JPH075256B2 - Load steady rest control method for hoisting and carrying device - Google Patents
Load steady rest control method for hoisting and carrying deviceInfo
- Publication number
- JPH075256B2 JPH075256B2 JP23112487A JP23112487A JPH075256B2 JP H075256 B2 JPH075256 B2 JP H075256B2 JP 23112487 A JP23112487 A JP 23112487A JP 23112487 A JP23112487 A JP 23112487A JP H075256 B2 JPH075256 B2 JP H075256B2
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- Prior art keywords
- load
- hoisting
- control method
- acceleration
- maximum set
- Prior art date
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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、例えばクレーンなどのような巻上げ運搬装置
による荷重の運搬、殊に水平直線方向の短距離運搬の際
に、運搬装置の移動終了時に運搬された荷重に振れが残
らないように制御する荷重の振れ止め制御方法に関す
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to the end of movement of a carrying device when carrying a load by a hoisting carrying device such as a crane, especially when carrying a short distance in a horizontal straight line direction. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load steadying control method for controlling a load that is sometimes conveyed so that no swing remains.
一般に、巻上げ運搬装置によって荷重を運搬する際に
は、作業の安全ならびに能率の面から、運搬装置の移動
終了時に運搬された荷重に振れが残らないように制御す
ることが肝要である。Generally, when the load is carried by the hoisting and carrying device, it is important to control so that the load carried at the end of the movement of the carrying device is not shaken from the viewpoint of work safety and efficiency.
次に、このような荷重振れ止め制御の従来の方法を第3
図に示すクレーン装置によって説明する。先ずクレーン
装置10は、例えば倉庫12内の隅角部支柱14(2本のみが
示されている)上に架設される走行レール16と、この走
行レール16上に長手方向走行可能に架設される横行レー
ル18を備えた走行桁20と、前記横行レール18上に横行可
能に架設される横行トロリ22とからなり、横行トロリ22
に荷重24がワイヤ26を介して巻上げ巻下げ可能に懸垂さ
れるように構成されている。Next, the conventional method of such load steadying control is described in the third section.
The crane device shown in the figure will be described. First, the crane device 10 is installed, for example, on a traveling rail 16 installed on a corner post 14 (only two of which are shown) in a warehouse 12, and on the traveling rail 16 so as to be longitudinally travelable. It comprises a traveling girder 20 provided with a traverse rail 18 and a traverse trolley 22 erected on the traverse rail 18 so as to traverse.
The load 24 is configured so as to be hoistable and hoistable via a wire 26.
そして、従来の荷重振れ止め制御方法において、位置Pa
上の荷重24を距離Daを距てた位置Pd上へ運搬する場合に
は、クレーン装置10を操作して横行トロリ22を、先ず位
置区間Pa〜Pdにおいて、第4図に相関して示されるよう
に荷重24の振れ周期 (但しLは荷重24の懸垂長さ)でなる加速運転時間tuの
間等加速運転して最高設定速度veに達せしめ、次いで位
置区間Pb〜Pcにおいて前記最高設定速度veで所要の等速
運転時間teの間等速運転し、最後に位置区間Pc〜Pdにお
いて荷重の振れ周期αでなる減速運転時間tdの間等減速
運転して荷重24を位置Pd上に停止せしめる。Then, in the conventional load steadying control method, the position Pa
When the upper load 24 is transported to the position Pd at a distance Da, the crane device 10 is operated to show the traverse trolley 22 first in the position section Pa to Pd in relation to FIG. As the load 24 runout cycle (However, L is the suspension length of the load 24) Accelerating operation time t u for equal acceleration operation to reach the maximum set speed v e , and then for the position section Pb to Pc at the maximum set speed v e A constant speed operation is performed for a constant speed operation time t e , and finally, a deceleration operation is performed at a constant speed for a deceleration operation time t d having a swing cycle α of the load in the position sections Pc to Pd to stop the load 24 on the position Pd.
