JPH02240374A - Simultaneous stretching controller for pc steel wire - Google Patents

Simultaneous stretching controller for pc steel wire

Info

Publication number
JPH02240374A
JPH02240374A JP1059189A JP5918989A JPH02240374A JP H02240374 A JPH02240374 A JP H02240374A JP 1059189 A JP1059189 A JP 1059189A JP 5918989 A JP5918989 A JP 5918989A JP H02240374 A JPH02240374 A JP H02240374A
Authority
JP
Japan
Prior art keywords
tension
steel wire
movable frame
jack
elongation
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
JP1059189A
Other languages
Japanese (ja)
Inventor
Akira Nagao
晃 長尾
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.)
JOBAN KOSAN KK
Original Assignee
JOBAN KOSAN 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 JOBAN KOSAN KK filed Critical JOBAN KOSAN KK
Priority to JP1059189A priority Critical patent/JPH02240374A/en
Publication of JPH02240374A publication Critical patent/JPH02240374A/en
Pending legal-status Critical Current

Links

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  • Reinforcement Elements For Buildings (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

PURPOSE:To attain safe, rapid and positive execution by automatically controlling the quantity of elongation and stretching force of a PC steel wire by a central control room computer while being compared and arithmetically operated to each deviation upper limit value and lower limit value. CONSTITUTION:A load cell 7 is installed to a jack 4, and stretching force applied to a PC steel wire 6 during a stretching process and after the completion of stretching can be measured while a displacement gage 8 is mounted and the quantity of elongation of the steel wire 6 can be measured. The load cell 7, the displacement gage 8 and the control unit 9 of a hydraulic pump 5 are connected to a personal computer 10. Design conditions are input to the personal computer 10, and the allowable deviation ranges of stretching force and the quantity of elongation are operated arithmetically, and displayed to a display 11. The pump 5 is controlled while checking a measured value, and the jack 4 is stopped automatically when the measured value reaches a desired value. Accordingly, execution can be conducted extremely safely and accurately and rapidly.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

本発明は、PC鋼線の同時緊張時における伸び量と緊張
力を中央管理室で自動制御すると共に、PC鋼線緊張管
理図を自動的に作成するPCH線の同時緊張管理装置に
関する。
The present invention relates to a PCH wire simultaneous tension management device that automatically controls the amount of elongation and tension of a PC steel wire during simultaneous tension in a central control room, and automatically creates a PC steel wire tension control chart.

【従来の技術】[Conventional technology]

引張力に耐えるように圧縮力を付与したプレストレスト
コンクリート製品は例えばスラブ積用の橋桁として製作
され、その導入緊張力についてはJISに規定がなされ
ている。メーカーでは各製品別のPCgC緊線状態を記
録した管理図を作成し、製品と共に顧客に渡している。 かかるPC鋼線緊張管理図を作成し且つ同時緊張作業を
管理する従来のやり方について述べると、固定側ポスト
と移動枠との間に複数のPCM線を一本ずつ仮緊張定着
したのち、大型電動ジヤツキを操作して移動枠を強制的
に移動させて同時緊張を最終緊張まで行い、このときの
伸び量を作業員が現場で測定してグラフ上に手書きてプ
ロットしていた。また施工条件から計算上の伸び量を求
めておいて、ΔPI定値が計算上の伸び量に対して一般
に5%の偏差範囲内にあることを確認し、若し偏差範囲
を越える場合には、装置を停止して原因を追及排除し、
再度緊張を行うようにしていた。
Prestressed concrete products that have been given compressive force so as to withstand tensile force are manufactured, for example, as bridge girders for slab construction, and the introduced tension force is specified in JIS. Manufacturers create control charts that record the PCgC strain status for each product and hand them to customers along with the products. The conventional method of creating such a PC steel wire tension management chart and managing simultaneous tensioning work is to temporarily tension a plurality of PCM wires one by one between the stationary post and the movable frame, and then A jack was operated to forcibly move the moving frame and simultaneous tension was applied to the final tension.The amount of elongation at this time was measured by a worker on site and plotted by hand on a graph. Also, calculate the calculated amount of elongation from the construction conditions, and check that the ΔPI constant value is generally within a 5% deviation range from the calculated elongation. If it exceeds the deviation range, Stop the equipment, investigate and eliminate the cause,
I was trying to get nervous again.

