JPH0218193Y2 - - Google Patents

Info

Publication number
JPH0218193Y2
JPH0218193Y2 JP17627683U JP17627683U JPH0218193Y2 JP H0218193 Y2 JPH0218193 Y2 JP H0218193Y2 JP 17627683 U JP17627683 U JP 17627683U JP 17627683 U JP17627683 U JP 17627683U JP H0218193 Y2 JPH0218193 Y2 JP H0218193Y2
Authority
JP
Japan
Prior art keywords
jack
stranded wire
steel
steel stranded
grip
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
Application number
JP17627683U
Other languages
Japanese (ja)
Other versions
JPS6083152U (en
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 filed Critical
Priority to JP17627683U priority Critical patent/JPS6083152U/en
Publication of JPS6083152U publication Critical patent/JPS6083152U/en
Application granted granted Critical
Publication of JPH0218193Y2 publication Critical patent/JPH0218193Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はポストテンシヨン方法でコンクリート
構造物にプレストレスを与えるため、PC鋼より
線を緊張するためのジヤツキに関する。
[Detailed description of the invention] The invention relates to a jack for tensioning a prestressing steel strand in order to apply prestress to a concrete structure using a post-tension method.

コンクリート構造物内に挿入された複数のPC
鋼より線を緊張するには、PC鋼より線を1本ず
つジヤツキ内に挿通しグリツプで固定しなければ
ならない。鋼より線は硬く曲げにくいので、この
本数が7,9,12と多くなるに従い、ジヤツキ
の挿通孔に同時に導入することが困難となり、導
入作業にかなりの時間を要している。
Multiple PCs inserted within a concrete structure
To tension the steel strands, you must insert the PC steel strands one by one into the jack and secure them with a grip. Since steel wires are hard and difficult to bend, as the number of wires increases from 7 to 9 to 12, it becomes difficult to introduce them into the jack insertion holes at the same time, and the introduction process takes a considerable amount of time.

本考案はこの問題を解決出来る緊張装置を供す
るため、従来のPC鋼より線緊張用ジヤツキに、
一端にPC鋼より線端を嵌合しうるキヤツプを有
しジヤツキのPC鋼より線挿通孔及び緊張グリツ
プ内に挿通しうると共に前記ジヤツキの全長より
長さの長い案内棒を設けたものである。
In order to provide a tensioning device that can solve this problem, the present invention replaces the conventional PC steel wire tensioning jack.
It has a cap at one end into which the end of the PC steel wire can be fitted, which can be inserted into the wire insertion hole and tension grip of the jack, and a guide rod having a length longer than the entire length of the jack. .

図面について本考案装置の一実施例について説
明する。
An embodiment of the device of the present invention will be described with reference to the drawings.

第1図はPC鋼より線2を、ジヤツキ1の複数
のPC鋼より線挿通孔3に導入する前の状態を示
している。挿通孔3はジヤツキ1の両端に貫通し
ており、挿通孔3の一端に緊張グリツプ4が挿入
されている。案内棒5はジヤツキ1の挿通孔3の
全長、即ちジヤツキ1の伸縮方向の長さよりも長
く、挿通孔3に貫通させるとジヤツキ1から両端
が突出する。
FIG. 1 shows the state before the PC steel stranded wire 2 is introduced into the plurality of PC steel stranded wire insertion holes 3 of the jack 1. The insertion hole 3 passes through both ends of the jack 1, and a tension grip 4 is inserted into one end of the insertion hole 3. The guide rod 5 is longer than the entire length of the insertion hole 3 of the jack 1, that is, the length of the jack 1 in the expansion/contraction direction, and both ends protrude from the jack 1 when the guide rod 5 is passed through the insertion hole 3.

