JP2001059344A - Prestressing device for prestressing strand - Google Patents

Prestressing device for prestressing strand

Info

Publication number
JP2001059344A
JP2001059344A JP11235601A JP23560199A JP2001059344A JP 2001059344 A JP2001059344 A JP 2001059344A JP 11235601 A JP11235601 A JP 11235601A JP 23560199 A JP23560199 A JP 23560199A JP 2001059344 A JP2001059344 A JP 2001059344A
Authority
JP
Japan
Prior art keywords
gripper
prestressing
stranded wire
anchor head
cone
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
JP11235601A
Other languages
Japanese (ja)
Other versions
JP3314356B2 (en
Inventor
Takashi Tanahashi
棚橋  尚
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.)
Maruei Concrete Industry Co Ltd
Original Assignee
Maruei Concrete Industry Co Ltd
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 Maruei Concrete Industry Co Ltd filed Critical Maruei Concrete Industry Co Ltd
Priority to JP23560199A priority Critical patent/JP3314356B2/en
Publication of JP2001059344A publication Critical patent/JP2001059344A/en
Application granted granted Critical
Publication of JP3314356B2 publication Critical patent/JP3314356B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To safely, surely and efficiently achieve prestressing work by improving a driving means of a gripper into a cone, and provide a prestressing device for prestressing strands to obtain the safe, sure and efficient prestressing and releasing work even in a temporary coupling by improving the drive-coupling of the gripper into an anchor head and its release. SOLUTION: In this prestressing device for prestressing strands 25 etc., a rear portion of each gripper 4 is uniformly pressed and fitted into a cone 3 by a flat portion provided on a pressing member 8 in coupling a prestressing piece to the strands 25, and concrete bodies (a) and (b) are firmly prestressed to each other. During the temporary coupling of the prestressing piece comprising each gripper 4 and the cone 3 for the PC strands 25, each gripper 4 is uniformly driven into an anchor head 23 by the flat portion provided on one end side of a jig 9 for attachment/detachment, and attached to the anchor head 23 and each gripper 4 via an open hole on the other end side of the jig for attachment/detachment, and the jig for attachment/detachment is driven to relatively move the anchor head 23 from each gripper 4 and to release the prestressing to each other.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば木材、石
材、コンクリート体等の素材からなる構造物の構築にお
いて、各素材を適度の圧縮力をもって連結する必要があ
る場合にPC撚り線等に緊張荷重を付与可能にした緊張
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a structure made of materials such as wood, stone, concrete, and the like, when it is necessary to connect each material with an appropriate compressive force to a PC stranded wire or the like. The present invention relates to a tensioning device capable of applying a load.

【0002】[0002]

【従来の技術】従来技術として、例えば、ボックスカル
バート等のコンクリート構造物をPC撚り線により緊張
する場合には、プレストレスを導入してPC撚り線を緊
張した後、タガネとハンマを使用してグリッパをコーン
に打込んでPC撚り線を結合する緊張装置が存在してい
る。例えば2個のコンクリート体相互を、所要の緊張力
をもって連結してコンクリート構造物とするためのPC
撚り線の緊張装置に係る一例について、図4〜図6に基
づいて説明する。
2. Description of the Related Art As a conventional technique, for example, when a concrete structure such as a box culvert is to be tensioned by a PC stranded wire, a prestress is introduced to tension the PC stranded wire, and then, a tapper and a hammer are used. There are tensioning devices that drive the gripper into the cone to join the PC strands. For example, a PC for connecting two concrete bodies with a required tension to form a concrete structure.
An example of the stranded wire tensioning device will be described with reference to FIGS.

【0003】図4において、PC撚り線の緊張装置は、
座金2と、中央孔32を備えた円錐形孔31付きコーン
3と、円弧状の楔である割り溝付きグリッパ4、4とか
ら成る第1及び第2緊締具1a、1bと、一端に台座6
が形成された筒体であって、他端近傍の内面に環体56
が突設されるとともに側部を貫通した開口51が形成さ
れたラムチェア5と、伸張可能なシリンダ部11を備え
るとともに貫通孔12が形成されて成る油圧シリンダ1
0と、耐圧座金21と、中央孔32を備えた円錐形孔2
2付きアンカーヘッド23と円弧状の楔である割り溝付
きグリッパ4、4から成る仮留め具20とPC撚り線2
5で構成される。
In FIG. 4, a tension device for a PC stranded wire is as follows.
First and second fasteners 1a and 1b each comprising a washer 2, a cone 3 having a conical hole 31 having a central hole 32, and split grooved grippers 4 and 4 which are arc-shaped wedges, and a pedestal at one end. 6
Is formed on the inner surface near the other end.
And a hydraulic cylinder 1 having an extensible cylinder portion 11 and a through hole 12 formed therein.
0, a pressure washer 21 and a conical hole 2 with a central hole 32
Temporary fastener 20 including anchor head 23 with two and grippers 4 and 4 with split grooves as arc-shaped wedges and PC stranded wire 2
5 is comprised.

