終端部に取り付けた円錐型圧着グリップ7叉はラッパ型圧着グリップ7’が係着する定着板を定着部に一体に構成し、その定着部を疲労向上用ソケットにネジ構造で連結一体化したものであるが、定着部を備えたアンカーソケットと定着板を別体構造としてもよいものである。   In the above-described embodiment, the fixing plate on which the conical crimp grip 7 or the trumpet crimp grip 7 'attached to the terminal end of the stranded steel wire is integrally formed with the fixing portion, and the fixing portion is improved in fatigue. However, the anchor socket provided with the fixing portion and the fixing plate may be separated from each other.

構造用ケーブルの使用例(橋梁)を示す外観図。The external view which shows the usage example (bridge) of the cable for structure. 本発明に係る定着構造の一例を示す縦断面図。FIG. 3 is a longitudinal sectional view showing an example of a fixing structure according to the present invention. 定着部における円錐型圧着グリップの係着構造を示す拡大断面図。The expanded sectional view which shows the engagement structure of the cone-type crimping | compression-bonding grip in a fixing | fixed part. 定着部におけるラッパ型圧着グリップの係着構造を示す拡大断面図。The expanded sectional view which shows the engaging structure of the trumpet type crimping grip in a fixing | fixed part. (a),(b),(c)はPC鋼より線に円錐型圧着グリップを取り付ける方法を示す工程説明図。(A), (b), (c) is process explanatory drawing which shows the method of attaching a conical crimping | compression-bonding grip to PC steel strand. (a)は従来の円筒型圧着グリップによる定着方式を示す断面図、(b)は円筒型圧着グリップの取付方法を示す説明図。(A) is sectional drawing which shows the fixing system by the conventional cylindrical crimping | compression-bonding grip, (b) is explanatory drawing which shows the attachment method of a cylindrical crimping | compression-bonding grip. 従来の構造用ケーブルの定着方式を示し、(a)は金属鋳込み定着、(b)はボタンヘッド定着、(c)はウエッジ定着の各断面図。The conventional fixing method of a structural cable is shown, (a) is a metal casting fixing, (b) is a button head fixing, (c) is a sectional view of wedge fixing.

符号の説明Explanation of symbols

1…アンカーソケット 2…筒部材
2’…定着部 5…PC鋼より線
6…ケーブル 7…円錐型圧着グリップ
7’…ラッパ型圧着グリップ 8…円錐型圧着グリップ係合孔
8’…ラッパ型圧着グリップ係合孔
DESCRIPTION OF SYMBOLS 1 ... Anchor socket 2 ... Cylindrical member 2 '... Fixing part 5 ... PC steel strand 6 ... Cable 7 ... Conical type crimp grip 7' ... Trumpet type crimp grip 8 ... Conical type crimp grip engagement hole 8 '... Trumpet type crimp Grip engagement hole

Claims (2)

PC鋼より線の終端部に圧着グリップを固定し、その圧着グリップをアンカーソケット内部の定着板に係合する構造用ケーブルの定着方法であって、前記PC鋼より線の終端部に円錐型叉はラッパ型の圧着グリップを無応力の状態で取り付け、その圧着グリップの外周面を、定着板に開設した円錐型またはラッパ型の圧着グリップ係合孔に係着し、ケーブルの張力を定着板の圧着グリップ係合孔のテーパ周壁で支持し、応力を楔効果で伝達するようにしたことを特徴とする構造用ケーブルの定着方法。 A fixing method of a structural cable in which a crimping grip is fixed to a terminal end of a PC steel strand and the crimping grip is engaged with a fixing plate inside an anchor socket, wherein Attach a trumpet-type crimp grip without stress, and attach the outer periphery of the crimp grip to the conical or trumpet-type crimp grip engagement hole established in the fixing plate, and apply cable tension to the fixing plate. A fixing method for a structural cable, characterized in that the structure is supported by a tapered peripheral wall of a crimp grip engagement hole and transmits stress by a wedge effect. PC鋼より線の終端部に圧着グリップを固定し、その圧着グリップをアンカーソケット内部の定着板に係合する構造用ケーブルの定着構造であって、前記PC鋼より線の終端部に円錐型叉はラッパ型の圧着グリップを無応力の状態で取り付け、他方、アンカーソケットの定着部に、前記圧着グリップの外形と対応する円錐型またはラッパ型の圧着グリップ係合孔を開設し、応力を楔効果で伝達するようにしたことを特徴とする構造用ケーブルの定着構造。 A fixing structure of a structural cable in which a crimping grip is fixed to a terminal end of a PC steel strand and the crimping grip is engaged with a fixing plate inside an anchor socket. Attach a trumpet-type crimp grip without stress, and open a conical or trumpet-type crimp grip engagement hole corresponding to the outer shape of the above-mentioned crimp grip in the anchor socket's fixing part, to apply stress to the wedge effect A structure for fixing a structural cable, characterized in that it is transmitted through a cable.
JP2004161950A 2004-05-31 2004-05-31 Method and structure for anchoring structural cable Pending JP2005344295A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004161950A JP2005344295A (en) 2004-05-31 2004-05-31 Method and structure for anchoring structural cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004161950A JP2005344295A (en) 2004-05-31 2004-05-31 Method and structure for anchoring structural cable

