TW200900204A - Method of preventing twisted breakage of wire in reinforcing bar binding machine - Google Patents

Method of preventing twisted breakage of wire in reinforcing bar binding machine Download PDF

Info

Publication number
TW200900204A
TW200900204A TW096147621A TW96147621A TW200900204A TW 200900204 A TW200900204 A TW 200900204A TW 096147621 A TW096147621 A TW 096147621A TW 96147621 A TW96147621 A TW 96147621A TW 200900204 A TW200900204 A TW 200900204A
Authority
TW
Taiwan
Prior art keywords
gradient value
value
torsion
torque
motor
Prior art date
Application number
TW096147621A
Other languages
Chinese (zh)
Inventor
Ichiro Kusakari
Takahiro Nagaoka
Original Assignee
Max 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 Max Co Ltd filed Critical Max Co Ltd
Publication of TW200900204A publication Critical patent/TW200900204A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/122Machines for joining reinforcing bars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/122Machines for joining reinforcing bars
    • E04G21/123Wire twisting tools

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Basic Packing Technique (AREA)

Abstract

To provide a method of preventing the twisted breakage of a wire in a reinforcing bar binding machine capable of surely performing binding without causing the twisted breakage of the wire by setting a gradient value of torque for ending twisting depending on whether or not it exceeds a preset threshold of twisting torque. In the method of preventing the twisted breakage of the wire in the reinforcing bar binding machine for binding reinforcing bars (a) with the wire 1 in which a change in the gradient value of the twisting torque of a motor 6 for driving a hook 9 holding the wire 1 for binding the reinforcing bars (a) in rotation is monitored and binding is ended when the gradient value of the twisting torque reaches a predetermined gradient value, it is determined whether or not the twisting torque of the motor 6 exceeds a predetermined threshold Ms, and when it exceeds the predetermined thresholds Ms, a predetermined gradient value is set larger, and if not, the predetermined gradient value is set smaller.

Description

200900204 九、發明說明: 【發明所屬之技術領域】 本發明’係有關於一種鋼筋綑紮機之控制方法及鋼筋 綑紮機’且特別有關於一種當以鐵線綑紮鋼筋時,於提高 綑紮力時鐵線不會斷裂之狀態下結束綑紮之防止鐵線扭2 斷裂法。 【先前技術】 當在建築物或構造物上施工鋼筋混凝土時,縱橫交錯 之鋼筋在以鐵線綑紮後,灌入混凝土。以鐵線所致之鋼筋 綑紮,係以鋼筋綑紮機來實施。在以鋼筋綑紮機所致之鐵 綑紮中,必須-邊防止鐵線扭曲斷裂,-邊確實綑紮鋼 肋。因此’在日本專利3227693號提案有防止鐵線扭曲斷 裂法。在這種鋼筋綑紮機中’於旋轉驅動鉤體之馬達旋轉 後’藉由㈣電流來每隔單位時間加以計測扭轉扭力,前 述鉤體係將鐵線加以把持者。於其扭轉扭力梯度值自增加 轉換成減)之時點上,將由前述扭轉裝置所致之扭轉鎖固 口月轉扭力梯度值自增加轉換成減少,係意味著鐵 線扭曲達到峰值。因此,在該相即使停止料,因為有 貫/f 乂、'困次會繼續進行,而有鐵線被扭曲斷裂之問題。 【發明内容】 其提供一種對應是否 於本發明一個以上之實施例中200900204 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a method for controlling a reinforcing bar binding machine and a reinforcing bar binding machine, and particularly relates to an iron for improving the binding force when the reinforcing bar is bundled with iron wire The wire is twisted and prevented from breaking when the wire is not broken. [Prior Art] When reinforced concrete is applied to a building or a structure, the criss-crossing bars are poured into the concrete after being bundled with iron wires. The reinforcement of the steel bars caused by the iron wire is carried out by a steel bar binding machine. In the iron bundling caused by the steel bar binding machine, it is necessary to prevent the iron wire from being twisted and broken, and the steel rib is indeed bundled. Therefore, the proposal of Japanese Patent No. 3227693 has a method of preventing twisting and breaking of iron wires. In such a reinforcing bar binding machine, 'the torque is rotated after the motor of the hook body is rotated', and the torsional torque is measured every unit time by the current of (4), and the hook system holds the wire by the hook system. At the point when the torsional torque gradient value is converted from increasing to decreasing, the torsional locking port torsion gradient value caused by the aforementioned torsion device is converted from decreasing to decreasing, which means that the twist of the wire reaches a peak. Therefore, even if the material is stopped in the phase, there is a problem that the iron wire is twisted and broken because there is a continuous /f 乂, 'sleepy time. SUMMARY OF THE INVENTION It provides a correspondence between one or more embodiments of the present invention.

