JP4481031B2 - Trolley crane and its steadying method - Google Patents

Trolley crane and its steadying method Download PDF

Info

Publication number
JP4481031B2
JP4481031B2 JP2004042672A JP2004042672A JP4481031B2 JP 4481031 B2 JP4481031 B2 JP 4481031B2 JP 2004042672 A JP2004042672 A JP 2004042672A JP 2004042672 A JP2004042672 A JP 2004042672A JP 4481031 B2 JP4481031 B2 JP 4481031B2
Authority
JP
Japan
Prior art keywords
hoisting
drum
traveling
deceleration
acceleration
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 - Lifetime
Application number
JP2004042672A
Other languages
Japanese (ja)
Other versions
JP2005231804A (en
Inventor
茂樹 村山
隆昭 鈴木
充一 大本
進 下田
克己 竹内
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.)
IHI Transport Machinery Co Ltd
Original Assignee
IHI Transport Machinery 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 IHI Transport Machinery Co Ltd filed Critical IHI Transport Machinery Co Ltd
Priority to JP2004042672A priority Critical patent/JP4481031B2/en
Publication of JP2005231804A publication Critical patent/JP2005231804A/en
Application granted granted Critical
Publication of JP4481031B2 publication Critical patent/JP4481031B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Control And Safety Of Cranes (AREA)

Description

本発明は、トロリクレーンとその振れ止め方法に関するものである。   The present invention relates to a trolley crane and its steadying method.

一般のトロリクレーンでは、水平に走行する走行ガーダに、該走行ガーダに沿って走行ガーダの走行方向と直交する方向に横行するトロリ台枠を備え、該トロリ台枠に備えた巻上ドラムから繰り出される巻上索により荷を吊るための吊構体を吊り下げた構成を有している。   In a general trolley crane, a traveling girder that travels horizontally is provided with a trolley frame that traverses the traveling girder in a direction perpendicular to the traveling direction of the traveling girder, and is fed from a hoisting drum provided in the trolley frame. The suspension structure for suspending the load by the hoisting rope is suspended.

このようなトロリクレーンでは、トロリ台枠の横行加減速時及び走行ガーダの走行加減速時にトロリ台枠に吊り下げた吊構体(吊り荷)が揺動する問題があり、吊り荷が揺動すると、特に吊り荷を所定位置に荷下ろしする際に待ち時間が生じてしまいトロリクレーンによる荷の運搬作業の能率が低下してしまう問題がある。   In such a trolley crane, there is a problem that a suspended structure (suspended load) suspended from the trolley frame swings during traverse acceleration / deceleration of the trolley frame and travel acceleration / deceleration of the traveling girder. In particular, there is a problem that a waiting time occurs when unloading a suspended load to a predetermined position, and the efficiency of the work of transporting the load by the trolley crane is lowered.

この問題のために、従来からトロリ台枠の横行加減速時及び走行ガーダの走行加減速時に、2段階加減速制御を行うことによって荷の振れを防止する方法が知られている。   In order to solve this problem, there is conventionally known a method for preventing a load swing by performing two-stage acceleration / deceleration control during traverse acceleration / deceleration of the trolley frame and travel acceleration / deceleration of the traveling girder.

しかし、この2段階加減速制御は、吊り荷の吊り下げ長さ、横行加減速及び走行加減速などの運搬状況が事前に分かっている場合において初めて自動制御によって実施できるものであり、よってオペレータによる手動での運転が介在するトロリクレーンでは、前記2段階加減速制御を適用することはできない。このために、手動運転では吊り荷の振れを防止することはできず、作業能率が低い状態での運転を余儀なくされていた。   However, this two-stage acceleration / deceleration control can be performed by automatic control only when the carrying status such as the suspended length of the suspended load, transverse acceleration / deceleration, and traveling acceleration / deceleration is known in advance. The two-stage acceleration / deceleration control cannot be applied to a trolley crane that involves manual operation. For this reason, in the manual operation, the swing of the suspended load cannot be prevented, and the operation in a state where the work efficiency is low has been forced.