【0004】ここで、前記従来のPC撚り線の緊張装置
の適用について述べる。
Here, an application of the above-described conventional tensioning device for a PC stranded wire will be described.

【0005】緊締対象であるコンクリート体イ、ロに
は、予め貫通孔イ1、ロ1と擂り鉢状凹部イ2、ロ2が
備えられており、始めに、これらのコンクリート体イ、
ロの貫通孔イ1、ロ1を介してPC撚り線25を挿通す
るとともに、一方のコンクリート体イの擂り鉢状凹部イ
2に適合するようにPC撚り線25に座金2と円錐形孔
31付きコーン3を挿通しておく(図4参照。)。そし
て、コーン3の円錐形孔31にグリッパ4をタガネBと
ハンマCで叩き込んでグリッパ4、4の内面に形成した
歯(図示せず。)をPC撚り線25に食い込ませ、PC
撚り線25にコーン3を結合する。
[0005] Concrete bodies A and B to be tightened are provided with through holes 1 and 1 and mortar-shaped recesses 2 and 2 beforehand.
The PC stranded wire 25 is inserted through the through-holes 1 and 2 of B, and the washer 2 and the conical hole 31 are inserted into the PC stranded wire 25 so as to fit into the mortar-shaped recess 2 of one concrete body A. The attached cone 3 is inserted in advance (see FIG. 4). Then, the gripper 4 is hammered into the conical hole 31 of the cone 3 with the rag B and the hammer C, so that the teeth (not shown) formed on the inner surfaces of the grippers 4 and 4 are cut into the PC stranded wire 25,
The cone 3 is connected to the stranded wire 25.

【0006】続いて、他方のコンクリート体ロ側に位置
するPC撚り線25に、座金2と円錐形孔31付きコー
ン3、ラムチェア5、油圧シリンダ10、耐圧座金2
1、円錐形孔22付きアンカーヘッド23等を間隙の無
いように順に挿通し、必要に応じてコンクリート体ロの
側面に台座6をボルト締めしてラムチェア5を固定する
(図4参照。)。そして、図5に示すようにアンカーヘ
ッド23の円錐形孔22にグリッパ4をタガネとハンマ
で叩き込んでPC撚り線25にアンカーヘッド23を一
時的に結合する。
Subsequently, a washer 2 and a cone 3 having a conical hole 31, a ram chair 5, a hydraulic cylinder 10, a pressure washer 2 are connected to a PC stranded wire 25 located on the other concrete body B side.
1. An anchor head 23 with a conical hole 22 and the like are sequentially inserted without any gap, and the pedestal 6 is bolted to the side surface of the concrete body B as necessary to fix the ram chair 5 (see FIG. 4). Then, as shown in FIG. 5, the gripper 4 is hammered into the conical hole 22 of the anchor head 23 with a rag and a hammer to temporarily couple the anchor head 23 to the PC stranded wire 25.