この場合、荷重24の振れ周期αは荷重24の懸垂長さLを
計測することによりマイコンなどにより正確に演算され
且つ加,減速時間tu,tdは前記周期α時間に正確に合致
せしめられ、すなわち、トロリ22が荷重24の周期α時間
内において等加,減速をもって正確に移動されるので、
トロリ22の加,減速運転の終了時に荷重24に振れが残存
されることがない。また、適宜所定の値に予め設定され
るトロリ22の最高設定速度veに対応して、所要のトロリ
等速運転時間teが正確に演算設定されるので、荷重24は
その位置を正確に位置Pd上に停止される。なお、荷重24
の移動開始時の高さあるいは移動終了時の高さが移動時
の高さと異なる場合には、移動開始前あるいは移動終了
後に荷重24が巻上げあるいは巻下げられる。In this case, the swing cycle α of the load 24 is accurately calculated by a microcomputer or the like by measuring the suspension length L of the load 24, and the acceleration / deceleration times t u and t d are accurately matched to the cycle α time. That is, since the trolley 22 is moved accurately with equal acceleration and deceleration within the cycle α time of the load 24,
No run-out remains on the load 24 at the end of acceleration / deceleration operation of the trolley 22. Further, since the required trolley constant velocity operation time t e is accurately calculated and set in correspondence with the maximum set speed v e of the trolley 22 which is preset to a predetermined value, the load 24 accurately determines its position. Stopped on position Pd. In addition, load 24
If the height at the start of movement or the height at the end of movement is different from the height at the time of movement, the load 24 is hoisted or unwound before the start of movement or after the end of movement.
ここで、トロリ22、荷重24およびワイヤ26からなる系の
運動方程式をラグランジ(Lagrange)の運動方程式から
導く。トロリ22の水平方向の変位をx、荷重24の振れ角
(懸垂角度)をθ、ワイヤ26の長さをL、荷重24の質量
をmと置き、且つ重力加速度をgで表すと、ラグランジ
の運動方程式Fは、 F=(1/2)m〔(L cosθ + sinθ−)2+ (L sinθ− cosθ)2〕 +mgL cosθ ・・・(1) で表される。(1)式から、 ここで、振れ角θが小さいとして、cosθ≒1、sinθ≒
θとし、さらにワイヤ26の長さが変化しないとして、
=0と置くと、 (2)式から、 +(g/L)θ=/L ・・・(3) が得られる。さらに、 =β(加速度一定)、θt=0=θ0、t=0 =0として、(3)式から、 θ=(θ0−β/g) cosωt +(0/ω) sinωt+β/g ・・・(4A) =−ω(θ0−β/g) sinωt +0 cosωt ・・・(4B) が得られる。但し、 ω=2π/α=(g/L)1/2 である。Here, the equation of motion of the system consisting of the trolley 22, the load 24 and the wire 26 is derived from the Lagrange equation of motion. If the horizontal displacement of the trolley 22 is x, the deflection angle (suspension angle) of the load 24 is θ, the length of the wire 26 is L, the mass of the load 24 is m, and the gravitational acceleration is g, then Lagrangian The equation of motion F is expressed by F = (1/2) m [(L cos θ + sin θ−) 2 + (L sin θ−cos θ) 2 ] + mgL cos θ (1). From equation (1), Here, assuming that the deflection angle θ is small, cos θ≈1, sin θ≈
θ, and assuming that the length of the wire 26 does not change,
Putting it as = 0, + (g / L) θ = / L (3) is obtained from the equation (2). Further, assuming that = β (constant acceleration), θ t = 0 = θ 0 , and t = 0 = 0 , from the equation (3), θ = (θ 0 −β / g) cosωt + ( 0 / ω) sinωt + β / g ... (4A) =-? (? 0- ? / G) sin? T + 0 cos? T ... (4B) is obtained. However, ω = 2π / α = (g / L) 1/2 .