7042-9310-PF 5 200900204 超過預先設定之扭轉扭力臨 之基準的扭力梯度值加以改 斷裂地確實實施綑紮的鋼筋 法。 限值’而將作為用於結束扭轉 變’藉此,能不發生鐵線扭轉 、、、困絮機中之防止鐵線扭轉斷裂 鋼筋綑紮機之控 當使用本發明一個以上之實_ @ 制方法係具有以下步驟。7042-9310-PF 5 200900204 The value of the torsion gradient exceeding the pre-set torsional torsion is corrected. The limit value 'will be used to end the torsion change', thereby preventing the wire from twisting, and preventing the wire from twisting and breaking the bar binding machine in the trapping machine. When using one or more of the present inventions The method has the following steps.

(1)將叙轉驅動鉤體 測’ β述釣體係將綑紮鋼 (2 )當前述扭轉扭力梯度值達到 紮加以結束。 之馬達的扭轉扭力梯度值加 筋之鐵線加以把持。 以計 既定梯度值時,將綑 (3 )判斷前述馬達之扛鲤如 扭轉扭力疋否超過既定臨限值。 在超過既定臨限值時及耒招禍 且町久木題過臨限值時,設定使前述既定 梯度值不同。 (4 )設定用於判斷當超過前述臨限值時將綑紮加以結(1) The driving hook body will be measured. The β-fishing system will bind the bundled steel (2) when the aforementioned torsional torque gradient value is reached. The twisting torque gradient of the motor is applied to the iron wire. In order to determine the predetermined gradient value, the bundle (3) determines whether the torque of the aforementioned motor, such as the torsional torque, exceeds a predetermined threshold. When the predetermined threshold value is exceeded and the fault is exceeded, the above-mentioned predetermined gradient value is set to be different. (4) The setting is used to judge that the bundle will be tied when the above threshold is exceeded.

束之扭力梯度值,比用於判斷當未超過臨限值時將綑紮加 以結束之扭力梯度值還要大。 而且,前述臨限值及前述梯度值也可以由使用者加以 改變。 又’ Sa限值與將綑紮加以結束之扭力梯度值,最好係 隨著綑紮力之設定而自動改變。 而且’也可以使前述臨限值與用於判斷將綑紮加以結 束之扭力梯度值’藉由分割成複數階段而較細小地設定綑 紮結束條件。. 當使用本發明一個以上實施例時,當判斷旋轉驅動將The torsion gradient value of the bundle is larger than the value of the torsion gradient used to judge the end of the bundle when the threshold is not exceeded. Moreover, the aforementioned threshold value and the aforementioned gradient value can also be changed by the user. Further, the value of the Sa limit and the value of the torsion gradient at which the bundling is completed are preferably automatically changed in accordance with the setting of the bundling force. Further, the above-described threshold value and the torque gradient value for judging the end of the bundling may be set to be finely set to the binding end condition by dividing into the complex phase. When using one or more embodiments of the present invention, when determining the rotational drive

7042-9310-PF 6 200900204 鐵線加以把持之 馬達之扭力梯戶=馬達扭轉扭力梯度值是否達到停业 值,改變停止:遠藉由扭轉扭力是否超過預設臨限 扭力就結==力梯度值基準。結果,會產生在小 束之情形。亦即,:Γ及在達到大扭力時將扭轉加以結 將•轉斷裂時結束扭轉,當在小扭力鐵線扭轉::在即 =_途,當判_紮已很充分時,能 f,:::扭力之大小(是否超過臨限值)來判斷停止细 :二,性對應綑紮狀況之鋼筋綑紮機的防止 範圍效果,係由參考實施例之記載及申請專利 【實施方式】 第1圖係本發明之典型 例之重要部位。此鋼筋綑紮 使捲裝在捲線筒7上之鐵線 送出之鐵線1捲返成線圈狀 線局部加以把持而扭轉鎖固 之鐵線將鐵線線圈1 a加以甘 置4及切斷裝置5係設於綑 動。 實施例,其表示鋼筋綑紮機一 機係具有:鐵線傳送裝置2, 1往前方送出;導臂3,使被 ,扭轉裝置4,將被捲返之鐵 ;以及切斷裝置5,自原先側 >斷。鐵線傳送裝置2、扭轉裝 务'機本體上,且以馬達6來作 開關14,在鋼筋a 12為ON,藉此, 在前述鋼筋綑紮機中,首先切入主 綑紮時’扣引扳機連桿8而使扳機開關7042-9310-PF 6 200900204 Torque ladder for the motor to be controlled by the wire = Whether the motor torsion torque gradient value has reached the stop value, change stop: far from the torsional torque exceeds the preset threshold torque == force gradient value Benchmark. As a result, it will occur in a small bundle. That is, Γ and when the large torque is reached, the torsion will be knotted. • When the rupture is broken, the twist is ended. When the twist is made at the small torsion line:: y = _ way, when the judgment is sufficient, f: ::The magnitude of the torsion (whether or not the threshold value is exceeded) is used to determine the stop detail: Second, the effect of the range of the reinforcing bar binding machine in the binding state is described in the reference example and the patent application [embodiment] An important part of a typical example of the present invention. The reinforcing bar bundles the iron wire 1 fed from the wire wound on the spool 7 into a coiled wire and is partially held and twisted and locked, and the wire coil 1 a is placed on the wire 4 and the cutting device 5 The system is set to be bundled. In an embodiment, it is shown that the reinforcing bar binding machine has: the wire conveying device 2, 1 is fed forward; the guiding arm 3, the torsion device 4, the iron to be retracted; and the cutting device 5, The original side > broken. The wire transfer device 2, the twisting device is mounted on the machine body, and the motor 6 is used as the switch 14, and the reinforcing bar a 12 is turned on. Therefore, in the above-mentioned reinforcing bar binding machine, when the main binding is first cut, the trigger trigger is connected. Rod 8 and trigger switch