【0007】このような結合の下で、油圧シリンダ10
を作動してラム11を伸張させる(図4参照。)と、油
圧シリンダ10の一端面がラムチェア5の凹部57に嵌
入・当接しているため、ラムチェア5を土台として油圧
シリンダ10のラム11が耐圧座金21を介してアンカ
ーヘッド23を押圧することとなる。そにて、この押圧
作用により、PC撚り線25を把持したアンカーヘッド
23が移動(図中、右方向。)されてPC撚り線25
に所要の緊張力が付与される。次いで、このPC撚り線
25の緊張状態下で、コンクリート体ロの擂り鉢状凹部
ロ2内端面に座金2と円錐形孔31付きコーン3を押し
付け、かつ、ラムチェア5の開口51と台座6の挿通孔
61を介して円錐形孔31にグリッパ4を適合させて置
き、更にラムチェア5の開口51と台座6の挿通孔61
を介して図5に示すようにタガネBとハンマCを適用
し、前記グリッパ4を叩き込んで結合する。この結合に
よりコンクリート体イにコンクリート体ロが緊締・連結
された後には、ラム11の引き込みにより緊張力を解除
してラムチェア5、油圧シリンダ10、耐圧座金21等
を自由状態になし、アンカーヘッド23の後端面をハン
マの打撃により弛緩させてグリッパ4、4による結合を
解除する(図6、点線のハンマ参照。)。なお、コンク
リート体ロの側面に台座6をボルト締めしてラムチェア
5を固定した場合には、ボルト締めを解除して自由にす
ればよい。そして、更なる他のコンクリート体を連設す
る場合には、ラムチェア5以下の各部材10、21、2
3等をPC撚り線25から取り外した後、該PC撚り線
25に新たな他のコンクリート体を挿通してコンクリー
ト体ロに隣接させ、前述の作業を繰り返すものである。
Under such a connection, the hydraulic cylinder 10
Is operated to extend the ram 11 (see FIG. 4), since the one end surface of the hydraulic cylinder 10 is fitted and abutted on the concave portion 57 of the ram chair 5, the ram 11 of the hydraulic cylinder 10 is The anchor head 23 is pressed via the pressure washer 21. By this pressing action, the anchor head 23 holding the PC stranded wire 25 is moved (to the right in FIG. 4 ), and the PC stranded wire 25 is moved.
Required tension. Then, under the tension of the PC stranded wire 25, the washer 2 and the cone 3 with the conical hole 31 are pressed against the inner end face of the mortar-shaped concave part 2 of the concrete body B, and the opening 51 of the ram chair 5 and the pedestal 6 are pressed. The gripper 4 is fitted to the conical hole 31 through the insertion hole 61, and the opening 51 of the ram chair 5 and the insertion hole 61 of the pedestal 6 are further inserted.
5 and the hammer C is applied as shown in FIG. 5, and the gripper 4 is beaten to join. After the concrete body b is tightened and connected to the concrete body b by this connection, the tension is released by pulling in the ram 11 to release the ram chair 5, the hydraulic cylinder 10, the pressure washer 21 and the like, and the anchor head 23 Is loosened by hitting the hammer to release the connection by the grippers 4 and 4 (see the dotted hammer in FIG. 6). When the pedestal 6 is bolted to the side surface of the concrete body B and the ram chair 5 is fixed, the bolting may be released to be free. When further another concrete body is to be continuously provided, each of the members 10, 21, 2,
After removing 3 and the like from the PC stranded wire 25, another new concrete body is inserted into the PC stranded wire 25 so as to be adjacent to the concrete body B, and the above-described operation is repeated.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、このよ
うな従来技術では、1箇所で複数のグリッパの各々を打
ち込むためにはラムチェア側部の2箇所に形成した狭い
開口の各々を介した手間のかかる作業が必要となり、し
かも均等なグリッパの打ち込みが達成されずにグリッパ
が外れ飛んで事故を生起することがあった。このような
グリッパの外れ飛びは、撚り線へのアンカーヘッドの一
時的結合に際しても招来して事故の原因ともなってい
る。
However, in such a conventional technique, it is troublesome to drive each of the plurality of grippers at one location through each of the narrow openings formed at two locations on the side of the ram chair. Work is required, and the gripper may come off and fly away without evenly driving the gripper, resulting in an accident. Such disengagement of the gripper also occurs during the temporary connection of the anchor head to the stranded wire, causing an accident.

【0009】本発明は、このような従来の緊張装置の有
する問題に鑑みてなされたもので、コーンに対するグリ
ッパの打ち込み手段を改善して安全・確実で効率的な緊
締作業を達成し、また、アンカーヘッドに対するグリッ
パの打ち込み結合とその解除をなす手段を改善して一時
的結合に際しても安全・確実で効率的な緊締・解除作業
を得るPC撚り線等の緊張装置を提供することを目的と
するものである。
The present invention has been made in view of the above-mentioned problems of the conventional tensioning device, and achieves a safe, reliable and efficient tightening operation by improving means for driving a gripper to a cone. An object of the present invention is to provide a tensioning device for a PC stranded wire or the like that improves the means for driving and releasing the gripper to and from the anchor head to obtain a safe, reliable and efficient tightening / releasing operation even in a temporary connection. Things.

【0010】[0010]

【課題を解決するための手段】本発明は、前記課題の解
決を図ったもので、第1としては、PC撚り線への緊締
具の結合に際して、押し込み部材に備えた平面部により
各グリッパの後部をコーンに対して均等に押圧・嵌入
し、コンクリート体イ、ロ相互を強力に緊締するPC撚
り線等の緊張装置とした。また、第2としては、PC撚
り線への各グリッパとコーンとからなる緊締具の一時的
結合に際して、着脱用治具の一端側に備えた平面部によ
りアンカーヘッドへの各グリッパの均等な打ち込みを行
う一方、緊締の弛緩・解除に際しては着脱用治具の他端
側に備えた開孔を介してアンカーヘッドと各グリッパに
挿着し、着脱用治具を打撃して各グリッパからアンカー
ヘッドを相対移動して相互の緊締を解除するPC撚り線
等の緊張装置とした。
Means for Solving the Problems The present invention has been made to solve the above-mentioned problems. Firstly, at the time of connecting the fastener to the PC stranded wire, each of the grippers is provided by a flat portion provided on the pushing member. The rear part was evenly pressed and fitted into the cone to provide a tensioning device such as a PC stranded wire for strongly tightening the concrete body b. Secondly, at the time of temporary connection of the fastener consisting of each gripper and the cone to the PC stranded wire, evenly driving each gripper into the anchor head by the flat portion provided at one end of the attachment / detachment jig. On the other hand, when loosening / releasing the tightening, it is inserted into the anchor head and each gripper through the opening provided on the other end side of the attachment / detachment jig, and the attachment / detachment jig is struck to release the anchor head from each gripper. Was used as a tensioning device such as a PC stranded wire for relative movement to release the mutual tightening.