この(4A)および(4B)式をみると、 ωt=(2π/α)t=2nπ (n=1,2…) のとき、加速度β(減速度−β)に拘らず、θ=θ0お
よび=0が得られ、θ0=0、0=0、すなわち加
減速運転の初めに振れがなければ、加減速運転時間を周
期の整数倍にとれば、振れが残らないことになる。Looking at these equations (4A) and (4B), when ωt = (2π / α) t = 2nπ (n = 1,2 ...), θ = θ 0 regardless of the acceleration β (deceleration −β). And = 0 are obtained and θ 0 = 0, 0 = 0, that is, if there is no shake at the beginning of the acceleration / deceleration operation, if the acceleration / deceleration operation time is set to an integral multiple of the cycle, no shake remains.
第2図において、等加速運転の初期に荷重24が振れてい
ないとすれば、tu=2π(Lb/g)1/2後の等加速運転終了
時点では、振れが残っていないことになり、これに続く
等減速運転の初期に荷重24が振れていないのであるか
ら、荷重24の振れの一周期、td=2π(Lb/g)1/2後の等
減速運転終了時点にも振れは残存していないことにな
る。In Fig. 2, if the load 24 does not swing in the initial stage of uniform acceleration operation, it means that there is no runout at the end of uniform acceleration operation after t u = 2π (Lb / g) 1/2. Since the load 24 does not swing at the beginning of the subsequent constant deceleration operation, one cycle of the deflection of the load 24, even after the end of the uniform deceleration operation after t d = 2π (Lb / g) 1/2 Is not remaining.
以上説明したように、前述のような荷重振れ止め制御方
法によれば、荷重に振れを残存させることなく運搬を行
なうことができる。しかしながら、このような制御方法
は、次に述べるように、荷重の運搬距離が短い場合でも
運搬時間を長時間必要とする難点を本質的に有するもの
であった。As described above, according to the above-described load steadying control method, it is possible to carry the load without causing the runout to remain in the load. However, such a control method inherently has a drawback that it requires a long transportation time even when the load transportation distance is short, as described below.
すなわち、第3図において、比較的短い距離Dbを距てた
位置区間Pa〜Pfにおいて荷重24を運搬する場合には、第
4図に示されるように荷重24は等加速運転と等減速運転
のみによって運搬が完了される。しかしながら、この場
合、等加速運転時間tuと等減速運転時間tdとは共に荷重
24の振れ周期 時間に設定されるものであるから、運搬距離Dbが如何に
短縮されても、荷重24の運搬には最低 時間を必要とする。なおこの場合、最高設定速度vmは推
奨される目標最大速度veに関係なく低い値に設定される
こととなる。That is, in FIG. 3, when the load 24 is carried in the position sections Pa to Pf which are separated by a relatively short distance Db, the load 24 is equal to the uniform acceleration operation and the uniform deceleration operation as shown in FIG. The transportation is completed by. However, in this case, the uniform acceleration operation time t u and the uniform deceleration operation time t d are both
24 runout cycles Since it is set to the time, no matter how the transport distance Db is shortened, it is the minimum to transport the load 24. Need time. In this case, the maximum set speed v m is set to a low value regardless of the recommended target maximum speed v e .
そこで、本発明の目的は、荷重の移動終了時に荷重に振
れを残存させることなく、短い運搬距離における荷重の
運搬を短時間に行える巻上げ運搬装置の荷重振れ止め制
御方法を提供することにある。Therefore, it is an object of the present invention to provide a load steadying control method for a hoisting and carrying device that can carry a load in a short carrying distance in a short time without leaving the runout in the load at the end of movement of the load.
先の目的を達成するために、本発明に係る巻上げ運搬装
置の荷重振れ止め制御方法は、巻上げ運搬装置による荷
重の水平直線方向の短距離運搬において、巻上げ運搬装
置を荷重の振れ周期の1/4の時間間隔で順次且つ連続し
て停止状態から所定の最高設定速度まで等加速運転し、
前記最高設定速度から停止状態まで等減速運転し、停止
状態から前記最高設定速度まで等加速運転し、前記最高
設定速度から停止状態まで等減速運転することを特徴と
する。In order to achieve the above object, the load steadying control method of the hoisting and conveying device according to the present invention, in the short-distance conveyance of the load by the hoisting and conveying device in the horizontal straight line direction, the hoisting and conveying device has a load oscillation period of 1 / Accelerated operation from the stopped state to a predetermined maximum set speed sequentially and continuously at time intervals of 4,
It is characterized in that constant deceleration operation is performed from the maximum set speed to the stopped state, uniform acceleration operation is performed from the stopped state to the maximum set speed, and uniform deceleration operation is performed from the maximum set speed to the stopped state.