【発明が解決しようとする課題】[Problem to be solved by the invention]

上記した装置で、最終緊張達成後は固定用ナツトを締め
てジヤツキより固定用ナツトへの移し替えを行っている
が、その際に緊張力が少し減少したり、また、固定側ポ
スト等の微小な移動によってテンションベット全体とし
て時間経過に伴う短縮といった現象により、導入直前の
緊張力は最終緊張力より小さくなっているのが常である
。ところがその低下量を検出する手段を欠いていたので
、現状では最終緊張力のまま導入されたとして処理して
いた。また、データをとるため緊張機本体近くに作業員
がいたため、仮緊張定着作業の不備或いはpcfr4線
の不良等で緊張途中のPC鋼線が外れたり切断したりし
て、そのPcm線が作業員を直撃するという重大事故に
繋がる危険性が潜在的にあった。 本発明が解決しようとする課題は、斜上のような不都合
を解消することができる装置、具体的には、緊張ツノの
決定(計算結果の出力)、ポンプ作動、測定、ジヤツキ
作動(管理限界内の確認)、最終緊張力の検出、停止、
緊張力の保持、結果出力といった一連の作業を、緊張機
本体から離れた場所に設置されたコンピューターのキー
ボードを操作することにより行うことができる装置を提
供することにある。
With the above-mentioned device, after the final tension is achieved, the fixing nut is tightened and the tension is transferred from the jack to the fixing nut. Due to the phenomenon that the tension bed as a whole shortens over time due to movement, the tension immediately before introduction is usually smaller than the final tension. However, since there was a lack of a means to detect the amount of decrease, it was currently treated as if the final tension had been introduced. In addition, because there were workers near the tensioning machine to take data, the PC steel wire during tensioning could come off or break due to a defect in the temporary tension fixing work or a defective PCFR4 wire, and the Pcm wire could not be used during the work. There was a potential risk of a serious accident resulting in a direct hit to someone. The problem to be solved by the present invention is to develop a device that can eliminate the inconveniences such as tilting. (confirmation within), detection of final tension, stop,
To provide a device capable of performing a series of operations such as maintaining tension and outputting results by operating a keyboard of a computer installed at a location away from the tensioning machine body.

【課題を解決するための手段】[Means to solve the problem]

本発明は、固定側ポストと可動枠の間に張った複数本の
PC鋼線を、可動枠に装着したジヤツキが可動側ポスト
の面を押圧して緊張するPC鋼線の緊張装置において、
第1図に示された構成とすることによって、所期の目的
を達成したものである。即ち、ジヤツキに自装した荷重
検出手段(ロードセル)と、可動枠移動量検出手段(変
位計)と、設計条件入力に対応してPcm線の緊張力と
伸び量の偏差範囲である上限値と下限値および目標緊張
力を演算する演算手段と、前記ロードセルと変位計の計
測値を前記偏差範囲と比較して、オーバーした場合には
前記目標緊張力に対する到達度と比較し、所定の到達度
に到達しているときにのみジヤツキ停止信号を送出する
と共に、前記ロードセルと変位計の計測値を前記目標緊
張力と比較して、目標緊張力に到達したとき油圧ポンプ
停止信号を発する緊張様作動信号発生手段と、前記演算
手段に連結されたPC鋼線緊張管理図作図用のプロッタ
を備えたものである。
The present invention provides a tensioning device for a PC steel wire in which a jack attached to a movable frame presses a surface of a movable post to tension a plurality of PC steel wires stretched between a fixed side post and a movable frame.
By adopting the configuration shown in FIG. 1, the intended purpose has been achieved. That is, the load detection means (load cell) installed on the jack, the movable frame movement amount detection means (displacement meter), and the upper limit value that is the deviation range of the tension force and elongation of the Pcm line corresponding to the design condition input. A calculation means for calculating a lower limit value and a target tension force, and a calculation means that compares the measured values of the load cell and the displacement meter with the deviation range, and if it exceeds the deviation range, compares it with the degree of attainment of the target tension force, and calculates a predetermined degree of attainment. A tension-like operation that sends a jerk stop signal only when the tension reaches the target tension, compares the measured values of the load cell and displacement meter with the target tension, and issues a hydraulic pump stop signal when the target tension is reached. The apparatus is equipped with a signal generating means and a plotter for plotting a PC steel wire tension control diagram connected to the calculating means.