【0011】[0011]

【発明の実施の形態】以下、本発明の第1は、コンクリ
ート体に位置するコーンとグリッパからなる緊締具のP
C撚り線等への緊締を、押し込み操作部材により押し込
み部材を作動し、押し込み部材の平面部によりグリッパ
の後部を押圧して達成するものである。また、本発明の
第2は、アンカーヘッドとグリッパからなる緊締具のP
C撚り線等への一時的な緊締を、着脱用治具の平面部に
よりグリッパの後部を打ち込んて達成し、前記一時的な
緊締の弛緩・解除を、アンカーヘッドとグリッパに挿着
した前記着脱用治具を打撃して達成するものである。
BEST MODE FOR CARRYING OUT THE INVENTION The first aspect of the present invention is a P-type tightening device comprising a cone and a gripper located on a concrete body.
Tightening to the C stranded wire or the like is achieved by operating the pushing member by the pushing operation member and pushing the rear portion of the gripper by the flat portion of the pushing member. A second aspect of the present invention is a P-type tightening device comprising an anchor head and a gripper.
Temporary tightening to the C stranded wire or the like is achieved by driving the rear part of the gripper with the flat part of the attaching / detaching jig, and the loosening / releasing of the temporary tightening is performed by the attachment / detachment inserted into the anchor head and the gripper. This is achieved by hitting a jig.

【0012】ここで、本発明のPC撚り線等の緊張装置
に係る一実施例を添付図面に基づいて説明する。
Here, an embodiment of a tensioning device for a PC stranded wire or the like according to the present invention will be described with reference to the accompanying drawings.

【0013】図1は、図4に示す従来の緊張装置を基礎
とした、例えばPC撚り線の緊張装置の全体図であり、
コーン3とグリッパ4、4とからなる緊締具1b、グリ
ッパ4を包囲する筒体100、両端部に鍔71、72を
備えた押し込み力伝達筒体7と、コーン3へのグリッパ
4、4の押し込み部材8が備えられたラムチェア5、ラ
ム11を備えた油圧シリンダ10、アンカーヘッド23
とグリッパ4、4とからなる仮り留め具20、アンカー
ヘッド23に対してのグリッパ4の結合・解除を行う着
脱用治具9等が撚り線25を通して順次に具備されてい
る。
FIG. 1 is an overall view of, for example, a PC stranded wire tensioning device based on the conventional tensioning device shown in FIG.
A tightening tool 1b including the cone 3 and the grippers 4 and 4, a cylinder 100 surrounding the gripper 4, a pushing force transmission cylinder 7 having flanges 71 and 72 at both ends, and a gripper 4 and 4 for the cone 3. Ram chair 5 with push-in member 8, hydraulic cylinder 10 with ram 11, anchor head 23
And a jig 9 for attaching / detaching the gripper 4 to / from the anchor head 23 are sequentially provided through the stranded wire 25.

【0014】ここで前記ラムチェア5について述べる
と、開口61および位置決め部片62を備えた台座6
と、中央孔52付き底部53の端部に凹部57を備えた
筒体とからなり、枢支部片81を固設した側壁には1つ
の係止部材83および一対の長溝孔54、55並びに一
対の開口51、51が備えられおり、中央部に1対の膨
出部片84、84を固設している押し込み部材8が、こ
れらの長溝孔54、55に挿通されるとともに枢支部片
81に備えられた枢支部材82に枢支されて揺動自在と
なっている。前記押し込み部材8は、図1のPC撚り線
の緊張装置におけるAーA断面図である図2に示したよ
うに、撚り線25の挿通孔87と一側面に突出する1対
の膨出部片84、84とを備えた中央部88が形成され
ている杆状部材であり、該膨出部片84、84は筒体7
の他方の鍔71に当接可能に対応している。
Here, the ram chair 5 will be described. A pedestal 6 having an opening 61 and a positioning piece 62 is provided.
And a cylindrical body having a concave portion 57 at an end of a bottom portion 53 having a central hole 52, and a side wall on which the pivotal support piece 81 is fixed is provided with one locking member 83 and a pair of long groove holes 54, 55 and a pair of long groove holes. The push-in member 8 having a pair of swelling pieces 84, 84 fixed at the center thereof is inserted into the long slots 54, 55 and the pivot support piece 81. Are pivotally supported by a pivoting member 82 provided in the robot. As shown in FIG. 2, which is a cross-sectional view taken along the line AA in the PC stranded wire tensioning device of FIG. 1, the pushing member 8 has a through hole 87 of the stranded wire 25 and a pair of bulging portions protruding on one side. And a bulging portion 84, 84, which is a rod-shaped member provided with a central portion 88 having pieces 84, 84.
Corresponding to the other flange 71.