こうした問題を防止するために、トロリ台枠に対して吊構体(ヘッドブロック)を略4点で吊り下げる巻上索を構成するワイヤ(巻上索)を所謂トラス状に斜め(V字形)に吊ることにより巻上索の吊り剛性を高めると共に、トロリ台枠の四隅に設けたシーブのみを吊り荷の振れ量に応じて往復動させることにより制振を行うようにしたものがある(例えば、特許文献1参照)。
特開平11−157774号公報
In order to prevent such a problem, the wire (the hoisting rope) constituting the hoisting rope that suspends the suspension structure (head block) from the trolley frame at approximately four points is slanted in a so-called truss shape (V-shaped). There is one that increases the suspension rigidity of the hoisting rope by hanging, and performs vibration control by reciprocating only the sheaves provided at the four corners of the trolley frame according to the amount of swing of the suspended load (for example, Patent Document 1).
JP-A-11-157774

しかし、前記特許文献1に記載のものは、吊構体を略4箇所で吊り下げる構成であり、多数の巻上索と多数のシーブを備えるために構造が非常に複雑になる問題がある。一方、図6の如く、トロリ台枠2に対して吊構体8を略4箇所で巻上索a,bによりV字形に吊り下げた構成は吊り剛性を高められる反面、図6のようにトロリ台枠2が横行加速を開始した場合に、吊構体8は慣性によってトロリ台枠2に対して移動が遅れ、このとき巻上索a,bが吊構体8をV字形に斜め吊りしていることによって、吊構体8の横行加速方向前側8aは前側のワイヤaによって持ち上げられて上昇し、又、吊構体8の横行加速方向後側8bは後側のワイヤbが弛むことによって下降し、これによって吊構体8は破線のように後方に傾く。又、図7に示す如く横行状態からトロリ台枠2の横行減速を開始した場合は、V字形のワイヤa,bによって、吊構体8の横行減速方向前側8a’は前側のワイヤaが弛むことによって下降され、又、吊構体8の横行減速方向後側8b’は後側のワイヤbによって持ち上げられて上昇し、これによって吊構体8は破線のように前方傾く。このような吊構体8の傾きは、走行ガーダを走行加速・走行減速させる際にも同様に生じる。   However, the one described in Patent Document 1 has a configuration in which the suspension structure is suspended at approximately four locations, and has a problem that the structure becomes very complicated because it includes a large number of hoisting ropes and a large number of sheaves. On the other hand, as shown in FIG. 6, the structure in which the suspension structure 8 is suspended in the V shape by the hoisting cables a and b at approximately four locations with respect to the trolley frame 2 can increase the suspension rigidity, whereas the trolley as shown in FIG. When the frame 2 starts traverse acceleration, the suspension structure 8 is delayed in movement with respect to the trolley frame 2 due to inertia. At this time, the hoisting ropes a and b suspend the suspension structure 8 obliquely in a V shape. Accordingly, the front side 8a in the transverse acceleration direction of the suspension structure 8 is lifted and raised by the front wire a, and the rear side 8b in the transverse acceleration direction of the suspension structure 8 is lowered by the loosening of the rear wire b. As a result, the suspension structure 8 tilts backward as indicated by the broken line. Further, as shown in FIG. 7, when the transverse deceleration of the trolley frame 2 is started from the transverse state, the front wire a is loosened in the transverse deceleration direction front side 8a 'of the suspension structure 8 by the V-shaped wires a and b. In addition, the rear side 8b 'in the transverse deceleration direction of the suspension structure 8 is lifted and raised by the rear wire b, whereby the suspension structure 8 is tilted forward as indicated by a broken line. Such inclination of the suspension structure 8 is similarly generated when the traveling girder is accelerated and decelerated.

このように、トロリ台枠の横行加減速時及び走行ガーダの走行加減速時には吊構体が傾き、これによって吊構体は振れを生じて吊り荷が揺動することになる。   In this way, the suspension structure is tilted during traverse acceleration / deceleration of the trolley frame and travel acceleration / deceleration of the traveling girder, thereby causing the suspension structure to swing and swinging the suspended load.

このような吊構体の振れに対して特許文献1では、吊構体或いは吊り荷の振れを検出してその振れ量に応じてトロリ台枠の四隅に設けたシーブを往復移動させることにより制振するようにしているが、この方法では制振のための制御が非常に難しく、しかもフィードバック制御であるために効果的な制振が難しいという問題がある。更に、吊り荷の振れを検出するための検出装置を設置する必要があるために装置が非常に高価になるという問題がある。   In Patent Document 1, the vibration of such a suspended structure is controlled by detecting the vibration of the suspended structure or the suspended load and reciprocating the sheaves provided at the four corners of the trolley frame according to the amount of the vibration. However, in this method, there is a problem that control for vibration suppression is very difficult, and that effective vibration suppression is difficult because of feedback control. Furthermore, there is a problem that the apparatus becomes very expensive because it is necessary to install a detection apparatus for detecting the swing of the suspended load.