【作 用】[For use]

ジヤツキに直接組込んだ荷重検出手段であるロードセル
で、緊張工程中のみならず、終了後の緊張力を検出でき
ることになり、より正確な管理に反映させることができ
る。比較的面倒な緊張計算はパソコンの操作で迅速に行
え、計算結果の出力と同時に、荷重指度に対する伸び量
の許容範囲内の荷重を与えている計測過程はデイスプレ
ィ上で確認できる。計測の途中において計測値が偏差範
囲を逸脱するようなことがあると、そのときの緊張力が
目標緊張力の例えば50%以上のときには自動的にジヤ
ツキを停止させ、入力ミス等による過緊張を察知するこ
とによって安全確保がなされる。50%以下なら引き続
いて更に緊張を継続させるといった具合に、50%に到
達しているか否かによって、自動的に対処手段を変える
The load cell, which is a load detection means directly incorporated into the jack, can detect the tension force not only during the tensioning process but also after the tensioning process is completed, which can be reflected in more accurate management. Relatively troublesome tension calculations can be quickly performed using a computer, and at the same time as the calculation results are output, the measurement process that ensures that the load is within the allowable range of elongation relative to the load index can be confirmed on the display. If the measured value deviates from the deviation range during measurement, and the tension at that time is, for example, 50% or more of the target tension, the jacking will be automatically stopped to prevent excessive tension due to input errors, etc. Safety is ensured by sensing. If it is below 50%, the method of coping will automatically change depending on whether it has reached 50%, such as continuing to maintain the tension.