【0015】また、前記着脱用治具9について説明する
と、大開孔91が形成された開孔部92と撚り線25用
挿通孔93付き底部94とで各側端を構成しており、大
開孔91と挿通孔93に亘って大開孔91より小で挿通
孔93よりは大である口径の孔95が漣設されて段部9
6が形成されている。
The jig 9 for attachment and detachment will be described. An opening 92 having a large opening 91 and a bottom 94 with an insertion hole 93 for the stranded wire 25 constitute each side end. A hole 95 having a diameter smaller than the large opening 91 and larger than the insertion hole 93 extends between the insertion hole 91 and the insertion hole 93, and the stepped portion 9 is formed.
6 are formed.

【0016】そこで、図1を参照しながら、前記のよう
な構造から成るラムチェア5、着脱用治具9等を備えた
PC撚り線の緊張装置に係る配置構造について説明す
る。コンクリート体ロ(図4示におけるコンクリート体
イ、ロ相互を参照されたい。)に挿通されたPC撚り線
25に各部材を装着するには、始めにコンクリート体ロ
の擂り鉢状凹部ロ2内にてグリッパ4、4の先端部をコ
ーン3に嵌入した状態にして該グリッパ4、4を包囲す
るように筒体100をコーン3に嵌挿し、更に両端部に
鍔71、72を備えた伝達筒体7をグリッパ4、4の後
部に位置させて筒体100内に出入自在とする。次に台
座6の開口61に筒体7を通した上で、台座6の位置決
め部片62を擂り鉢状凹部ロ2内に嵌入・位置決めし、
コンクリート体ロの側面に台座6をボルト200、20
0締めしてラムチェア5を設置する。そしてラムチェア
5の底部53端部の凹部57に油圧シリンダ10を嵌入
するとともに耐圧座金21、アンカーヘッド23の順に
挿着し、更に該アンカーヘッド23の円錐形孔22内に
グリッパ4、4の先端部を嵌入した後、底部94の外側
平面が該円錐形孔22の後端面に対応するように着脱用
治具9を挿着するものである。
Referring now to FIG. 1, a description will be given of an arrangement structure of a PC stranded wire tensioning device provided with the ram chair 5 and the detachable jig 9 having the above-described structure. In order to attach each member to the PC stranded wire 25 inserted into the concrete body B (see the concrete body A and B in FIG. 4), first, the inside of the mortar-shaped concave part 2 of the concrete body B In a state where the tip portions of the grippers 4 and 4 are fitted into the cone 3, the cylindrical body 100 is fitted into the cone 3 so as to surround the grippers 4 and 4, and furthermore, a transmission having flanges 71 and 72 at both ends. The cylinder 7 is positioned at the rear of the grippers 4, 4 so that it can enter and exit the cylinder 100. Next, after the cylindrical body 7 is passed through the opening 61 of the pedestal 6, the positioning piece 62 of the pedestal 6 is fitted and positioned in the mortar-shaped concave part 2,
The pedestal 6 is bolted to the side of the concrete body
Tighten to 0 and install the ram chair 5. Then, the hydraulic cylinder 10 is fitted into the concave portion 57 at the end of the bottom portion 53 of the ram chair 5, and the pressure-resistant washer 21 and the anchor head 23 are inserted in that order, and the tips of the grippers 4, 4 are inserted into the conical hole 22 of the anchor head 23. After the portion is fitted, the attachment / detachment jig 9 is inserted so that the outer flat surface of the bottom portion 94 corresponds to the rear end surface of the conical hole 22.

【0017】続いて、一方のコンクリート体イにPC撚
り線25が緊締された状態(図4を参照。)下でのコン
クリート体イ、ロ相互の緊締作用について、前記配置構
造の緊張装置を適用して説明する(図1参照)。
Subsequently, the tensioning device having the above-described arrangement structure is applied to the mutual tightening action between the concrete body A and the concrete body B in a state where the PC strand 25 is tightened to one concrete body A (see FIG. 4). (See FIG. 1).

【0018】始めに、着脱用治具9を手で掴んで開孔部
92側から打撃(矢印ハを参照。)すると着脱用治具9
が挿通孔93に案内・移動されつつ底面94が各グリッ
パ4、4の後端を打撃してアンカーヘッド23の円錐形
孔22内にグリッパ4を嵌入(矢印ニを参照。)させ、
PC撚り線25を強力、かつ均一にくわえ込ませて結合
させる。この後、油圧シリンダ10の作動により耐圧座
金21を介してラム11を伸張(矢印ホを参照。)させ
ると、ラム11端部がアンカーヘッド23を押しやり
(矢印ヘを参照。)、この移動に連れてPC撚り線25
が緊張する。
First, when the jig 9 is grasped by hand and struck from the side of the opening 92 (see arrow C), the jig 9 is attached.
While being guided and moved by the insertion hole 93, the bottom surface 94 hits the rear end of each of the grippers 4 and 4 so that the gripper 4 is fitted into the conical hole 22 of the anchor head 23 (see arrow D).
The PC stranded wire 25 is strongly and uniformly held and joined. Thereafter, when the ram 11 is extended (see arrow E) through the pressure washer 21 by the operation of the hydraulic cylinder 10, the end of the ram 11 pushes the anchor head 23 (see arrow F), and this movement is performed. Take the PC stranded wire 25
Is nervous.