7042-9310-PF 7 200900204 鐵線1藉由鐵線傳送裝置2自捲線筒7被送出。藉由導臂 3使鐵線1成線圈狀地捲繞在鋼筋a上後,扭轉裝置4會 作動。使鐵線線圈la局部以鉤體9抓住而扭轉,藉此,^ 筋a會被綑紮。而且’藉由切斷裝置5自 1机且J目原先側之鐵線i 將鐵線線圈1 a加以切斷。 將扭轉裝置 11,由計測 停止馬達6 在前述鋼筋綑紮機中設有:計測單元1 〇, 4之馬達6扭轉扭力加以計測;以及控制單元 單το計測之扭轉扭力來判斷綑紮結束之時點, 而結束綑紮。 第2圖係說明上述鋼筋綑紫機電氣構成之方塊圖。編 號ίο係計測單元,u係控制單元,12係板機開m係 電=組,14係主開關,15係將來自電池組之電恩轉換成作 動前述控制單元之電壓的DC-DC轉換器。 前述計测單元1〇,係串接在馬達6上,將馬達6之驅 動電流加以計測。藉由計測驅動電流,能監視馬達6扭轉 扭力之變化。前述計測單元1〇係由電阻元件構成,由前述 電阻元件之端子電麗求出在回路流動之驅動電流。而且, 計測早凡1G,也可以使用將由流動在回路之電流所致之磁 束加以測定而求出驅動電流的霍爾元件型電流该知器等。 以計測單,10計測之計測結果d係被輸人到控制單元u。 工制單兀η ’係以微處理機構成,依據常駐在内藏記 憶體中之控制程式爽a、杏ρ , 采夏視馬達6扭轉扭力之變化,同時, 控制將開關元件(例如功率電晶體)心〜⑽加以驅動之 焉ε動afL號e 1〜e 4,雜岳丨丨民、去e 控制馬46之旋轉速度·作動及停止,7042-9310-PF 7 200900204 The wire 1 is fed out from the spool 7 by the wire transfer device 2. After the wire 1 is wound around the reinforcing bar a by the guide arm 3, the twisting device 4 is actuated. The wire coil la is partially twisted by the hook body 9 to be twisted, whereby the rib a is bundled. Further, the wire coil 1a is cut by the cutting device 5 from the wire i on the original side of the J-machine. The torsion device 11 is provided by the measurement stop motor 6 in the reinforcing bar binding machine: the motor 6 of the measuring unit 1 〇, 4 is measured by the torsional torque; and the torsional torque measured by the control unit το is used to determine the point at which the bundling ends. End the strapping. Fig. 2 is a block diagram showing the electrical construction of the above-mentioned reinforcing steel bundle. No. ίο is a measurement unit, a u-system control unit, a 12-series panel open m-series=group, a 14-series main switch, and a 15-series converts the electrical energy from the battery pack into a DC-DC converter that operates the voltage of the aforementioned control unit. . The measuring unit 1A is connected in series to the motor 6, and the driving current of the motor 6 is measured. By measuring the drive current, it is possible to monitor the change in the torsional torque of the motor 6. The measurement unit 1 is composed of a resistance element, and the drive current flowing in the circuit is obtained from the terminal of the resistance element. Further, it is also possible to use a Hall element type current obtained by measuring a magnetic flux caused by a current flowing in a loop to measure a current of 1G. With the measurement list, the measurement result d measured by 10 is input to the control unit u. The engineering system 兀 ′′ is composed of a microprocessor, and according to the control program resident in the built-in memory, the acupressure ρ, the change of the torsion force of the motor 6 is controlled, and at the same time, the switching element (for example, power) is controlled. Crystal) heart ~ (10) to drive 焉 ε move afL number e 1 ~ e 4, miscellaneous Yue people, go e control horse 46 rotation speed · actuation and stop,

7042-9310-PF 200900204 前述開關元件16a〜16d係將施加馬達定子線圈之電壓加以 控制者。 則述控制單兀11 ’係使流動在前述馬達6中之電流的 變化,依據來自計時回路17之計時訊號t,在每經過單位 時間TU就計測驅動電流值,由此次測得之驅動電流值與上 次測得之驅動電流值來監視扭轉扭力梯度值。7042-9310-PF 200900204 The aforementioned switching elements 16a to 16d are controlled by applying a voltage of a motor stator coil. The control unit 11' is configured to change the current flowing in the motor 6, and according to the timing signal t from the timing circuit 17, the driving current value is measured every unit time TU, and the driving current measured by the current measurement. The value is compared to the last measured drive current value to monitor the torsional torque gradient value.