【実 施 例】【Example】

第4図に、pcff4線の同時緊張装置の全体図を示し
ている。可動枠3に装着したジヤツキ4が油圧ポンプ5
から送られてくる油圧によって可動側ボスト2の面を押
すように伸長すると、固定側ポスト1と可動枠3の間に
張られた複数本のPC鋼線6が緊張される。この点では
従来の緊張機本体と変わっていない。また、作業員の手
によってPC鋼線6を固定側ボスト1と可動枠3の間に
一本ずつ配置し、その両端部をそれぞれ固定する仮緊張
定着作業の後、可動枠3による同時緊張を行い、緊張完
了後は鉄筋、型枠を組み、コンクリートを打設し、続い
てコンクリートの養生を行って、強度が発現する翌日あ
たりに脱型し、移動枠3を初めの位置に戻して導入、P
C鋼線切り離し、製品搬出を行う点についても、従来と
変わりはない。 しかし、この発明の装置では、ジヤツキ4には荷重検出
手段であるロートセルフが装着されていて、緊張工程中
或いは緊張工程終了後のPC鋼線6に加わる緊張力を測
定することができるようになっている。また、可動枠3
と作業床間には可動枠移動量検出手段である例えば巻き
込み型の変位計8を設けて、PC鋼線6の伸び量を測定
するようになっている。ロードセル7と変位計8は、そ
れぞれアンプ14.14とA/D変換ボード15を介し
てパソコン10に連結され、また、油圧ポンプ5の制御
ユニット9は入出力ボード16を介してパソコン10と
連結されている。第4図中、11はデイスプレィ、12
はプロッタ、13はプリンタである。 コンピュータ10によって行われる機能について、第2
図のフローチャートに従って説明すると、以下の通りで
ある。 施工条件の決定によって定まる設計条件をキーボードの
操作でパソコン10に入力する(ステップ21)。設計
条件の決定で定まる定数としては、JISによって定め
られている導入緊張力PI、仮緊張作業で与えるPC1
il線−本当たりの仮緊張力pの他、使用PC鋼線に関
する断面積Ap、有効長し2弾性係数Ep1本数N、温
度に関するPC鋼線の線膨張係数α、養生時の最高温度
TI、緊張時の外気温度T2.温度補正係数C,コネク
タに関する個数NC,抜き出しtx及びセットロスΔL
といったものがある。これらの定数をキーボードの操作
でパソコン]0に人力して、演算処理手段によって、以
下の計算式に基ずく演算を行う(ステップ22)。 Pl−ΔL x Epx Ap/ L 。 P2−αX EpX (Tl−T2) X CX Ap
。 Pt−Pl+ P2 から、 目標緊張力ΣP = (Pl+Pt) X Nが、また
、 δ−(Pi+Pt) X L/^pXEp。 δc−NCXX から、 総伸び量−δ+δC が、更に、偏差範囲の許容値を例えば5%とすることで
、上限値と下限値が演算される。 上記した演算が終了すると、デイスプレィ11には偏差
範囲グラフの表示(ステップ23)がなされ、またパソ
コン10から油圧ポンプ5の制御ユニット9に始動信号
を伝達して、油圧ポンプ5の起動、ジヤツキ4の作動に
よる移動枠3の移動でPC鋼線6を緊張する本緊張が開
始される(ステップ24)。本緊張工程中は計測値が偏
差範囲からオーバーしていないかどうかのチェックがな
され(ステップ25) オバーした場合には目標緊張力
の例えば50%に到達しているかどうかがチェックされ
る(ステップ26)。若し目標緊張力の50%に到達し
ているときは、パソコン10から油圧ポンプ5の制御ユ
ニット9にジヤツキ停止信号を伝達して送油を中断させ
、ジヤツキ4を自動停止させる(ステップ27)。50
%に到達していないときは引き続き緊張を継続させる。 本緊張工程中は、また、計測値が目標緊張力に到達した
かどうかのチェックがなされ(ステップ2つ)、目標緊
張力に達したならばパソコン10から油圧ポンプ5の制
御ユニット9に停止信号を伝達して、油圧ポンプ5、ジ
ヤツキ4を自動停止する(ステップ29)。そして第4
図のプロッタ12で横軸に伸び量を、縦軸に緊張力をと
ったPCIC緊線管理図を作図する(ステップ30)。 第3図はPCMC緊線管理図の一例であって、二つの点
線で上限値と下限値を、実線で計71111 Mを示し
ている。また要すれば緊張計算書作成をプリンタ13に
よって行うことができる。
FIG. 4 shows an overall diagram of the PCFF4 line simultaneous tensioning device. A jack 4 attached to the movable frame 3 is a hydraulic pump 5
When the surface of the movable post 2 is pushed and extended by the hydraulic pressure sent from the fixed post 1 and the movable frame 3, the plurality of PC steel wires 6 stretched between the fixed post 1 and the movable frame 3 are tensed. In this respect, it is no different from the conventional tensioning machine itself. In addition, after the temporary tension fixing work in which the PC steel wires 6 are placed one by one between the fixed side boss 1 and the movable frame 3 by hand, and both ends of the wires are fixed, the simultaneous tension is applied by the movable frame 3. After tensioning is completed, reinforcing bars and formwork are assembled, concrete is poured, the concrete is then cured, and the next day when its strength is achieved, it is removed from the mold, and the movable frame 3 is returned to its original position and introduced. , P
There is no difference from the conventional method in terms of cutting the C steel wire and transporting the product. However, in the device of the present invention, the jack 4 is equipped with a rotor self, which is a load detection means, so that the tension force applied to the PC steel wire 6 during or after the tensioning process can be measured. It has become. In addition, movable frame 3