【0019】このようなPC撚り線25の緊張状態下
で、係止部材83の係止を解除して自由状態にした押し
込み部材8を枢支部材82を介して矢印ト方向に揺動す
る。この揺動により、撚り線25が挿通孔87に遊嵌し
た状態下で、押し込み部材8は各長溝孔54、55に案
内されて1対の膨出部片84、84が一方の鍔71に作
用し、筒体7を撚り線25および筒体100に沿って移
動(図1中、左方向)する。このような筒体7の移動
は、筒体7の他方の鍔72が各グリッパ4、4の後端に
作用してコーン3の円錐形孔31内にグリッパ4を嵌入
させ、PC撚り線25を強力、かつ均一にくわえ込ませ
て結合させる。このPC撚り線25への緊締具1の結合
によりコンクリート体イ、ロ相互が強力に緊締され、こ
の後、押し込み部材8を枢支部材82を介して矢印チ方
向に揺動・復帰させ、係止部材83により係止して押し
込み部材8の不用意な作動を防止する。
Under such a tensioned state of the PC strand 25, the pushing member 8 released by releasing the locking of the locking member 83 is swung in the direction of arrow G via the pivoting member 82. Due to this swinging, in a state where the stranded wire 25 is loosely fitted in the insertion hole 87, the pushing member 8 is guided by the long slots 54, 55, and the pair of bulging portions 84, 84 is fitted to the one flange 71. Acts to move the cylinder 7 along the stranded wire 25 and the cylinder 100 (to the left in FIG. 1). In such a movement of the cylinder 7, the other flange 72 of the cylinder 7 acts on the rear end of each gripper 4, 4 to fit the gripper 4 into the conical hole 31 of the cone 3, and the PC stranded wire 25 Are strongly and uniformly held together. The fastening of the fastener 1 to the PC stranded wire 25 strongly tightens the concrete bodies A and B. Thereafter, the pushing member 8 is swung / returned in the direction indicated by the arrow H through the pivotal support member 82. It is locked by the stop member 83 to prevent the pushing member 8 from being carelessly operated.

【0020】図3は、アンカーヘッド23の円錐形孔2
2内からグリッパ4、4を脱去する際の着脱用治具9に
係る作用説明図であって、コンクリート体イ、ロ相互の
緊締後に緊張装置を取り外す場合に必要な作用となる。
このグリッパ4、4の脱去は、油圧シリンダ10の作動
によりラム11を引き込んで(図1中、矢印リの方向を
参照。)PC撚り線25による緊張装置の緊張を弛緩せ
しめた上で、着脱用治具9を、グリッパ4、4の打ち込
み時とは逆向き状態にてPC撚り線25に挿着し、大開
孔91がアンカーヘッド23に遊嵌した状態にする。次
いで着脱用治具9を手で掴んでアンカーヘッド23の端
部を打撃する(点線状態を参照。)。この打撃作用によ
り、着脱用治具9の当たり面96がアンカーヘッド23
の面24を均一に叩込むので、アンカーヘッド23がグ
リッパ4、4に対して一挙に相対移動され、両者23、
4、4の摩擦力による緊締が極めて容易に解除されるこ
ととなる。
FIG. 3 shows the conical hole 2 of the anchor head 23.
FIG. 8 is an explanatory view of an operation of the attachment / detachment jig 9 when the grippers 4 are removed from the inside 2, and is an operation necessary when the tensioning device is removed after the concrete body b is tightened.
The grippers 4 and 4 are removed by retracting the ram 11 by the operation of the hydraulic cylinder 10 (see the direction of arrow R in FIG. 1) to relax the tension of the tensioning device by the PC stranded wire 25. The attachment / detachment jig 9 is inserted into the PC stranded wire 25 in a state opposite to the direction in which the grippers 4 and 4 are driven, so that the large opening 91 is loosely fitted to the anchor head 23. Next, the end of the anchor head 23 is hit by grasping the attachment / detachment jig 9 by hand (see a dotted line state). Due to this striking action, the contact surface 96 of the attachment / detachment jig 9 is moved to the anchor head 23.
The anchor head 23 is moved relative to the grippers 4 and 4 at a time.
Tightening by the frictional forces of 4 and 4 can be released very easily.