\,- 控制單70 11 ’係藉由隨著由鐵線所致之鋼筋扭轉鎖固 的進行’其扭轉鎖固會更強® ’而監視用於扭轉鐵線之馬 達6扭轉扭力的增大。在每隔單位時μ &言十測驅動電流 值,同時,由此次測得之驅動電流值與上次測得之驅動電 來監視扭轉扭力(驅動電流值)之梯度值Μ (η)。 'J述梯度值Ad ( η )達到既定梯度值時,判斷鋼筋綑紫 ’J"充刀藉由馬達6驅動訊號el被,開關元 件16a~16d也被〇FF而馬達6會停止。 曰而且’控制元件11在綑紮結束後,藉由將放開扳機連 杯8而扳機開關! 2成為〇FF當作條件,而判斷綑紮已經結 束藉由再度扣引扳機連桿8,馬達6驅動訊號e卜^會 再次被輸出,能對應下一次的綑紮作業。 以鐵線綑紮鋼筋時之馬達扭轉扭力之變化,如第3( a ) 圖馬達之驅動電流特性曲線所示’在扭轉開始時,鐵線並 不跟隨捲繞鋼筋’而扭轉扭力曲線之上升非常少或不穩 疋。在扭轉進行之同時’鐵線緊緊地捲繞鋼筋而扭轉扭力 ,巾扭轉扭力曲線之梯度會變大。當鐵線接近扭轉 斷裂時’扭轉扭力曲線會變得較緩和。當扭轉斷裂產生時,\,- Control unit 70 11 ' monitors the increase in torsional torque of the motor 6 for twisting the wire by performing the twisting and locking of the steel bar by the wire. . The drive current value is measured at every unit time, and the gradient value Μ(η) of the torsional torque (drive current value) is monitored from the measured drive current value and the last measured drive power. . When the gradient value Ad ( η ) reaches a predetermined gradient value, it is judged that the steel bundle purple 'J" is charged by the motor 6 to drive the signal el, the switching elements 16a to 16d are also 〇FF and the motor 6 is stopped.曰 and the control element 11 is triggered by the release of the trigger cup 8 after the end of the bundling! 2 becomes 〇 FF as a condition, and it is judged that the tying has been completed. By triggering the trigger link 8 again, the motor 6 driving signal e will be output again, which can correspond to the next tying operation. The change of the torsional torque of the motor when the steel wire is bundled with iron wire, as shown in the driving current characteristic curve of the motor of the 3rd (a) diagram, 'the wire does not follow the winding steel bar at the beginning of the torsion' and the torsion torque curve rises very much. Less or not. While the torsion is being carried out, the wire is tightly wound around the steel bar to twist the torsion, and the gradient of the torsional torsion curve of the towel becomes large. The torsional torque curve becomes more moderate as the wire approaches the torsional fracture. When a torsional fracture occurs,

7042-9310-PF 9 200900204 扭轉扭力曲線會開始下降。 因為:d力而M之變化中,有如扭轉扭力曲線G1所示, 情m (、雨米 即使扭轉扭力在低階段而產生扭轉斷裂之 於扭轉:’Γ使鐵線繞鋼筋3圈後會開始扭轉,但是, 扭力曲線以舶條或2條鐵線扭轉斷裂時);也有如扭轉 裂且繼續扭轉鎖:’即:扭轉扭力"在較高階段而不扭轉斷 會開始扭轉,作θ 通常’在使鐵線繞鋼筋3圈後 續扭轉時)。因—Γ’Γ1條都未斷裂而3條鐵線持 變得缓^ 無須―概地由扭轉扭力梯度值Μ是否 =:::r止綑紮之必要性。因此,使判斷以較大 大,使判斷❹力梯度值Η第2梯度值)較 二較小扭力扭轉時之停止綑紫的扭力梯度“ 小扭力扭轉之情开,,在古“丹扭轉备已經以較 轉。能並非曲線變緩和為止須再扭 姓束扭棘猶 結束一律以—定梯度值來判斷,而使 ,,’。束:轉鎖固之時間點對應扭轉扭力之大小來彈。 及第:=1(:)圖及第3 (b)圖之驅動電流特性曲線圖 斷圖來說明上述鋼筋细紫機之防止鐵線扭曲 扣引扳機按鍵,使馬達旋轉,每單位、 扭力(步驟ST1),同時,判斷扭轉扭扭轉 (步請)。當未超過設定之臨限值^時,限值 ST3而計測扭轉扭力梯度值。 則進到步驟7042-9310-PF 9 200900204 The torsional torque curve will begin to drop. Because: d force and M change, as shown by the torsion torque curve G1, love m (, rain rice even if the torsional torsion in the low stage produces a torsional fracture to the torsion: 'Γ will make the wire around the steel ring 3 times will start Torsion, however, when the torsion curve is broken by a bar or two iron wires); it is also like a torsion crack and continues to twist the lock: 'ie: torsion torque'. At the higher stage, the twist will start to twist, and θ is usually 'When the iron wire is wound around the steel wire for 3 turns, then it is twisted. Since -Γ'Γ1 is not broken and the three iron wires are slowed down ^ No need to - basically the necessity of twisting the torsion gradient value = =:::r. Therefore, the judgement is made larger, so that the judgment of the force gradient value Η the second gradient value is smaller than the second torsion force when the torsion gradient is stopped. Take a turn. Can not be the curve to slow down and must be twisted again. The name of the bunch of twists and spines is still the end of the - to determine the gradient value, and make,, '. Bundle: The time point of the rotation lock corresponds to the magnitude of the torsional torque. And the first: (=) and the third (b) diagram of the drive current characteristic diagram to illustrate the above-mentioned steel strip purple machine to prevent the wire twisting buckle trigger button, so that the motor rotates, per unit, torque ( In step ST1), at the same time, the twist torsion is determined (step please). The torsional torque gradient value is measured at the limit value ST3 when the set threshold value ^ is not exceeded. Then go to the step