巻上げ運搬装置は、荷重の振れ周期の1/4の時間づつの
4回の等加,減速運転で運転移動される。したがって、
荷重は荷重の振れ周期内に運搬が完了される。すなわ
ち、従来の制御方法における1/2の所要時間をもって運
搬が完了される。The hoisting and transporting device is operated and moved by four equal acceleration / deceleration operations, each of which is 1/4 of the load swing cycle. Therefore,
The load is completely transported within the load swing cycle. That is, the transportation is completed in half the time required by the conventional control method.
一方、この場合、前記荷重の振れ周期はマイコンなどに
より正確に演算され且つこの振れ周期時間の1/4に前記
加,減速時間が正確に合致せしめられるので、荷重に働
く振れ作用が確実に制止される。したがって、荷重の移
動終了時に荷重に振れが残存されることがない。On the other hand, in this case, the swing cycle of the load is accurately calculated by a microcomputer and the acceleration / deceleration time is accurately matched with 1/4 of this swing cycle time, so that the swinging action acting on the load is reliably stopped. To be done. Therefore, the swing does not remain in the load at the end of the movement of the load.
次に、本発明に係る巻上げ運搬装置の荷重振れ止め制御
方法の実施例につき添付図面を参照しながら以下詳細に
説明する。なお、説明の便宜上第3図および第4図に示
す従来の構造と同一構成部分には同一参照符号を付し詳
細な説明を省略する。An embodiment of a load steadying control method for a hoisting and carrying device according to the present invention will be described in detail below with reference to the accompanying drawings. For convenience of explanation, the same components as those of the conventional structure shown in FIGS. 3 and 4 are designated by the same reference numerals, and detailed description thereof will be omitted.
先ず初めに、クレーン装置について説明する。第1図に
おいて、クレーン装置10は、例えば倉庫12内の隅角部支
柱14(2本のみが示されている)上に架設される走行レ
ール16と、この走行レール16上に長手方向走行可能に架
設される横行レール18を備えた走行桁20と、前記横行レ
ール18上に横行可能に架設される横行トロリ22とからな
り、横行トロリ22に荷重24がワイヤ26を介して巻上げ巻
下げ可能に懸垂されるように構成されている。First, the crane device will be described. In FIG. 1, the crane device 10 is, for example, a traveling rail 16 installed on a corner post 14 (only two of which are shown) in a warehouse 12, and a longitudinal traveling on the traveling rail 16 is possible. It consists of a traveling girder 20 provided with a traverse rail 18 erected on the traverse trolley 22, and a traverse trolley 22 erected so as to traverse on the traverse rail 18, and a load 24 can be hoisted and unwound on the traverse trolley 22 via a wire 26. It is configured to be suspended.
次に、このクレーン装置10によって位置Pa上の荷重24を
短い距離Dbを距てた位置Pf上へ運搬する場合について、
第1図ならびに第1図に相関して作図された第2図を参
照しながら、本発明の荷重振れ止め制御方法を説明す
る。本発明の制御方法においては、横行トロリ22は荷重
24の振れ周期 (但しLは荷重24の懸垂長さ)の1/4の時間間隔すなわ
ち の時間間隔をもって、先ず位置区間Pa〜Pgにおいて停止
状態から等加速運転され、次いで位置区間Pg〜Peにおい
て停止状態まで等減速運転され、さらに位置区間Pe〜Ph
において停止状態から等加速運転され、最後に位置区間
Ph〜Pfにおいて停止状態まで等減速運転される。そして
これによって、荷重24は振れを残存することなく位置Pf
上へ運搬を完了される。なお、荷重24の移動開始時の高
さあるいは移動終了時の高さが移動時の高さと異なる場
合には、移動開始前あるいは移動終了後において荷重24
が巻上げあるいは巻下げされる。Next, regarding the case where the load 24 on the position Pa is transported to the position Pf at a short distance Db by this crane device 10,
The load steadying control method of the present invention will be described with reference to FIG. 1 and FIG. 2 drawn in correlation with FIG. In the control method of the present invention, the traverse trolley 22 is loaded
24 runout cycles (However, L is the suspension length of load 24) 1/4 time interval, At a time interval of, first, in the position sections Pa to Pg, a uniform acceleration operation is performed from a stopped state, then in position sections Pg to Pe, a uniform deceleration operation is performed to a stopped state, and further, the position sections Pe to Ph
At the same time, the acceleration operation is started from the stopped state, and finally the position section
In Ph to Pf, the deceleration operation is performed at a constant speed until it stops. As a result, the load 24 moves to the position Pf without remaining runout.