For example, a roll-in type displacement meter 8, which is a means for detecting the amount of movement of the movable frame, is provided between the work floor and the work floor to measure the amount of elongation of the PC steel wire 6. The load cell 7 and displacement meter 8 are connected to a personal computer 10 via an amplifier 14, 14 and an A/D conversion board 15, respectively, and the control unit 9 of the hydraulic pump 5 is connected to a personal computer 10 via an input/output board 16. has been done. In Figure 4, 11 is the display, 12
is a plotter, and 13 is a printer. Regarding the functions performed by the computer 10, the second
The explanation will be as follows according to the flowchart in the figure. The design conditions determined by the determination of the construction conditions are input into the personal computer 10 by operating the keyboard (step 21). The constants determined by determining the design conditions are the introduced tension force PI specified by JIS, and the PC1 given in the temporary tension work.
In addition to the temporary tension p per il wire, the cross-sectional area Ap of the PC steel wire used, the effective length 2 the elastic modulus Ep 1 the number N, the linear expansion coefficient α of the PC steel wire with respect to temperature, the maximum temperature TI during curing, Outside air temperature during stress T2. Temperature correction coefficient C, number NC of connectors, extraction tx and set loss ΔL
There is such a thing. These constants are manually entered into the personal computer 0 using the keyboard, and the arithmetic processing means performs calculations based on the following calculation formula (step 22). Pl-ΔL x Epx Ap/L. P2-αX EpX (Tl-T2) X CX Ap
. From Pt-Pl+ P2, the target tension force ΣP = (Pl+Pt) X N is also δ-(Pi+Pt) X L/^pXEp. From δc−NCXX, the total elongation amount −δ+δC is further calculated, and the upper limit value and lower limit value are calculated by setting the allowable value of the deviation range to, for example, 5%. When the above-mentioned calculation is completed, a deviation range graph is displayed on the display 11 (step 23), and a start signal is transmitted from the personal computer 10 to the control unit 9 of the hydraulic pump 5 to start the hydraulic pump 5 and adjust the jack 4. The main tensioning of the PC steel wire 6 is started by the movement of the moving frame 3 due to the operation of (step 24). During the main tensioning process, a check is made to see if the measured value exceeds the deviation range (step 25). If it does, it is checked to see if it has reached, for example, 50% of the target tension (step 26). ). If 50% of the target tension has been reached, a jack stop signal is transmitted from the computer 10 to the control unit 9 of the hydraulic pump 5 to interrupt oil supply and automatically stop the jack 4 (step 27). . 50
If the percentage has not been reached, continue to maintain tension. During the main tensioning process, a check is also made to see if the measured value has reached the target tension (two steps), and if the target tension has been reached, a stop signal is sent from the personal computer 10 to the control unit 9 of the hydraulic pump 5. is transmitted, and the hydraulic pump 5 and jack 4 are automatically stopped (step 29). and the fourth
A PCIC tension control chart is drawn using the plotter 12 in which the horizontal axis represents the amount of elongation and the vertical axis represents the tension force (step 30). FIG. 3 is an example of a PCMC strain management chart, in which two dotted lines indicate an upper limit and a lower limit, and a solid line indicates a total of 71111 M. Further, if necessary, a tension calculation statement can be created using the printer 13.