7042-9310-PF 10 200900204 扭轉扭力係每單位時 轉扭力Μ ( η )與上次計測 力梯度值Ad ( η )。 間Tu加以計測 之扭轉担力Μ( ,由此次計測之扭 η_ι)算出扭轉扭 π呵异出之梯度值 1梯度值)還要小,當其比梯度值‘大:度:二第 不足而繼續扭轉,回到步驟ST1 ,再次測定扭力 轉 之梯::3 la)圖所示,當算出之梯度值小於或等於設定 ::度值…扭轉係接近峰值,所以,即使係較小扭Γ :經很充分,判斷當持續扭轉時鐵線 進到步騍ST7而/古l κ、土 w研教’則 而知止馬達,將鐵線扭轉加以結束。 二卜’當扭力梯度值未達到設定之梯度 轉扭力超過臨限值Ms時,如f 3 ^於扭 鐵線皆健在且被強力扭 丁判斷3條 之扭轉…“):1二="ST5,由此次計測 轉扭力梯度值Ad(;:)相之扭轉扭力M(w)算出扭 判斷算出之梯度值Ad(n)是否達 (第2梯度值),如第3⑴圖所示,當梯;=值石 與梯度值;S相等時,即使梯田梯度值Ad(n) 之m 即使梯度值沒有變小(接近扭轉峰僧 之狀幻,判斷其已以較大扭力㈣,故 轉奪值 進到步驟ST7而停止馬達 、、充为,前 度值万時,判斷” ^八 之扭轉。當未達到梯 扭力。斷^不充分’可回到步驟ST5,再度測定 力 上述防止扭轉斷裂法,係每隔單位時間 判斷測仔之扭轉扭力是否超過臨限值Ms7042-9310-PF 10 200900204 Torsional torsion force η (η ) per unit time and the last measured force gradient value Ad ( η ). The torsion force measured by Tu (by the twist η_ι of this measurement) is calculated to be smaller than the gradient value of the gradient value _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ And continue to reverse, go back to step ST1, and measure the torque to the ladder again: :3 la) As shown in the figure, when the calculated gradient value is less than or equal to the setting::degree value...the torsion system is close to the peak value, so even if the twist is small Γ: After being fully satisfied, it is judged that when the twisting continues, the iron wire enters the step ST7 and the old l κ, the soil w research, then knows the motor and twists the wire to end. When the torque gradient value does not reach the set gradient torsion force exceeds the threshold value Ms, such as f 3 ^ is twisted on the twisted iron wire and is strongly twisted to determine the twist of 3 ... "): 1 2 = " ST5, whether the gradient value Ad(n) calculated by the twist judgment reaches (the second gradient value) is calculated from the torsional torsion force M(w) of the measured torsion force gradient value Ad(;:) phase, as shown in Fig. 3(1), When the ladder; = value stone and the gradient value; S is equal, even if the m of the terrace gradient value Ad(n) does not become smaller even if the gradient value is close to the torsion peak, it is judged that it has a larger torque (four), so When the value is increased to the step ST7, the motor is stopped and the motor is charged. When the front value is 10,000, the judgment "^8 is reversed. When the ladder torque is not reached. The break is not sufficient", the process returns to step ST5, and the force is again measured to prevent the twist. The fracture method is to judge whether the torsional torsion of the test exceeds the threshold Ms every unit time.