【0021】前記のアンカーヘッド23とPC撚り線2
5との係止解除後には、図1において、コンクリート体
ロ側面のボルト200、200を取り外してコンクリー
ト体ロ側面から台座6付きラムチェア5を自由状態と
し、撚り線25との挿通状態を各部材9、20、10、
5、7の順に解除する。そして、必要に応じてコンクリ
ート体ロの擂り鉢状凹部ロ2内にモルタルを埋設してコ
ンクリート体イ、ロの連結を終了し、新たなコンクリー
ト体の緊締・連結を要する場合には、上記の緊張装置に
よる接続を繰り返せばよいものである。
The anchor head 23 and the PC stranded wire 2
After releasing the engagement with the ramchair 5, the bolts 200, 200 on the side of the concrete body B are removed, the ram chair 5 with the pedestal 6 is released from the side of the concrete body B in FIG. 9, 20, 10,
Release in the order of 5 and 7. If necessary, mortar is buried in the mortar-shaped concave part 2 of the concrete body B to terminate the connection of the concrete body A and B, and when it is necessary to tighten and connect a new concrete body, What is necessary is just to repeat the connection by a tensioning device.

【0022】以上、本発明の実施形態について詳述した
が、本発明は前記実施形態に限定されるものではなく、
特許請求の範囲に記載された本発明の精神を逸脱するこ
となく設計において種々の変更ができるものである。本
発明の実施例では、コンクリート体を緊締対象する記載
としているが、緊締対象の材料としては木質、合成樹
脂、各種材料の混合材等を採用することが可能であり、
そして緊締手段としてPC撚り線を採用する記載として
いるが、PC鋼線単体を適用することも可能であり、ま
た、ラムチェアに備えた押し込み部材と両端部に鍔を備
えた筒体によりグリッパを押し込む記載としているが、
ラムチェアに油圧シリンダを設け、該油圧シリンダのラ
ムの伸張によりグリッパを押し込むこともでき、種々設
計変更可能である。
Although the embodiments of the present invention have been described above in detail, the present invention is not limited to the above-described embodiments.
Various changes in design may be made without departing from the spirit of the invention as set forth in the appended claims. In the embodiment of the present invention, it is described that the concrete body is to be tightened, but as the material to be tightened, it is possible to employ wood, synthetic resin, a mixture of various materials, and the like.
Although it is described that a PC stranded wire is adopted as the tightening means, it is also possible to apply a PC steel wire alone, and the gripper is pushed in by a pushing member provided in the ram chair and a tubular body provided with flanges at both ends. Although it is stated,
A hydraulic cylinder can be provided on the ram chair, and the gripper can be pushed in by extending the ram of the hydraulic cylinder, so that various designs can be changed.

【0023】[0023]

【発明の効果】本発明の第1は、PC撚り線等への緊締
具の結合に際して、押し込み部材に備えた平面部により
各グリッパの後部をコーンに対して均等に押圧・嵌入
し、コンクリート体イ、ロ相互を強力に緊締するPC撚
り線等の緊張装置としたことから、確実で効率的な緊締
作業が達成できた。また、本発明の第2は、PC撚り線
等の緊張装置において、PC撚り線への各グリッパとコ
ーンとからなる緊締具の一時的結合に際して、着脱用治
具の一端側に備えた平面部によりアンカーヘッドへの各
グリッパの均等な打ち込みを行うことから確実で効率的
な一時的結合作業が達成できる一方、着脱用治具の他端
側に備えた開孔を介してアンカーヘッドに挿着してアン
カーヘッド端面を着脱用治具で均一に打撃することから
アンカーヘッドから各グリッパを簡単に弛緩・解除し
得、アンカーヘッドと各グリッパとからなる緊締具とP
C撚り線等との一時的結合の解除作業も安全・確実で効
率的に達成できた。
The first aspect of the present invention is that when a fastener is connected to a PC stranded wire or the like, the rear portion of each gripper is uniformly pressed and fitted to the cone by a flat portion provided on a pushing member, thereby forming a concrete body. Since a tensioning device such as a PC stranded wire that strongly tightens the two parts a and b was used, reliable and efficient tightening work could be achieved. Also, a second aspect of the present invention is a tensioning device for a PC stranded wire or the like, wherein a temporary portion provided on one end side of an attaching / detaching jig is used for temporarily connecting a fastener comprising each gripper and a cone to the PC stranded wire. The gripper evenly drives each gripper into the anchor head, so that reliable and efficient temporary connection work can be achieved, while it is inserted into the anchor head through the opening provided on the other end of the attachment / detachment jig. By uniformly hitting the end face of the anchor head with the attachment / detachment jig, each gripper can be easily loosened / released from the anchor head, and the tightening tool including the anchor head and each gripper and P
The work of releasing the temporary connection with the C stranded wire and the like was also achieved safely, reliably and efficiently.

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

【図1】本発明の一実施例であるPC撚り線の緊張装置
の全体図である。
FIG. 1 is an overall view of a tension device for a PC stranded wire according to an embodiment of the present invention.