【発明の効果】【Effect of the invention】

この発明では、ジヤツキに荷重検出手段であるロードセ
ルを直接組込んだから、緊張工程中の緊張力検出と検出
結果を利用した制御は勿論、最終緊張達成後に生じた緊
張力低下量を検出して、これに基ずきより正確な管理を
行うことが可能である。また、パソコンの操作で緊張計
算および偏差範囲の演算が迅速に行え、計n1過程はデ
イスプレィ上で確認できるし、目標緊張力に到達すると
ジヤツキを自動的に停止し、PC鋼線緊張管理図をプロ
ッタで作成が可能である。 しかも計測の途中において計測値が偏差範囲を逸脱する
ようなことがあると、そのときの緊張力が目標緊張力に
対してどの程度であるかによって、自動的にジヤツキを
停止させ、これによって人力ミス等による過緊張を察知
することができ、安全の確保が可能となるし、また未だ
緊張を継続させても安全である場合には引き続き緊張を
継続させることで稼動効率を挙げるようにできる。そし
て仮緊張以後の一連の作業は緊張機本体より離れた中央
管理室で操作可能であるから、安全対策上、極めて有効
である等、この発明はPC鋼線の同時緊張管理装置とし
て甚だ有効である。
In this invention, since the load cell, which is a load detection means, is directly incorporated into the jack, it is possible to detect the tension force during the tensioning process and control using the detection result, as well as to detect the amount of decrease in tension force that occurs after the final tension is achieved. Based on this, more accurate management is possible. In addition, tension calculations and deviation range calculations can be quickly performed using a PC, and the total n1 process can be confirmed on the display. When the target tension is reached, the jacking is automatically stopped and a PC steel wire tension control chart is displayed. It can be created using a plotter. Furthermore, if the measured value deviates from the deviation range during measurement, the jacking will be automatically stopped depending on how much the tension force at that time is relative to the target tension force, and this will allow manual effort. It is possible to detect overstress due to mistakes, etc., thereby ensuring safety, and if it is still safe to continue tensioning, it is possible to increase operational efficiency by continuing to maintain tension. Moreover, since the series of operations after preliminary tensioning can be performed in a central control room that is separate from the main body of the tensioning machine, it is extremely effective in terms of safety measures, and this invention is extremely effective as a simultaneous tensioning control device for PC steel wire. be.

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

第1図はこの発明の概略構成を示すブロック図、第2図
はフローチャート、第3図はpcm線緊張管理図の一例
である。第4図は、PC鋼線の同時緊張管理装置全体の
説明図である。 1・・・固定側ポスト、2・・・可動側ポスト、3・可
動枠、4・・・ジヤツキ、6・・・PC鋼線、7・・・
荷重検出手段、8・・・可動枠移動量検出手段、12・
・・プロッタ、A・・・演算手段、B・・・緊張機作動
信号発生手段。 特許出願人    常磐興産株式会社 代  理  人          尾  股  行 
 雄@2 ■ 笛 図 (中 び ;jg  (mm )
FIG. 1 is a block diagram showing a schematic configuration of the present invention, FIG. 2 is a flowchart, and FIG. 3 is an example of a PCM line tension management chart. FIG. 4 is an explanatory diagram of the entire simultaneous tension management device for PC steel wire. 1... Fixed side post, 2... Movable side post, 3... Movable frame, 4... Jacket, 6... PC steel wire, 7...
Load detection means, 8... Movable frame movement amount detection means, 12.
... Plotter, A... Calculating means, B... Tension machine operation signal generating means. Patent applicant: Tokiwa Kosan Co., Ltd. Agent: Yuki Omata
Male @2 ■ Flute diagram (middle; jg (mm)

Claims (1)

【特許請求の範囲】[Claims] 1、固定側ポストと可動枠の間に張った複数本のPC鋼
線を、可動枠に装着したジャッキが可動側ポストの面を
押圧して緊張するPC鋼線の緊張装置において、ジャッ
キに自装した加重検出手段と、可動枠移動量検出手段と
、設計条件入力に対応してPC鋼線の緊張力と伸び量の
偏差範囲である上限値と下限値および目標緊張力を演算
する演算手段と、前記加重検出手段と可動枠移動量検出
手段の計測値を前記偏差範囲と比較して、オーバーした
場合には前記目標緊張力に対する到達度をチェックし、
該目標緊張力の所定の到達度に到達しているときにのみ
ジャッキ停止信号を送出すると共に、前記加重検出手段
と可動枠移動量検出手段の計測値を前記目標緊張力と比
較して、該目標緊張力に到達したとき油圧ポンプ停止信
号を発する緊張機作動信号発生手段と、前記演算手段に
連結されPC鋼線緊張管理図を作図するプロッタを備え
たことを特徴とするPC鋼線の同時緊張管理装置。
1. In a PC steel wire tensioning device, a jack attached to the movable frame presses the surface of the movable post to tension multiple PC steel wires stretched between the fixed side post and the movable frame. a load detecting means, a movable frame movement amount detecting means, and a calculating means for calculating the upper and lower limits of the deviation range of the tension and elongation of the PC steel wire and the target tension in response to the design condition input. and comparing the measured values of the weight detecting means and the movable frame movement amount detecting means with the deviation range, and if it exceeds the deviation range, checking the degree to which the target tension has been achieved,
A jack stop signal is sent only when the target tension has reached a predetermined degree, and the measured values of the weight detection means and the movable frame movement amount detection means are compared with the target tension, A simultaneous use of a PC steel wire, characterized in that it is equipped with a tensioning machine operation signal generating means that issues a hydraulic pump stop signal when a target tension is reached, and a plotter connected to the calculation means and plotting a PC steel wire tension control chart. Tension management device.
JP1059189A 1989-03-10 1989-03-10 Simultaneous stretching controller for pc steel wire Pending JPH02240374A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1059189A JPH02240374A (en) 1989-03-10 1989-03-10 Simultaneous stretching controller for pc steel wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1059189A JPH02240374A (en) 1989-03-10 1989-03-10 Simultaneous stretching controller for pc steel wire