The transportation is completed. If the height of the load 24 at the start of movement or the height at the end of movement is different from the height at the time of movement, the load 24 before the movement starts or after the movement ends
Is wound up or down.
ここで、等加速運転期間tu1、等減速運転期間td1、等加
速運転期間tu2および等減速運転期間td2毎に荷重24の振
れ角θおよび振れの速度を、それぞれ(4A)および
(4B)式から求める。Here, the deflection angle θ and the deflection speed of the load 24 are (4A) and (4A) for each of the uniform acceleration operation period t u1 , the uniform deceleration operation period t d1 , the uniform acceleration operation period t u2, and the uniform deceleration operation period t d2 , respectively. 4B) Calculate from the formula.
等加速運転期間tu1については、その初期に振れがな
い、即ちθ0=0、0=0として、 θu1=−(β/g) cosωt+β/g、u1 =ω(β/g) sinωt、 等減速運転期間td1については、加速度を−βとして、 θd1=(β/g) cosωt−β/g +(u1/ω) sinωt、d1 =−ω(θu1+β/g) sinωt +u1 cosωt、 等加速運転期間tu2については、 θu2=−(β/g) cosωt+β/g、 +(d1/ω) sinωt、u2 =−ω(θd1−β/g) sinωt +d1 cosωt、 等減速運転期間td2については、加速度を−βとして、 θd2=(β/g) cosωt−β/g +(u2/ω) sinωt、d2 =−ω(θu2+β/g) sinωt +u2 cosωt、 と置き、ωt=2π/4=π/2として、上記の各式を順次
計算してゆくと、等加速度βの運転をα/4の期間、等減
速度−βの運転をα/4の期間、等加速度βの運転をα/4
の期間、最後に等減速度−βの運転をα/4の期間順次行
った後の荷重24の振れθaおよび振れの速度aとして、
θd2及びd2の式から、θa=0およびa=0が得ら
れ、荷重24の振れは停止している。Regarding the uniform acceleration operation period t u1, there is no fluctuation in the initial stage, that is, θ 0 = 0, 0 = 0, θ u1 = − (β / g) cos ωt + β / g, u1 = ω (β / g) sin ωt, for etc. deceleration operation period t d1, the acceleration as -β, θ d1 = (β / g) cosωt-β / g + (u1 / ω) sinωt, d1 = -ω (θ u1 + β / g) sinωt + u1 cosωt, for the uniform acceleration operation period t u2 , θ u2 = − (β / g) cosωt + β / g, + ( d1 / ω) sinωt, u2 = −ω (θ d1 −β / g) sinωt + d1 cosωt, etc. Regarding the deceleration operation period t d2 , assuming that the acceleration is −β, θ d2 = (β / g) cosωt−β / g + ( u2 / ω) sinωt, d2 = −ω (θ u2 + β / g) sinωt + u2 cosωt , And ωt = 2π / 4 = π / 2, the above equations are sequentially calculated, and the operation with constant acceleration β is performed for α / 4 period, and the operation with constant deceleration −β is α / 4. During the period of, driving with constant acceleration β is α / 4
As the runout θ a of the load 24 and the runout speed a after the operation of the constant deceleration-β is sequentially performed for the period of α / 4 at the end,
From the expressions of θ d2 and d 2 , θ a = 0 and a = 0 are obtained, and the swing of the load 24 is stopped.