案内棒5の一端には、PC鋼より線2の端に嵌
合させることの出来るキヤツプ6が形成されてい
る。そしてこの案内棒5はキヤツプ6の部分の外
径が他の部分よりも大きいが、PC鋼より線2を
挿通孔3内に導入するために、キヤツプ6の部分
を挿通孔3内に挿通可能で、緊張グリツプ4の部
分を通して引き抜くことが出来るように緊張グリ
ツプ4の内径はキヤツプ6の外径よりも大きく開
くことが出来るようになつている。
A cap 6 is formed at one end of the guide rod 5, which can be fitted onto the end of the PC steel stranded wire 2. Although the outer diameter of the cap 6 part of this guide rod 5 is larger than the other parts, the cap 6 part can be inserted into the insertion hole 3 in order to introduce the PC steel wire 2 into the insertion hole 3. The inner diameter of the tensioning grip 4 can be opened larger than the outer diameter of the cap 6 so that the tensioning grip 4 can be pulled out through the tensioning grip 4.

図に示した実施例のジヤツキ1は、複動ジヤツ
キになつており、図の右側のピストン7が右側に
突出し、左側のピストン8が左側に突出するよう
になつている。
The jack 1 of the embodiment shown in the figure is a double-acting jack, with the piston 7 on the right side of the figure protruding to the right, and the piston 8 on the left side of the figure protruding to the left.

この装置でPC鋼より線2を緊張定着するには、
まず第1図に示すように、案内棒5をキヤツプ6
がピストン8側から外に突出するように、ジヤツ
キ1の挿通孔3に挿通してジヤツキ1に保持せし
める。このとき、ピストン7側にある緊張グリツ
プ4はキヤツプ6の外径より内径を広げておく。
To tension-fix PC steel stranded wire 2 with this device,
First, as shown in FIG.
It is inserted into the insertion hole 3 of the jack 1 and held by the jack 1 so that it protrudes outward from the piston 8 side. At this time, the inner diameter of the tension grip 4 on the piston 7 side is made wider than the outer diameter of the cap 6.

コンクリート構造物のPC鋼より線2の引き出
し口の周囲には、環状の支持金具11がコンクリ
ート構造物に固定してあり、この支持金具11の
内周にPC鋼より線2を挿通して定着板9を嵌合
しておく。案内棒5を挿通孔3から引き出し、コ
ンクリート構造物から引き出されているPC鋼よ
り線2の端部と案内棒5のキヤツプとを嵌合す
る。そして、定着板9のPC鋼より線2の挿通孔
の内面とPC鋼より線2の外周との間に、第2図
に示す定着グリツプ10を軽く挿入してジヤツキ
1を案内棒5及びPC鋼より線2に沿つてコンク
リート構造物の方に進め、案内棒5によつてPC
鋼より線2を案内しジヤツキ1の挿通孔3内に進
め、ジヤツキ1のピストン8側の端面を、支持金
具11に接せしめ、PC鋼より線2をジヤツキ1
のピストン7側より外に突出せしめ緊張グリツプ
4でジヤツキ1に固定する。そしてピストン7を
右に移動してPC鋼より線2を緊張する。
An annular support fitting 11 is fixed to the concrete structure around the outlet of the PC steel stranded wire 2 of the concrete structure, and the PC steel stranded wire 2 is inserted into the inner circumference of this support fitting 11 and fixed. The plate 9 is fitted. The guide rod 5 is pulled out from the insertion hole 3, and the end of the prestressed steel strand 2 pulled out from the concrete structure and the cap of the guide rod 5 are fitted. Then, lightly insert the fixing grip 10 shown in FIG. 2 between the inner surface of the insertion hole of the PC steel stranded wire 2 of the fixing plate 9 and the outer periphery of the PC steel stranded wire 2, and then Proceed from the steel toward the concrete structure along line 2 and use the guide rod 5 to connect the PC.
Guide the steel stranded wire 2 and advance it into the insertion hole 3 of the jack 1, bring the end surface of the jack 1 on the piston 8 side into contact with the support fitting 11, and insert the PC steel stranded wire 2 into the jack 1.
It protrudes outward from the piston 7 side of the piston 7 and is fixed to the jack 1 with a tension grip 4. Then move piston 7 to the right and tension wire 2 from the PC steel.