Tu叶測扭轉扭 ’ §未超過時,Tu leaf test twist twist § § not exceeded,

7042-9310-PF 11 200900204 由上次測得之扭轉扭力與此次測得之扭 值,當算出之梯度值達到較 力來算出梯度 之狀態下,當再扭轉時==(在接近扭轉峰值 ^ 會扭轉斷裂之狀態)時,停 當超過臨限值㈣,即使算出之梯 小梯度值(梯度值W,也已以較大扭轉扭力網好,所;: 即使在细紫令途,當接近設定之梯度值万時,判斷細紮已 經很充分。亦即,在知赫v τp纟扭轉扭力較低階段中,即使扭力梯度 較緩和’藉由持續扭轉,能提高綑紫力,當扭轉扭力較大 時’已以較大扭力實施綑紫,所以,即使扭力梯度不和緩, 也判斷已充分綑紫。結果,能防止鐵線之扭轉斷裂。 而且,上述扭轉扭力之監視,係每隔一定時間計測扭 轉扭力。但是’㈣扭轉扭力變A,會接近扭轉扭力峰值, 當使用於監視扭轉扭力梯度值之監視時間為相同時間寬度 來監視扭轉扭力梯度值時,扭轉扭力峰值會過大而鐵線= 有扭轉斷裂之虞。因此,可以隨著扭轉扭力變大,讓使用 於監視扭轉扭力梯度值之監視時㈣時間寬度依序減短。 又,上述臨限值Ms無須固定,使用者也可以一邊實際 綑2—邊觀看綑紮狀態來判斷,以未圖示之轉盤等來任 設定。在此情形T,藉由使臨限值Ms言曼定較高,會有扭轉 斷裂之危險性,所以,也可以對應臨限值Ms設定值,由控 制回路來自動提高扭力梯度值之設定。也可以前述臨限值 Ms及停止扭轉之判斷基準的扭力梯度值係預先以實驗來掌 握,在記憶體事先做成臨限值Ms相對於扭力梯度值等的圖 表,當改變臨限值Ms時,依據上述圖表自動讀入停止綑紮7042-9310-PF 11 200900204 From the last measured torsional torque and the measured torsion value, when the calculated gradient value reaches the force to calculate the gradient, when re-twisting == (close to the torsional peak ^ will reverse the state of the fracture), when the stop exceeds the threshold (four), even if the calculated gradient value of the gradient (gradient value W, has been better with a larger torsion network;; even in the fine purple, when approaching When the gradient value is set to 10,000, it is judged that the fine tie is already sufficient. That is, in the lower stage of the torsion torque of Zhihe v τp纟, even if the torsion gradient is gentle, 'by continuous twisting, the bundle purple force can be increased, and the torsion force is twisted. When it is large, the bundled purple has been applied with a large torque. Therefore, even if the torsion gradient is not gentle, it is judged that the purple bundle is sufficiently bundled. As a result, the torsion fracture of the iron wire can be prevented. Moreover, the above-mentioned monitoring of the torsional torsion is constant. Time measures the torsional torsion. But '(4) The torsional torsion becomes A, which is close to the torsional torsion peak. When the monitoring time used to monitor the torsional torsion gradient value is the same time width to monitor the torsional torsion gradient value, the torsion is twisted. The peak value will be too large and the iron wire = twisted fracture. Therefore, as the torsional torque becomes larger, the time width used for monitoring the torsional torsion gradient value (4) is reduced in sequence. Moreover, the above-mentioned threshold Ms is not required. When it is fixed, the user can judge by judging the state of the bundle while actually bundling, and setting it by a turntable or the like (not shown). In this case, T will be reversed by making the threshold Ms high. Because of the risk of breakage, the set value of the threshold value Ms can also be set, and the setting of the torque gradient value can be automatically increased by the control loop. The torque gradient value of the threshold value Ms and the judgment criterion for stopping the twist can be experimentally advanced. To grasp, in the memory, the threshold value Ms is set in advance with respect to the torque gradient value, etc., when the threshold value Ms is changed, the reading is automatically read and stopped according to the above chart.

7042-9310-PF 12 200900204 之扭力梯度值。 而且,臨限值Ms並不侷限於】個,可以由複數個臨限 值(Ms卜MS2、…)及停止之扭力梯度值(α、万、…) 來構成,隨著扭力之上昇,也可以細小地改變停止條件。 一般,使用者係有嫌棄鐵線扭轉斷裂及鎖固力不夠之 ^員向鎖固力不夠之現象,得、在扭力較低之狀態下停止扭 轉而引起因此’於扭力梯度為〇或負值之狀態下停止扭 轉時,扭轉會充分被實施,冑固力會變高。但是,當扭轉 扭力較高時’於扭力梯度接近0時,很容易產生扭轉斷裂。 备使用本發明之實施例時,能避免上述狀態,所以,萨接 供一種掌握使用者性格之防止鐵線扭轉斷裂&。 b Θ雖然參照詳細且特定之實施形態來㉗明過本發明 疋不脫離本發明精神與範圍之種種變更或修正 本發明之專利申請範圍。 ; 本申請案,係依據2006年12月22日申請之日太 申請(曰本特願2〇〇6-345663 )來開發出者, 利 分取材自上述申請案。 一奋有部 【產業上可利用性】 本發明係可使用於鋼筋綑紮機。 【圖式簡單說明】 圖。第1圖係使用防止鐵線扭曲斷裂法的鋼筋细紫機側視 第2圖係說明上述鋼筋綑紮機電氣構成之方塊圖。7042-9310-PF 12 200900204 Torque gradient value. Moreover, the threshold Ms is not limited to one, and may be composed of a plurality of thresholds (Ms, MS2, ...) and a torsion gradient value (α, 10,000, ...) that are stopped, and as the torque increases, The stop condition can be changed slightly. Generally, the user has the phenomenon that the twisting and breaking of the iron wire and the locking force are insufficient, and the locking force is insufficient. Therefore, the twisting is stopped in the state where the torque is low, so that the torque gradient is 〇 or negative. When the torsion is stopped in the state, the twisting is sufficiently performed, and the tamping force is increased. However, when the torsional torque is high, the torsional fracture is easily generated when the torsion gradient is close to zero. When the embodiment of the present invention is used, the above state can be avoided. Therefore, the Sa is provided with a twist-proof breaking prevention and prevention of the user's character. b 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 This application was developed on the basis of the application dated on December 22, 2006 (曰本特愿2〇〇6-345663), and the benefit was obtained from the above application. Yi Fen Department [Industrial Applicability] The present invention can be applied to a steel bar binding machine. [Simple diagram of the diagram] Figure. Fig. 1 is a side view of a reinforcing steel fine purple machine using a twist preventing fracture method. Fig. 2 is a block diagram showing the electrical configuration of the above reinforcing steel binding machine.

