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JPH0625459B2 - Fixing method of PC tension material and fixing device thereof - Google Patents
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JPH0625459B2 - Fixing method of PC tension material and fixing device thereof - Google Patents

Fixing method of PC tension material and fixing device thereof

Info

Publication number
JPH0625459B2
JPH0625459B2 JP27310988A JP27310988A JPH0625459B2 JP H0625459 B2 JPH0625459 B2 JP H0625459B2 JP 27310988 A JP27310988 A JP 27310988A JP 27310988 A JP27310988 A JP 27310988A JP H0625459 B2 JPH0625459 B2 JP H0625459B2
Authority
JP
Japan
Prior art keywords
tension
fixing
mold
tool
hole
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 - Fee Related
Application number
JP27310988A
Other languages
Japanese (ja)
Other versions
JPH02120452A (en
Inventor
千里 原
伸夫 峯村
晴雄 犬飼
昭男 遠藤
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.)
PS KK
Original Assignee
PS KK
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 PS KK filed Critical PS KK
Priority to JP27310988A priority Critical patent/JPH0625459B2/en
Publication of JPH02120452A publication Critical patent/JPH02120452A/en
Publication of JPH0625459B2 publication Critical patent/JPH0625459B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はプレストレストコンクリートにおけるPC緊張
材の定着方法及びその定着装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to a method for fixing PC tendons in prestressed concrete and a fixing device therefor.

(従来の技術) 従来、プレストレストコンクリートにおけるPC鋼材の
定着は第7図に示すような定着装置A′により行われて
いる。
(Prior Art) Conventionally, fixing of a PC steel material in prestressed concrete is performed by a fixing device A'as shown in FIG.

その定着方法は上記定着装置A′によりPC鋼棒B′を
型枠10′内に取り付け、その型枠10′内にコンクリート
m′を打設するとともに、該コンクリートm′が硬化し
た跡に型枠10′及び定着具A′の蓋体6′を外してい
た。
The fixing method is as follows: The PC steel rod B'is mounted in the mold 10 'by the fixing device A', concrete m'is placed in the mold 10 ', and a mold is left on the hardened part of the concrete m'. The frame 10 'and the lid 6'of the fixing tool A'were removed.

そして、PC鋼棒B′の先端にカップラーを介してテン
ションバーを連結し、該テンションバーをジャッキで緊
張するとともに、ナット8′を締めることによりPC鋼
棒B′の緊張状態が緩まないように定着する。
Then, a tension bar is connected to the tip of the PC steel rod B'via a coupler, and the tension bar is tensioned with a jack and the nut 8'is tightened so that the tension state of the PC steel rod B'is not loosened. Establish.

次に、このジャッキを取り外すとともに蓋体を螺合させ
て、グラウト注入装置によりシースb′及び定着装置
A′の筒体4′内にグラウト液を注入して定着、跡埋め
を完了するものである。
Next, the jack is removed, the lid is screwed, and the grout injection device injects the grout solution into the sheath b'and the cylindrical body 4'of the fixing device A'to complete the fixing and the trace filling. is there.

(考案が解決しようとする課題) しかしながら、上記のような定着装置を使用した定着方
法は、緊張時にカップラーを使用してテンションバーを
連結し得るPC鋼棒の場合はよいが、カップラーを使用
し得ない緊張代の長いPC鋼線及びより線や炭素繊維線
及びより線の場合は使用出来ないという問題があった。
(Problems to be solved by the invention) However, the fixing method using the fixing device as described above is preferable in the case of PC steel rods that can connect the tension bars by using the coupler at the time of tension, but does not use the coupler. There is a problem that it cannot be used in the case of PC steel wire or stranded wire or carbon fiber wire or stranded wire which has a long tension margin which cannot be obtained.

本発明は上記問題に鑑みてなされたものであり、その目
的は緊張代の長いPC鋼線及びより線や炭素繊維線及び
より線においても使用し得る定着装置及び定着方法を提
供するものである。
The present invention has been made in view of the above problems, and an object thereof is to provide a fixing device and a fixing method that can be used for a PC steel wire and a stranded wire having a long tension allowance, a carbon fiber wire, and a stranded wire. .