次いでピストン8を左に移動して定着板9を支
持金具11に圧着せしめ、定着グリツプ10を定
着板9内に押し込んで、定着板9にPC鋼より線
2を定着する。
Next, the piston 8 is moved to the left to press the fixing plate 9 to the support metal fitting 11, and the fixing grip 10 is pushed into the fixing plate 9 to fix the PC steel stranded wire 2 to the fixing plate 9.

定着が終わると、緊張グリツプ4を緩め、ジヤ
ツキ1を右に移動してPC鋼より線2からジヤツ
キ1を取り外す。
When fixing is completed, loosen the tension grip 4, move the jack 1 to the right, and remove the jack 1 from the PC steel stranded wire 2.

以上のように本考案ジヤツキによれば、案内棒
により複数のPC鋼より線のジヤツキ内への挿入
及び緊張グリツプへの挿通を容易に行なえるので
緊張作業を能率よく行なえる。
As described above, according to the jack of the present invention, a plurality of stranded PC steel wires can be easily inserted into the jack and through the tensioning grip using the guide rod, so tensioning work can be carried out efficiently.

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

第1図は本考案によるPC鋼より線緊張用ジヤ
ツキの一実施例の一部断面側面図でPC鋼より線
の緊張前の状態を示す図、第2図は第1図の状態
からPC鋼より線を緊張し、定着した状態を示す
一部断面側面図である。 1…ジヤツキ、2…PC鋼より線、3…PC鋼よ
り線挿通孔、4…緊張グリツプ、5…案内棒、6
…キヤツプ、7…ピストン、8…ピストン、9…
定着板、10…定着グリツプ、11…支持金具。
Figure 1 is a partial cross-sectional side view of one embodiment of the jack for tensioning the PC steel stranded wire according to the present invention, showing the state before the tensioning of the PC steel stranded wire, and Figure 2 shows the state of the PC steel stranded wire from the state shown in Figure 1. FIG. 3 is a partially sectional side view showing a state in which the stranded wire is taut and fixed. 1... Jack, 2... PC steel stranded wire, 3... PC steel stranded wire insertion hole, 4... Tension grip, 5... Guide rod, 6
...Cap, 7...Piston, 8...Piston, 9...
Fixing plate, 10... Fixing grip, 11... Supporting metal fittings.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ジヤツキ両端に貫通する複数のPC鋼より線挿
通孔と、該挿通孔の一端に挿入された緊張グリツ
プとを有するジヤツキと、一端にPC鋼より線端
を嵌合しうるキヤツプを有し前記PC鋼より線挿
通孔及び緊張グリツプ内に挿通しうると共に前記
ジヤツキの全長より長さの長い案内棒とを具えて
なるPC鋼より線緊張用ジヤツキ。
A jack having a plurality of PC steel stranded wire insertion holes penetrating through both ends of the jack, a tension grip inserted into one end of the insertion hole, and a cap at one end into which an end of the PC steel stranded wire can be fitted; A jack for tensioning a PC steel stranded wire, comprising a steel stranded wire insertion hole and a guide rod that can be inserted into the tensioning grip and has a length longer than the overall length of the jack.
JP17627683U 1983-11-15 1983-11-15 Jack for tensioning PC steel stranded wire Granted JPS6083152U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17627683U JPS6083152U (en) 1983-11-15 1983-11-15 Jack for tensioning PC steel stranded wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17627683U JPS6083152U (en) 1983-11-15 1983-11-15 Jack for tensioning PC steel stranded wire

Publications (2)

Publication Number Publication Date
JPS6083152U JPS6083152U (en) 1985-06-08
JPH0218193Y2 true JPH0218193Y2 (en) 1990-05-22

Family

ID=30383291

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17627683U Granted JPS6083152U (en) 1983-11-15 1983-11-15 Jack for tensioning PC steel stranded wire

Country Status (1)

Country Link
JP (1) JPS6083152U (en)

Also Published As

Publication number Publication date
JPS6083152U (en) 1985-06-08

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