本発明は上述した実情に鑑みてなしたもので、装置の構造が簡単で且つ手動運転においても有効な振れ止めができるようにしたトロリクレーン及びその振れ止め方法を提供することを目的としている。   The present invention has been made in view of the above-described circumstances, and an object of the present invention is to provide a trolley crane and a method for stabilizing the trolley crane that have a simple device structure and can be effectively prevented even in manual operation.

請求項1に記載の発明は、走行ガーダ上を横行するトロリ台枠に、回転軸心線が略水平で且つ互いに交差するように三角配置され夫々から二本の巻上索が繰り出された第1、第2、第3の巻上ドラムと、各巻上ドラムの巻上索が三角形の固定点に接続されて前記トロリ台枠で吊り下げられる吊構体と、前記各巻上ドラムによる巻上索の吊下索長を計測する計測装置と、該計測装置で計測される各巻上ドラムの吊下索長とトロリ台枠の横行加減速指令及び走行ガーダの走行加減速指令を入力して前記吊構体を水平に保持するべく各巻上ドラムの巻取り巻出しを制御する制御装置と、を備えたことを特徴とするトロリクレーン、に係るものである。   According to the first aspect of the present invention, the trolley frame traversing the traveling girder is arranged in a triangle so that the rotation axis is substantially horizontal and intersects with each other. 1, 2 and 3 hoisting drums, a hoisting structure in which hoisting ropes of each hoisting drum are connected to a triangular fixed point and suspended by the trolley frame, and hoisting ropes by the hoisting drums A measuring device for measuring the length of the suspended rope, and the suspension structure by inputting the suspended rope length of each hoisting drum measured by the measuring device, the traverse acceleration / deceleration command of the trolley frame, and the traveling acceleration / deceleration command of the traveling girder And a control device that controls the winding and unwinding of each hoisting drum so as to keep the hoisting machine horizontally.

請求項2に記載の発明は、隣り合う巻上ドラムの隣り合う側の巻上索を、吊構体の三角形の各固定点にV字形状を形成するよう斜めに接続したことを特徴とする請求項1に記載のトロリクレーン、に係るものである。   The invention according to claim 2 is characterized in that the hoisting ropes on the adjacent sides of the adjoining hoisting drums are connected obliquely so as to form a V-shape at each fixed point of the triangular structure of the suspension structure. Item 1. A trolley crane according to Item 1.

請求項3に記載の発明は、前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の横行方向と平行になるように三角配置したことを特徴とする請求項1又は2に記載のトロリクレーン、に係るものである。   According to a third aspect of the present invention, the line connecting the longitudinal center of the first hoisting drum and the midpoint of the second and third hoisting drums is the traverse direction of the trolley frame. The trolley crane according to claim 1, wherein the trolley crane is arranged in a triangle so as to be parallel to each other.

請求項4に記載の発明は、前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の走行方向と平行になるように三角配置したことを特徴とする請求項1又は2に記載のトロリクレーン、に係るものである。   According to a fourth aspect of the present invention, the line connecting the longitudinal center of the first hoisting drum and the intermediate point between the second and third hoisting drums is the traveling direction of the trolley frame. The trolley crane according to claim 1, wherein the trolley crane is arranged in a triangle so as to be parallel to each other.