(課題を解決するための手段) 上記課題を解決して、その目的を達成するための本発明
の手段は、定着具と型枠取付具とによりなる定着装置に
よりPC緊張材を、その両端部が緊張代として型枠の外
側に突出された状態で型枠に取り付けるとともに、該型
枠内の打設コンクリートの硬化後に前記型枠取付具を型
枠の解体とともに定着具から取り外し、前記緊張代をつ
かんでジャッキで緊張定着した後に切断し、然る後シー
ス内にグラウト液を注入して定着することを特徴とする
PC緊張材の定着方法に存し、かつ支持板の一側面には
ネジ部を有する筒体が、他側面にはシース接続管が夫々
備えられ、該支圧板には筒体とシース接続管とを連通す
る通孔と該通孔を挟持した状態のグラウト注入孔が設け
られた定着具と、前記筒体に着脱自在に設けられた型枠
取付具とによりなり、該型枠取付具が前記筒体のネジ部
に螺合された蓋体と、蓋体の上面に突設された貫通管と
によりなり、該貫通管にPC緊張材が挿通される貫通孔
を備えるとともに、その先端部に係止部を設けたことを
特徴とするPC緊張材の定着装置に存する。
(Means for Solving the Problem) Means of the present invention for solving the above-mentioned problems and achieving the object are to provide a PC tension member by means of a fixing device including a fixing tool and a form fitting tool, and to fix both ends thereof. Is attached to the formwork as a tension allowance while protruding to the outside of the formwork, and after the casting concrete in the formwork is hardened, the formwork fixture is removed from the fixing tool together with the dismantling of the formwork, and the tension allowance is applied. There is a fixing method for PC tension material, which is characterized by grabbing and fixing with a jack and then cutting, and then injecting grout liquid into the sheath to fix it, and a screw is provided on one side of the support plate. And a sheath connecting pipe on each of the other side surfaces, and a through hole communicating the cylindrical body and the sheath connecting pipe and a grout injection hole sandwiching the through hole. Attached fixing device and detachable installation on the cylinder. And a through-hole pipe projectingly provided on the upper surface of the cover body. The fixing device for a PC tension material is characterized in that it has a through hole through which the PC tension material is inserted, and a locking portion is provided at the tip end portion thereof.

(作用) 而して上記構成によれば、定着具と型枠取付具とで構成
される定着装置によりPC緊張材を、その両端部が緊張
代として型枠の外側に突出された状態で型枠に取り付け
るとともに、該型枠内にコンクリートを打設する。
(Operation) Thus, according to the above configuration, the PC tension member is molded by the fixing device including the fixing tool and the mold mounting tool in a state in which both ends of the PC tension material are projected to the outside of the mold as tension margins. It is attached to the frame and concrete is poured into the frame.

そして該コンクリートの硬化後に型枠を解体するととも
に、型枠取付具を定着具から取り外す。
After the concrete is hardened, the formwork is disassembled and the formwork fixture is removed from the fixing tool.

次に、PC緊張材の緊張代をつかんでジャッキで緊張
し、その緊張状態が緩まないようにチャック及びコッタ
ーよりなるPC緊張材用定着体で定着する。
Next, the tension of the PC tension material is grabbed and tensioned with a jack, and the PC tension material fixing member including a chuck and a cotter fixes the tension so as not to loosen the tension.

そして、PC緊張材の緊張代を切断し、グラウト注入装
置によりシース内及び定着具の筒体内にグラウト液を注
入することにより緊張定着及び欠込み部の跡埋めが完了
する。
Then, the tension allowance of the PC tension material is cut, and the grout injection device injects the grout liquid into the sheath and the cylindrical body of the fixing tool to complete the tension fixing and the filling of the notched portion.

(実施例) 以下本発明の一実施例を図面に基づいて説明する。Embodiment An embodiment of the present invention will be described below with reference to the drawings.