7042-9310-PF 13 200900204 第3(a)圖传妾_ 變化之 變化之 系表不馬達驅動電流(紐轉扭 驅動電流相對時間之 褥杻力) 才间之驅動電流特性圖。 第3 (b)圖係表示馬達驅動電流(扭轉扭力) 驅動電流相對時間之驅動電流特性圖。 第4圖係、說明鐵線之扭轉斷裂防止法的流程圖 【主要元件符號說明】 1 鐵線 6 馬達 10計測單元 11控制單元 Ad 扭轉扭力梯度值 Μ 扭轉扭力 Ms 扭轉扭力臨限值 Tu 單位時間7042-9310-PF 13 200900204 Fig. 3(a) shows the change of the change. The graph shows the drive current characteristic of the motor drive current (the force of the drive current versus the time). Fig. 3(b) is a graph showing the drive current characteristics of the drive current (torsion torsion) of the drive current versus time. Fig. 4 is a flow chart for explaining the torsion fracture prevention method of the iron wire. [Main component symbol description] 1 Iron wire 6 Motor 10 Measuring unit 11 Control unit Ad Torsion torsion gradient value 扭转 Torsional torque Ms Torsional torque threshold Tu Unit time

7042-9310-PF 147042-9310-PF 14

Claims (1)

200900204 十、申請專利範圍: 1·-種鋼筋綑紮機之控制方法,將旋轉驅動鉤體之馬 、、轉扭力梯度值加以計測,前述鉤體係將綑紮鋼筋之 鐵線加以把持, =斷刖述馬達之扭轉扭力是否超過既定臨限值, 當前述馬達之扭轉扭力未超過前述既定臨限值時,於 前述3扭力梯度值低於第丨梯度值時,結束细紫, 當前述馬達之扭轉扭力超過前述既定臨限值時,於前 述扭轉扭力梯度值低於比第1梯度值還要大之第2梯度值 時,結束綑紮。 、2.如申μ專利範圍第!項所述之鋼筋綑紮機的控制方 法’其中’前述既定臨限值、前述第i梯度值及前述第2 梯度值之至少一者的值可由使用者加以改變。 3·如申請專利範圍第2項所述之鋼筋綑紮機的控制方 法,其中,隨著前述既定臨限值、前述第i梯度值及前述 第2梯度值之一者的數值被改變,其他者的數值也會自動 改變。 4. 如申請專利脑第2項料之鋼筋綑紮機的控制方 法,其中,依據複數臨限值、及對應前述複數臨限值之複 數梯度值來結束綑紮。 5. -種鋼筋綑紮機,包括控制單元,前述控制單元係 將旋轉驅動鉤體之馬達的扭轉扭力梯度值加以計測,前述 釣體係將網鋼筋之鐵線加以把持, 判斷前述馬達之扭轉扭力是否超過既定臨限值, 7042-9310-PF 15 200900204 當前述馬達之扭轉扭力 前述扭轉扭力梯度值低於第 ¥月!J述馬達之扭轉扭力 述扭轉扭力梯度值低於比第 時,結束絪紮。 1 7042-9310-PF 未超過前述既定臨限 1梯度值時,結束綑 超過前述既定臨限值 1梯度值還要大之第 時,於 9 ’於前 梯度值 16200900204 X. Patent application scope: 1. The control method of the steel bar binding machine, the horse, and the torsion force gradient value of the rotary drive hook body are measured, and the above hook system holds the iron wire of the bundled steel bar, and the description is broken. Whether the torsional torque of the motor exceeds a predetermined threshold value, when the torsional torque of the motor does not exceed the predetermined threshold value, when the third torque gradient value is lower than the third gradient value, the fine purple is ended, when the torsional torque of the motor is When the predetermined threshold value is exceeded, when the torsional torque gradient value is lower than the second gradient value larger than the first gradient value, the binding is terminated. 2. For example, Shen Yu patent scope! The control method of the reinforcing bar binding machine described in the item 'the value of at least one of the predetermined threshold value, the ith gradient value, and the second gradient value may be changed by the user. 3. The method for controlling a reinforcing bar binding machine according to the second aspect of the invention, wherein the value of one of the predetermined threshold value, the ith gradient value, and the second gradient value is changed, and the others are The value will also change automatically. 4. For the control method of a steel bar binding machine for applying the patent brain item 2, the bundling is terminated according to the complex threshold and the complex gradient value corresponding to the aforementioned complex threshold. 5. A reinforcing bar binding machine, comprising a control unit, wherein the control unit measures the torsional torsion gradient value of the motor that rotates the hook body, and the fishing system controls the wire of the mesh reinforcing bar to determine whether the torsional torque of the motor is Exceeding the established threshold, 7042-9310-PF 15 200900204 When the aforementioned torsional torsion torque of the motor is lower than the first month! J. Torque torsion of the motor The torsional torsion gradient value is lower than the ratio, and the end of the twist is completed. 1 7042-9310-PF does not exceed the aforementioned threshold 1 gradient value, the end of the bundle exceeds the aforementioned threshold 1 gradient value is greater, at 9 ' before the gradient value 16
TW096147621A 2006-12-22 2007-12-13 Method of preventing twisted breakage of wire in reinforcing bar binding machine TW200900204A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006345663A JP4858157B2 (en) 2006-12-22 2006-12-22 Method for preventing wire thread breakage in reinforcing bar binding machine