トロリ22の最高設定速度vm′は すなわち の関係式からマイコンにより予め演算設定され、またト
ロリ22の等加速度auならびに等減速度adは、それぞれ の関係式から、同様にマイコンにより予め演算設定され
る。なお、本発明の制御方法における最高設定速度vm′
は従来の制御方法における最高設定速度vmの2倍に相当
する。The maximum setting speed v m ′ of the trolley 22 is Ie Is calculated in advance by the microcomputer from the relational expression of, and the uniform acceleration a u and the uniform deceleration a d of the trolley 22 are respectively Similarly, it is preliminarily calculated and set by the microcomputer from the relational expression. The maximum set speed v m ′ in the control method of the present invention
Corresponds to twice the maximum set speed v m in the conventional control method.
このように、本発明の制御方法によれば、荷重の運搬は
この荷重の振れ周期内に完了される。したがって、第2
図にも2点鎖線で示されているように、荷重の振れ周期
の2倍の運搬時間を要する従来の制御方法に比べてその
運搬時間が半分に短縮される。一方、荷重の振れ周期、
運搬装置の最高設定速度、加,減速度ならびに加,減速
運転時間はそれぞれ正確に計測あるいは演算設定される
ので、荷重に働く振れ作用が確実に制止される。したが
って、荷重の移動終了時に荷重に振れが残存されること
がない。As described above, according to the control method of the present invention, the transportation of the load is completed within the swing cycle of the load. Therefore, the second
As shown by the chain double-dashed line in the figure, the carrying time is reduced to half as compared with the conventional control method that requires twice the carrying time of the load swing cycle. On the other hand, the swing cycle of the load,
The maximum set speed, acceleration / deceleration, and acceleration / deceleration operation time of the transportation device are accurately measured or calculated and set, so that the swinging action that acts on the load is reliably suppressed. Therefore, the swing does not remain in the load at the end of the movement of the load.
以上、本発明を好適な実施例について説明したが、本発
明はその精神を逸脱することなく多くの設計変更が可能
であることは勿論である。Although the present invention has been described with reference to the preferred embodiments, it goes without saying that the present invention can be modified in many ways without departing from the spirit thereof.
以上説明したように、本発明に係る巻上げ運搬装置の荷
重振れ止め制御方法は、巻上げ運搬装置による荷重の水
平直線方向の短距離運搬において、巻上げ運搬装置を荷
重の振れ周期の1/4の時間間隔で順次且つ連続して停止
状態から所定の最高設定速度まで等加速運転し、前記最
高設定速度から停止状態まで等減速運転し、停止状態か
ら前記最高設定速度まで等加速運転し、前記最高設定速
度から停止状態まで等減速運転するよう構成したので、
荷重をこの荷重の振れ周期内で運搬完了することができ
る。したがって、荷重の振れ周期の2倍の運搬時間を要
した従来の制御方法における運搬時間を半分に短縮する
ことができる。As described above, the load steadying control method for the hoisting and transporting device according to the present invention is a short-distance transport in the horizontal linear direction of the load by the hoisting and transporting device, and the hoisting and transporting device is 1/4 times the runout cycle of the load. Acceleration operation from a stopped state to a predetermined maximum set speed is performed continuously and continuously at intervals, a uniform deceleration operation is performed from the maximum set speed to the stopped state, a uniform acceleration operation is performed from the stopped state to the maximum set speed, and the maximum set Since it is configured to perform decelerating operation from speed to stop,
The load can be completed within the swing cycle of this load. Therefore, it is possible to reduce the transportation time in the conventional control method that requires a transportation time that is twice the load swing cycle to half.
また一方、本発明の制御方法によれば、荷重の振れ周
期、運搬装置の最高設定速度、加,減速度ならびに加,
減速運転時間がそれぞれ正確に計測あるいは演算設定さ
れるので、荷重に働く振れ作用が確実に制止される。し
たがって、荷重の移動終了時に荷重に振れが残存される
ことがない。On the other hand, according to the control method of the present invention, the swing cycle of the load, the maximum set speed of the transportation device, the acceleration, the deceleration and the acceleration,
Since the deceleration operation time is accurately measured or calculated and set, the swinging action acting on the load is reliably stopped. Therefore, the swing does not remain in the load at the end of the movement of the load.