本発明のPC緊張材の定着装置Aは、コンクリートmの
端部でPC緊張材Bを緊張定着することにより、該コン
クリートにプレストレスを付与するものであり、定着具
1と型枠取付具2とにより構成されている。
The PC tension member fixing device A of the present invention applies a prestress to the concrete by tension-fixing the PC tension member B at the end portion of the concrete m. The fixing tool 1 and the form fitting 2 It is composed of and.

また前記PC緊張材BはPC鋼線及びより線、炭素繊維
線及びより線やPC鋼棒等である。
The PC tendons B are PC steel wire and stranded wire, carbon fiber wire and stranded wire, PC steel rod and the like.

定着具1は板状の支圧板3の一側面に設けた筒体4と、
他側面に設けたシース接続管5とによりなり、これらは
支圧板3の通孔3aにより連通されるとともに、該支圧
板3にはグラウト注入孔3bが設けられている。
The fixing tool 1 includes a tubular body 4 provided on one side surface of a plate-shaped pressure support plate 3,
It is composed of a sheath connecting pipe 5 provided on the other side surface, which are communicated with each other through a through hole 3a of the pressure bearing plate 3, and the pressure bearing plate 3 is provided with a grout injection hole 3b.

グラウト注入孔3bはグラウト液nをシースb内に注入
するためのものであり、PC緊張材Bを定着するPC緊
張材用定着体11に塞がれないように、前記通孔3aを挟
持した状態で設けられている。また筒体4の先端部内周
には後述する枠体取付具2の蓋体6が螺合されるネジ部
4aが刻設されている。
The grout injection hole 3b is for injecting the grout liquid n into the sheath b, and the through hole 3a is sandwiched so as not to be blocked by the PC tension material fixing body 11 fixing the PC tension material B. It is provided in the state. Further, a screw portion 4a into which a lid body 6 of the frame body mounting tool 2 described later is screwed is engraved on the inner circumference of the tip end portion of the cylindrical body 4.

枠体取付具2は前記定着具1の筒体4に着脱自在に螺合
されてそれを開閉するものであり、蓋体6とその上面に
突設された貫通管7とにより構成される。また貫通管7
にはPC緊張材Bが挿入される貫通孔7aが設けられ、
この貫通孔7aによりPC緊張材Bが型枠10の外側に張
り出した状態で型枠10に取り付けられる。
The frame attachment 2 is detachably screwed to the tubular body 4 of the fixing tool 1 to open and close it, and is composed of a lid 6 and a through pipe 7 projecting from the upper surface thereof. Through tube 7
Is provided with a through hole 7a into which the PC tension material B is inserted,
The PC tension member B is attached to the mold 10 in a state of protruding to the outside of the mold 10 through the through hole 7a.

蓋体6は円板状で、前記筒体4の内面に螺合可能なよう
に、その外周にネジ部6aが刻設されている。
The lid 6 is disc-shaped and has a threaded portion 6a formed on the outer periphery thereof so as to be screwed onto the inner surface of the cylindrical body 4.

また貫通管7の先端部外周にはネジ部7bとナット8と
によりなる係止部9が設けられている。
Further, a locking portion 9 including a screw portion 7b and a nut 8 is provided on the outer periphery of the distal end portion of the through tube 7.

次に、PC鋼材の定着装置Aを使用した定着方法につい
て説明する。
Next, a fixing method using the fixing device A for PC steel will be described.

まず初めに、第3図に示すようにPC緊張材の定着装置
Aを型枠10に取り付けるため、定着具1と型枠取付具2
とを螺着して一体化した後に、定着具1におけるシース
接続管5の先端部外周にシースbの先端部を挿入して定
着装置Aと連結する。
First, as shown in FIG. 3, in order to attach the fixing device A of the PC tension member to the mold 10, the fixing tool 1 and the mold fitting 2 are attached.
After screwing and integrating with each other, the distal end portion of the sheath b is inserted into the outer periphery of the distal end portion of the sheath connecting tube 5 in the fixing tool 1 and connected to the fixing device A.