Publications (1)

Publication Number Publication Date
JP2005344295A true JP2005344295A (en) 2005-12-15

Family

ID=35496932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004161950A Pending JP2005344295A (en) 2004-05-31 2004-05-31 Method and structure for anchoring structural cable

Country Status (1)

Country Link
JP (1) JP2005344295A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013605A (en) * 2007-07-02 2009-01-22 Se Corp Cable fixing member
KR101126703B1 (en) 2011-12-20 2012-03-29 (주) 코리아에스이 Fixing device for strand and fabrication structure between fixing device and strand
CN102733302A (en) * 2012-07-06 2012-10-17 郑州中原应用技术研究开发有限公司 Sealing device for suspension bridge main cable anchoring system in-anchor-room cable ducts, and protection method thereof
CN103074851A (en) * 2012-12-21 2013-05-01 柳州欧维姆机械股份有限公司 Composite strand tapered anchoring steel strand finished product cable and manufacture method thereof
CN105856415A (en) * 2015-01-22 2016-08-17 中交路桥建设有限公司 Prefabricated box beam bottom wedge block dry sand adjustment construction method
CN106192754A (en) * 2016-08-29 2016-12-07 智性纤维复合加固南通有限公司 A kind of FRP inhaul cable anchorage and preparation method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013605A (en) * 2007-07-02 2009-01-22 Se Corp Cable fixing member
KR101126703B1 (en) 2011-12-20 2012-03-29 (주) 코리아에스이 Fixing device for strand and fabrication structure between fixing device and strand
CN102733302A (en) * 2012-07-06 2012-10-17 郑州中原应用技术研究开发有限公司 Sealing device for suspension bridge main cable anchoring system in-anchor-room cable ducts, and protection method thereof
CN102733302B (en) * 2012-07-06 2015-04-15 郑州中原应用技术研究开发有限公司 Sealing device for suspension bridge main cable anchoring system in-anchor-room cable ducts, and protection method thereof
CN103074851A (en) * 2012-12-21 2013-05-01 柳州欧维姆机械股份有限公司 Composite strand tapered anchoring steel strand finished product cable and manufacture method thereof
CN105856415A (en) * 2015-01-22 2016-08-17 中交路桥建设有限公司 Prefabricated box beam bottom wedge block dry sand adjustment construction method
CN105856415B (en) * 2015-01-22 2018-04-17 中交路桥建设有限公司 Prefabricated case beam beam bottom voussoir dry sand adjusts construction method
CN106192754A (en) * 2016-08-29 2016-12-07 智性纤维复合加固南通有限公司 A kind of FRP inhaul cable anchorage and preparation method thereof

Similar Documents

Publication Publication Date Title
CN100467886C (en) Element of fastening accessories to metal windows and doors
RU2477816C2 (en) Single integral radially crumpled snap ring, and its manufacturing method
US4619088A (en) Stressed reinforcing tendon and structure including such a tendon
CN102237660A (en) Strain clamp of aluminum alloy core aluminum stranded wire
JPH03444A (en) Blind rivet and manufacture thereof
JP3676786B2 (en) PC precast member joint construction method and connecting pipe used therefor
JP6638904B2 (en) Assembly parts of compression type anchor clamp, transmission cable anchoring structure, and method of applying compression type anchor clamp
JP2005344295A (en) Method and structure for anchoring structural cable
EP1022485A1 (en) A method and apparatus for securing a termination element to a wire rope
CN102570373A (en) Joint of carbon fiber composite core wire
KR101902007B1 (en) Steel wire coupler and concrete fixing construction method of the same
JP5295946B2 (en) Elevator rope terminal device and rope device
CN107864636A (en) For the method and joint element that at least two components are bonded together by flowing shaping rivet sleeve
JP5702340B2 (en) Maximum tension swage connector for reinforced cable
JP3990708B2 (en) PC steel fixing method
KR20190049514A (en) The apparatus and production method to fix the reinforcement ULBON to tension plate of prestressed concrete structure
JP4068982B2 (en) Fixing structure and fixing forming method of fiber composite wire end, and fixing structure of fixed fiber composite wire
JP3768074B2 (en) Tension fixing device
JP2006225887A (en) Anchoring device for removal type anchor
CN209398789U (en) Suitable for wirerope T-type or the compression bonding apparatus of cross connection node
CN203836077U (en) Tail end fastening structure of rope
KR101996758B1 (en) Cable socket and Method for anchoring cable
JPS5854301A (en) Anchor part for submarine optical fiber cable
JP2003278314A (en) Strand fixer
US2669600A (en) Dead-end connector