Publications (1)

Publication Number Publication Date
TW200900204A true TW200900204A (en) 2009-01-01

Family

ID=39562374

Family Applications (1)

Application Number Title Priority Date Filing Date
TW096147621A TW200900204A (en) 2006-12-22 2007-12-13 Method of preventing twisted breakage of wire in reinforcing bar binding machine

Country Status (3)

Country Link
JP (1) JP4858157B2 (en)
TW (1) TW200900204A (en)
WO (1) WO2008078581A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI714842B (en) * 2017-04-27 2021-01-01 日商美克司股份有限公司 Bundling machine

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2763112C (en) 2009-05-27 2017-07-11 Jbj Mechatronic Aps A binding apparatus
JP6500608B2 (en) * 2015-05-29 2019-04-17 マックス株式会社 Rebar binding machine
DE102017209040A1 (en) * 2016-08-09 2018-02-15 Robert Bosch Gmbh Method for calibrating and / or operating a handheld power tool and handheld power tool
CN106586065B (en) * 2016-12-28 2018-11-09 珠海格力电器股份有限公司 binding device
WO2018199200A1 (en) * 2017-04-27 2018-11-01 マックス株式会社 Binding machine
CN107269009B (en) * 2017-08-23 2019-04-09 上海应用技术大学 Intelligent narrow slit tied silk device
JP6985928B2 (en) * 2017-12-27 2021-12-22 株式会社マキタ Cable ties
WO2019227304A1 (en) * 2018-05-29 2019-12-05 广东顺德华焱电子科技有限公司 Linkage mechanism for rebar tying machine and rebar tying machine
CN110550250B (en) * 2019-08-19 2022-01-18 北京理工华汇智能科技有限公司 Bundling mechanism
CN110593579B (en) * 2019-09-24 2021-06-18 苏中市政工程有限公司 Iron wire taking device for building bundling
CN113844725B (en) * 2021-09-18 2023-03-07 台州市新大陆电子科技有限公司 Intelligent binding machine

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3050369B2 (en) * 1995-12-14 2000-06-12 マックス株式会社 Wire discrimination mechanism in reinforcing bar binding machine
JP3314911B2 (en) * 1996-08-02 2002-08-19 マックス株式会社 Prevention method of wire entanglement in reinforcing bar binding machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI714842B (en) * 2017-04-27 2021-01-01 日商美克司股份有限公司 Bundling machine

Also Published As

Publication number Publication date
WO2008078581A1 (en) 2008-07-03
JP2008156870A (en) 2008-07-10
JP4858157B2 (en) 2012-01-18

Similar Documents

Publication Publication Date Title
TW200900204A (en) Method of preventing twisted breakage of wire in reinforcing bar binding machine
JP3227693B2 (en) Prevention method of wire breakage in rebar tying machine
TWI358377B (en)
JP3314911B2 (en) Prevention method of wire entanglement in reinforcing bar binding machine
TW200825258A (en) Method of preventing twisting-off of wire in reinforcement binding machine
JP2007276042A (en) Power tool
US7140400B2 (en) Reinforcing bar-binding machine
WO2003080445A1 (en) Reinforcing bar binding machine
WO2006008968A1 (en) Reinforcement binding machine
WO2006077744A1 (en) Reinforcing rod binding machine
US20210180347A1 (en) Rebar tying tool
JP6530990B2 (en) Rebar binding device
JP2012526935A (en) Strengthening bar binding machine
JP2017020282A (en) Reinforcement binding device
JP5045549B2 (en) Brake device for wire reel in rebar binding machine and brake processing method thereof
JP3598786B2 (en) Prevention method of wire breakage in rebar tying machine
JP4747452B2 (en) Rebar binding machine
JP2949703B2 (en) Safety device in rebar tying machine
JP2949704B2 (en) Tightening mechanism of binding wire in rebar binding machine
JP2012061595A (en) Brake device of wire reel in reinforcement binding machine, and brake treatment method therefor
KR100545994B1 (en) Reinforcing bar tie and manufacturing method