この時PC緊張材Bは貫通管7の貫通孔7aに差し通さ
れるとともに、筒体4内のPC緊張材Bにはチャック11
a及びコッター11bよりなるPC緊張材用定着体11が取
り付けられる。そして型枠取付具2の貫通管7を型枠10
の通孔10aに挿入するとともに、係止部9のネジ部7b
にナット8を螺合して定着装置Aと締め付けることによ
り、PC緊張材Bが型枠10から張り出された状態で固定
される。この張り出し部はジャッキ12の緊張代aとな
り、約2mの長さが必要とされる。
At this time, the PC tension material B is inserted into the through hole 7a of the through tube 7, and the PC tension material B in the tubular body 4 is chucked by the chuck 11.
A fixing member for PC tension material 11 including a and a cotter 11b is attached. Then, the through pipe 7 of the form fitting 2 is attached to the form 10
The screw portion 7b of the locking portion 9 while being inserted into the through hole 10a of
By screwing the nut 8 onto the fixing device A and tightening it, the PC tension member B is fixed in a state of being projected from the mold 10. This overhanging portion serves as a tension allowance a for the jack 12 and requires a length of about 2 m.

そしてこの型枠10内にコンクリートmを打設し、該コン
クリートmの硬化後に型枠10を解体するとともに、型枠
取付具2を定着具1から外し、然る後にジャッキ12を取
り付ける。
Then, concrete m is placed in the mold 10, the mold 10 is dismantled after the concrete m is hardened, the mold fixture 2 is removed from the fixing tool 1, and then the jack 12 is attached.

そして第4図に示すように緊張代aをつかみジャッキ12
で緊張するとともに、ジャッキ12におけるコッター押し
12aでPC緊張材用定着体11のコッター11bが支圧板3
側に押されて、PC緊張材Bの緊張がゆるまないように
定着する。
Then, as shown in FIG.
I was nervous and pressed the cotter on the jack 12.
At 12a, the cotter 11b of the PC tension member fixing body 11 is the bearing plate 3
It is pushed to the side and fixed so that the tension of the PC tension material B is not loosened.

次に第5図に示すように、緊張代aを筒体4の上端部近
傍で切断し、該筒体4にグラウト注入キャップ13を接続
するとともに、グラウト注入装置(図示せず)により筒
体4を介してシースb内にグラウト液nを注入する。
Next, as shown in FIG. 5, the tension allowance a is cut in the vicinity of the upper end of the cylindrical body 4, the grout injection cap 13 is connected to the cylindrical body 4, and the cylindrical body is cut by a grout injection device (not shown). The grout liquid n is injected into the sheath b through the nozzle 4.

この際、支圧板3にはグラウト注入孔3bが筒体4の内
周側に2つ設けられているため、PC緊張材用定着体11
で塞がれることがない。
At this time, since the pressure bearing plate 3 is provided with two grout injection holes 3b on the inner peripheral side of the tubular body 4, the PC tension member fixing body 11 is provided.
Will not be blocked by.

また、例え一つがPC緊張材用定着体11で塞がれたとし
ても、他とグラウト注入孔3bによりグラウト液nの注
入が可能となる。
Further, even if one is blocked by the PC tension member fixing body 11, the grout injection hole 3b can be used to inject the grout liquid n.

最後に第6図に示すように、筒体4内へグラウト液nを
充填した後に、グラウト注入キャップ13を筒体4から外
し、グラウトされていない残りの部分をモルタルで跡埋
めして定着作業を完了する。
Finally, as shown in FIG. 6, after the grout liquid n is filled in the cylinder 4, the grout injection cap 13 is removed from the cylinder 4, and the remaining ungrouted portion is filled with mortar to fix it. To complete.

(発明の効果) 本発明は以上のような構成にしたことにより下記の効果
を有する。
(Effects of the Invention) The present invention has the following effects due to the above configuration.