第1図は本発明に係る巻上げ運搬装置の荷重振れ止め制
御方法を実施するクレーン装置の一実施例を示す斜視
図、第2図は第1図に示す本発明の制御方法を実施する
クレーン装置の運転時間に対する移動速度線図、第3図
は従来の巻上げ運搬装置の荷重振れ止め制御方法を実施
するクレーン装置の斜視図、第4図は第3図に示す従来
の制御方法を実施するクレーン装置の運搬時間に対する
移動速度線図である。 10……クレーン装置、12……倉庫 14……支柱、16……走行レール 18……横行レール、20……走行桁 22……横行トロリ、24……荷重 26……懸垂ワイヤ Pa,Pg,Pe,Ph,Pf……荷重位置あるいは横行トロリ位置 Db……短い運搬移動距離 L……荷重の懸垂長さ au……横行トロリの加速度 ad……横行トロリの減速度 vm′……横行トロリの最高設定速度 tu……横行トロリの等加速運転時間 td……横行トロリの等減速運転時間FIG. 1 is a perspective view showing an embodiment of a crane device for carrying out a load steadying control method for a hoisting and carrying device according to the present invention, and FIG. 2 is a crane device for carrying out the control method according to the present invention shown in FIG. Fig. 3 is a perspective view of a crane device for carrying out a load steadying control method for a conventional hoisting and carrying device, and Fig. 4 is a crane for carrying out the conventional control method shown in Fig. 3. It is a moving speed diagram with respect to the transportation time of an apparatus. 10 …… Crane device, 12 …… Warehouse 14 …… Pillar, 16 …… Traveling rail 18 …… Traverse rail, 20… Traverse girder 22 …… Traverse trolley, 24 …… Load 26 …… Suspended wire Pa, Pg, Pe, Ph, Pf …… Load position or traverse trolley position Db …… Short transportation distance L …… Suspension length of load a u …… Acceleration of traverse trolley a d …… Deceleration of traverse trolley v m ´ …… maximum set speed t u ...... rampant trolley etc. acceleration operation time t d ...... rampant trolley etc. deceleration operation time of rampant trolley
Claims (1)
の短距離運搬において、巻上げ運搬装置を荷重の振れ周
期の1/4の時間間隔で順次且つ連続して停止状態から所
定の最高設定速度まで等加速運転し、前記最高設定速度
から停止状態まで等減速運転し、停止状態から前記最高
設定速度まで等加速運転し、前記最高設定速度から停止
状態まで等減速運転することを特徴とする巻上げ運搬装
置の荷重振れ止め制御方法。1. In a short-distance transport of a load by a hoisting and carrying device in a horizontal straight line direction, the hoisting and carrying device is sequentially and continuously at a time interval of 1/4 of a load swing cycle from a stopped state to a predetermined maximum set speed. Hoisting transport characterized by performing uniform acceleration operation, uniform deceleration operation from the maximum set speed to the stopped state, uniform acceleration operation from the stopped state to the maximum set speed, and uniform deceleration operation from the maximum set speed to the stopped state Load steady rest control method for equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23112487A JPH075256B2 (en) | 1987-09-17 | 1987-09-17 | Load steady rest control method for hoisting and carrying device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23112487A JPH075256B2 (en) | 1987-09-17 | 1987-09-17 | Load steady rest control method for hoisting and carrying device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6475397A JPS6475397A (en) | 1989-03-22 |
| JPH075256B2 true JPH075256B2 (en) | 1995-01-25 |
Family
ID=16918660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23112487A Expired - Lifetime JPH075256B2 (en) | 1987-09-17 | 1987-09-17 | Load steady rest control method for hoisting and carrying device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH075256B2 (en) |
-
1987
- 1987-09-17 JP JP23112487A patent/JPH075256B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6475397A (en) | 1989-03-22 |
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