Publications (1)

Publication Number Publication Date
JPH02240374A true JPH02240374A (en) 1990-09-25

Family

ID=13106217

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1059189A Pending JPH02240374A (en) 1989-03-10 1989-03-10 Simultaneous stretching controller for pc steel wire

Country Status (1)

Country Link
JP (1) JPH02240374A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2794783A1 (en) * 1999-06-14 2000-12-15 Gtm Construction METHOD AND DEVICE FOR TENSIONING A MULTI-CORE CABLE BETWEEN TWO ANCHORAGES
EP1691009A1 (en) * 2005-02-14 2006-08-16 Contec S.R.L. Streching machine of reinforcing cables for precompressed reinforced cement
ITVI20080203A1 (en) * 2008-08-29 2010-02-28 Contec Srl APPLICATION OF A SYSTEM FOR THE PROGRAMMING, CONTROL AND RECORDING OF THE PRECOMPRESSION LOAD ON REINFORCED CONCRETE ELEMENTS PRODUCTION LINES
JP2013515881A (en) * 2009-12-24 2013-05-09 ファウ・エス・エル・インターナツイオナール・アクチエンゲゼルシヤフト Method and system for adjusting multiple strands to equal tension
JP2015212466A (en) * 2014-05-01 2015-11-26 株式会社安藤・間 Thermal crack suppression system, and thermal crack suppression method
JP2022032780A (en) * 2020-08-14 2022-02-25 住友電気工業株式会社 Connector, connection structure, and method for manufacturing connection structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6121268A (en) * 1984-07-11 1986-01-29 鹿島建設株式会社 Apparatus for tensioning pc steel material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6121268A (en) * 1984-07-11 1986-01-29 鹿島建設株式会社 Apparatus for tensioning pc steel material

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2794783A1 (en) * 1999-06-14 2000-12-15 Gtm Construction METHOD AND DEVICE FOR TENSIONING A MULTI-CORE CABLE BETWEEN TWO ANCHORAGES
EP1061204A1 (en) * 1999-06-14 2000-12-20 GTM Construction S.A. Method and device for tensioning a multiple strand cable between two anchors
EP1691009A1 (en) * 2005-02-14 2006-08-16 Contec S.R.L. Streching machine of reinforcing cables for precompressed reinforced cement
ITVI20080203A1 (en) * 2008-08-29 2010-02-28 Contec Srl APPLICATION OF A SYSTEM FOR THE PROGRAMMING, CONTROL AND RECORDING OF THE PRECOMPRESSION LOAD ON REINFORCED CONCRETE ELEMENTS PRODUCTION LINES
JP2013515881A (en) * 2009-12-24 2013-05-09 ファウ・エス・エル・インターナツイオナール・アクチエンゲゼルシヤフト Method and system for adjusting multiple strands to equal tension
JP2015212466A (en) * 2014-05-01 2015-11-26 株式会社安藤・間 Thermal crack suppression system, and thermal crack suppression method
JP2022032780A (en) * 2020-08-14 2022-02-25 住友電気工業株式会社 Connector, connection structure, and method for manufacturing connection structure

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