支圧板の一側面にはネジ部を有する筒体が、他側面
にはシース接続管が夫々備えられ、該支圧板には筒体と
シース接続管とを連通する通孔と該通孔を挟持した状態
のグラウト注入孔が設けられた定着具と、前記筒体に着
脱自在に設けられた型枠取付具とによりなり、該型枠取
付具が前記筒体のネジ部に離合された蓋体と、蓋体の上
面に突設された貫通管とによりなり、該貫通管にPC緊
張材が挿貫される貫通孔を備えるとともに、その先端部
に係止部を設けてPC緊張材の定着装置を構成したこと
により、PC緊張材が貫通管を介して型枠の外側に張り
出した状態で型枠に取り付けることができるので、カッ
プラーを使用し得ない緊張代の長いPC鋼線及びより線
や炭素繊維線及びより線等が使用可能な定着装置を提供
することができる。
A cylinder having a threaded portion is provided on one side surface of the pressure support plate, and a sheath connecting tube is provided on the other side surface thereof. The support plate sandwiches the through hole for communicating the cylinder body and the sheath connection tube and the through hole. A fixing member provided with a grout injection hole in the above state, and a form fitting member detachably attached to the cylinder body, and the mold fitting member is attached to the screw portion of the cylinder body. And a through-tube projectingly provided on the upper surface of the lid body, the through-tube having a through-hole into which the PC tension material is inserted, and a locking portion provided at the tip end thereof to fix the PC tension material. By constructing the device, the PC tension member can be attached to the mold in a state of being bulged to the outside of the mold via the through pipe, so that a PC steel wire and a stranded wire with a long tension allowance that cannot use a coupler. It is possible to provide a fixing device in which carbon fiber wire, stranded wire, and the like can be used.

定着具と型枠取付具とによりなる定着装置により型
枠内に配置されたPC緊張材を、その両端部が緊張代と
して型枠の外側に突出させた状態で型枠に取り付けると
ともに、該型枠内の打設コンクリートの硬化後に前記型
枠取付具を型枠の解体とともに定着具から取り外し、前
記緊張代をつかんでジャッキで緊張定着した後に切断
し、然る後シース内にグラウト液を注入して定着したこ
とにより、カップラを使用し得ないPC鋼より線や炭素
繊維より線等による緊張定着等も容易かつ迅速に行うこ
とができるので、緊張定着作業の短縮化及び能率化を図
ることができる。
A PC tension member arranged in the mold by a fixing device including a fixing tool and a mold mounting tool is attached to the mold with both ends thereof protruding outside the mold as a tension allowance, and After the casting concrete in the frame has hardened, the formwork fixture is disassembled together with the formwork dismantling from the fixing device, the tension allowance is grabbed and the jack is tensioned and fixed, and then cut, and then the grout liquid is injected into the sheath. Since it is fixed in place, tension fixing with PC steel strands or carbon fiber strands, which cannot use a coupler, can be easily and quickly performed, so that the tension fixing work can be shortened and streamlined. You can

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

第1図は本発明のPC鋼材の定着装置の断面図、第2図
は型枠取付具を外した状態の断面図、第3図至乃第6図
は定着方法を示す断面図、第7図は従来例を示す断面図
である。 A……PC鋼材の定着装置、B……PC鋼材 a……緊張代、b……シース m……コンクリート、n……グラウト液 1……定着具、2……型枠取付具 3……支圧板、3a……通孔 3b……グラウト注入孔、4……筒体 4a……ネジ部、5……シース接続管 6……蓋体、7……貫通管 7a……貫通孔、7b……ネジ部 8……ナツト、9……係止部 10……型枠 11……PC緊張材用定着体、12……ジャッキ 12a……コッター押し 13……グラウト注入用キャップ
FIG. 1 is a cross-sectional view of a fixing device for PC steel material of the present invention, FIG. 2 is a cross-sectional view with a form fitting removed, and FIGS. 3 to 6 are cross-sectional views showing a fixing method. The figure is a cross-sectional view showing a conventional example. A: PC steel fixing device, B: PC steel a ... Tension allowance, b ... Sheath m ... Concrete, n ... Grout liquid 1 ... Fixing tool, 2 ... Form fitting 3 ... Pressure bearing plate 3a ... through hole 3b ... grout injection hole, 4 ... cylindrical body 4a ... screw part, 5 ... sheath connecting pipe 6 ... lid body, 7 ... through pipe 7a ... through hole, 7b ...... Screw part 8 ...... Nut, 9 ...... Locking part 10 ...... Formwork 11 ...... Fixing body for PC tension material, 12 ...... Jack 12a ...... Cotter pressing 13 ...... Grout injection cap