【図2】図1の緊張装置におけるAーA断面図である。FIG. 2 is a cross-sectional view taken along line AA of the tensioning device of FIG.

【図3】図1の着脱用治具に係る作用説明図である。FIG. 3 is an operation explanatory view of the attaching / detaching jig of FIG. 1;

【図4】従来のPC撚り線の緊張装置の全体図である。FIG. 4 is an overall view of a conventional tension device for a PC stranded wire.

【図5】図4において、コーンと各グリッパとからなる
緊締具によりPC撚り線を緊締する作用説明図である。
FIG. 5 is an explanatory view of an operation of tightening the PC stranded wire by a tightening tool including a cone and each gripper in FIG.

【図6】図4に示した着脱用治具に係る一時的結合・結
合解除作用の説明図である。
FIG. 6 is an explanatory view of a temporary connection / disconnection operation of the attachment / detachment jig shown in FIG. 4;

【符号の説明】[Explanation of symbols]

1a、1b 第1、第2緊締具 3 コーン 4 グリッパ 5 ラムチェア 7 押し込み力伝達筒体 8 押し込み部材 9 着脱用治具 10 油圧シリンダ 20 仮り留め具 23 アンカーヘッド 25 PC撚り線 イ、ロ コンクリート体 イ2、ロ2 擂り鉢状凹部 DESCRIPTION OF SYMBOLS 1a, 1b 1st, 2nd tightening tool 3 cone 4 gripper 5 ram chair 7 pushing force transmission cylinder 8 pushing member 9 attachment / detachment jig 10 hydraulic cylinder 20 temporary fastener 23 anchor head 25 PC twisted wire b, concrete body b 2, b2 mortar-shaped recess

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 PC撚り線等により緊締対象相互を緊締
すべく、PC撚り線等に適用される緊張装置であって、
コーンと複数のグリッパとからなる緊締具と押し込み力
伝達部材と押し込み作動部材と緊張力付与部材と仮り留
め具とが具備されてなり、前記押し込み力伝達部材によ
り緊締具における複数のグリッパの各後端面を均等に押
し込むように構成したことを特徴とするPC撚り線等の
緊張装置。
1. A tensioning device applied to a PC stranded wire or the like for tightening objects to be tightened with a PC stranded wire or the like,
A fastening device comprising a cone and a plurality of grippers, a pushing force transmitting member, a pushing operating member, a tension applying member, and a temporary fastener, each of which is provided after the plurality of grippers in the fastening device by the pushing force transmitting member. A tensioning device for a PC stranded wire or the like, characterized in that the end face is pressed in evenly.
【請求項2】 PC撚り線等により緊締対象相互を緊締
すべく、PC撚り線等に適用される緊張装置であって、
コーンと複数のグリッパとからなる緊締具と押し込み力
伝達部材と押し込み作動部材と緊張力付与部材と仮り留
め具とが具備されてなり、前記仮り留め具の仮り留めま
たは仮り留め解除を可能にした着脱用治具をも具備した
ことを特徴とするPC撚り線等の緊張装置。
2. A tensioning device applied to a PC stranded wire or the like for tightening objects to be tightened with a PC stranded wire or the like,
A fastening device comprising a cone and a plurality of grippers, a pushing force transmitting member, a pushing operating member, a tension applying member, and a temporary fastener are provided, and temporary fastening or temporary fastening of the temporary fastener is enabled. A tensioning device for a PC stranded wire or the like, which is also provided with a detachable jig.
JP23560199A 1999-08-23 1999-08-23 Tensioning device for PC strands, etc. Expired - Fee Related JP3314356B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23560199A JP3314356B2 (en) 1999-08-23 1999-08-23 Tensioning device for PC strands, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23560199A JP3314356B2 (en) 1999-08-23 1999-08-23 Tensioning device for PC strands, etc.

Publications (2)

Publication Number Publication Date
JP2001059344A true JP2001059344A (en) 2001-03-06
JP3314356B2 JP3314356B2 (en) 2002-08-12

Family

ID=16988432

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3314356B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102152396A (en) * 2011-01-10 2011-08-17 昆明沃特尔机电设备有限公司 Mobile prestressed steel strand tension device
CN107747279A (en) * 2017-08-23 2018-03-02 柳州欧维姆机械股份有限公司 A kind of constructing device and implementation engineering method based on group's anchor system single tendon stretch and tune rope

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102152396A (en) * 2011-01-10 2011-08-17 昆明沃特尔机电设备有限公司 Mobile prestressed steel strand tension device
CN107747279A (en) * 2017-08-23 2018-03-02 柳州欧维姆机械股份有限公司 A kind of constructing device and implementation engineering method based on group's anchor system single tendon stretch and tune rope
CN107747279B (en) * 2017-08-23 2023-09-12 柳州欧维姆机械股份有限公司 Construction device and implementation method based on group anchor system single tensioning and cable adjusting

Also Published As

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