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】定着具と型枠取付具とによりなる定着装置
によりPC緊張材を、その両端部が緊張代として型枠の
外側に突出された状態で型枠に取り付けるとともに、該
型枠内の打設コンクリートの硬化後に前記型枠取付具を
型枠の解体とともに定着具から取り外し、前記緊張代を
つかんでジャッキで緊張定着した後に切断し、然る後シ
ース内にグラウト液を注入して定着、跡埋めすることを
特徴とするPC緊張材の定着方法。
1. A PC tension member is attached to a mold by means of a fixing device comprising a fixing tool and a mold mounting tool, with both ends of the PC tension member protruding outside the mold as a tension margin, and inside the mold. After the setting concrete is cured, the mold mounting tool is removed from the fixing tool together with the dismantling of the mold, the tension allowance is grasped, the jack is tensioned and fixed by the jack, and then cut, and then the grout liquid is injected into the sheath. Fixing method for PC tension material characterized by fixing and filling in.
【請求項2】支圧板の一側面にはネジ部を有する筒体
が、他側面にはシース接続管が夫々備えられ、該支圧板
には筒体とシース接続管とを連通する通孔と該通孔を挟
持した状態のグラウト注入孔が設けられた定着具と、前
記筒体に着脱自在に設けられた型枠取付具とによりな
り、該型枠取付具が前記筒体のネジ部に螺合された蓋体
と、蓋体の上面に突設された貫通管とによりなり、該貫
通管にPC緊張材が挿通される貫通孔を備えるととも
に、その先端部に係止部を設けたことを特徴とするPC
緊張材の定着装置。
2. A pressure bearing plate is provided with a tubular body having a threaded portion on one side and a sheath connecting pipe is provided on the other side, and the bearing plate has a through hole for communicating the tubular body and the sheath connecting pipe. A fixing tool provided with a grout injection hole sandwiching the through hole, and a form fitting tool detachably provided on the cylinder body, wherein the form fitting tool is attached to a screw portion of the cylinder body. A lid body screwed together and a through-tube projectingly provided on the upper surface of the lid body were provided with a through-hole into which the PC tension material was inserted, and a locking portion was provided at the tip thereof. PC characterized by
Tension material fixing device.
JP27310988A 1988-10-31 1988-10-31 Fixing method of PC tension material and fixing device thereof Expired - Fee Related JPH0625459B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27310988A JPH0625459B2 (en) 1988-10-31 1988-10-31 Fixing method of PC tension material and fixing device thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27310988A JPH0625459B2 (en) 1988-10-31 1988-10-31 Fixing method of PC tension material and fixing device thereof

Publications (2)

Publication Number Publication Date
JPH02120452A JPH02120452A (en) 1990-05-08
JPH0625459B2 true JPH0625459B2 (en) 1994-04-06

Family

ID=17523256

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27310988A Expired - Fee Related JPH0625459B2 (en) 1988-10-31 1988-10-31 Fixing method of PC tension material and fixing device thereof

Country Status (1)

Country Link
JP (1) JPH0625459B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004003316A1 (en) * 2002-06-26 2004-01-08 Sika Technology Ag Device and method for the reinforcing of support structures
JP5680357B2 (en) * 2010-09-08 2015-03-04 株式会社カシマ製作所 Main reinforcement jig for precast concrete formwork and method for producing precast concrete member using the same

Also Published As

Publication number Publication date
JPH02120452A (en) 1990-05-08

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