請求項5に記載の発明は、走行ガーダ上を横行するトロリ台枠に、回転軸心線が略水平で且つ互いに交差するように三角配置され夫々から二本の巻上索が繰り出された第1、第2、第3の巻上ドラムと、各巻上ドラムの巻上索が三角形の固定点にV字形に斜めに接続されて前記トロリ台枠で吊り下げられる吊構体と、前記各巻上ドラムによる巻上索の吊下索長を計測する計測装置と、該計測装置で計測される各巻上ドラムの吊下索長とトロリ台枠の横行加減速指令及び走行ガーダの走行加減速指令を入力して前記吊構体を水平に保持するべく各巻上ドラムの巻取り巻出しを制御する制御装置とを設けたトロリクレーンの振れ止め方法であって、
前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の横行方向と平行になるように三角配置し、
トロリ台枠が第1の巻上ドラム側又は第2及び第3の巻上ドラム側に横行加速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と横行加速指令とに基づき、横行加速方向前側の巻上ドラムを巻出し、横行加速方向後側の巻上ドラムを巻取ることにより吊構体を水平に保持し、
一方、トロリ台枠が第1の巻上ドラム側又は第2及び第3の巻上ドラム側に横行減速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と横行減速指令とに基づき、横行減速方向前側の巻上ドラムを巻取り、横行減速方向後側の巻上ドラムを巻出すことにより吊構体を水平に保持し、
走行ガーダが走行加速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と走行加速指令とに基づき、第1の巻上ドラムは固定のままとして第2、第3の巻上ドラムのうち走行加速方向前側の巻上ドラムを巻出し、走行加速方向後側の巻上ドラムを巻取ることにより吊構体を水平に保持し、
一方、走行ガーダが走行減速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と走行減速指令とに基づき、第1の巻上ドラムは固定のままとして第2、第3の巻上ドラムのうち走行減速方向前側の巻上ドラムを巻取り、走行減速方向後側の巻上ドラムを巻出すことにより吊構体を水平に保持する
ことを特徴とするトロリクレーンの振れ止め方法、に係るものである。
According to the fifth aspect of the present invention, the trolley frame that traverses the traveling girder is arranged in a triangle so that the axis of rotation is substantially horizontal and intersects with each other. First, second and third hoisting drums, hoisting structures in which hoisting ropes of the hoisting drums are obliquely connected in a V shape to fixed points of a triangle and are suspended by the trolley frame, and the hoisting drums A measuring device that measures the length of the hoisting rope of the hoisting rope, and the hoisting rope length of each hoisting drum and the traverse acceleration / deceleration command of the trolley frame and the running acceleration / deceleration command of the traveling girder measured by the measuring device are input. And a trolley crane steadying method provided with a control device for controlling the winding and unwinding of each hoisting drum to hold the suspension structure horizontally,
The hoisting drums are arranged in a triangle so that a line connecting the center in the length direction of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the transverse direction of the trolley frame,
When the trolley frame is laterally accelerated toward the first hoisting drum side or the second and third hoisting drums, the suspended rope length and traverse acceleration command of the hoisting rope of each hoisting drum by the measuring device; Based on the above, the hoisting drum on the front side in the traverse acceleration direction is unwound, and the hoisting drum on the rear side in the traverse acceleration direction is wound up to hold the suspension structure horizontally,
On the other hand, when the trolley frame is transversely decelerated toward the first hoisting drum side or the second and third hoisting drums, the suspended rope length and transverse deceleration of the hoisting rope of each hoisting drum by the measuring device. Based on the command, the hoisting drum on the front side in the transverse deceleration direction is wound, and the hoisting drum on the rear side in the transverse deceleration direction is unwound to hold the suspension structure horizontally.
When the traveling girder is accelerated, the first and second hoisting drums remain fixed on the basis of the suspension rope length of the hoisting rope of each hoisting drum and the running acceleration command by the measuring device. Unwinding the hoisting drum on the front side in the traveling acceleration direction among the hoisting drums, holding the hoisting body horizontally by winding the hoisting drum on the rear side in the traveling acceleration direction,
On the other hand, when the traveling girder is traveling decelerated, the first hoisting drum remains fixed based on the suspension rope length of the hoisting rope of each hoisting drum and the traveling deceleration command by the measuring device, and the second and second The trolley crane's steady rest is characterized in that the hoisting drum on the front side in the traveling deceleration direction is wound up among the hoisting drums of 3 and the hoisting drum on the rear side in the traveling deceleration direction is unwound to hold the suspension structure horizontally. Method.

請求項6に記載の発明は、前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線が走行ガーダの走行方向と平行になるように三角配置し、前記横行方向での制御を走行方向に対して行い、前記走行方向での制御を横行方向に対して行うことを特徴とする請求項5に記載のトロリクレーンの振れ止め方法、に係るものである。   According to a sixth aspect of the present invention, the line connecting the longitudinal center of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the running direction of the running girder. 6. The trolley crane runout according to claim 5, wherein control is performed in the traverse direction with respect to the travel direction, and control in the travel direction is performed with respect to the traverse direction. This relates to the stopping method.

請求項7に記載の発明は、横行加速方向前後、横行減速方向前後、走行加速方向前後、走行減速方向前後における各前後一側の巻上ドラムを巻取り、同時に他側の巻上ドラムを巻出すことにより吊構体を水平に保持することに代えて、各前後一側の巻上ドラムを巻取る操作と他側の巻上ドラムを巻出す操作の一方のみを行って吊構体を水平に保持することを特徴とする請求項5又は6に記載のトロリクレーンの振れ止め方法、に係るものである。   The invention according to claim 7 winds up the winding drum on one side in the front-rear direction in the transverse acceleration direction, before and after the transverse deceleration direction, before and after the traveling acceleration direction, and before and after the traveling deceleration direction, and simultaneously winds the winding drum on the other side. Instead of holding the suspension structure horizontally by pulling out, the suspension structure is held horizontally by performing only one of the operation of winding the hoisting drum on each of the front and rear sides and the operation of unwinding the hoisting drum on the other side. The trolley crane steadying method according to claim 5 or 6, wherein the trolley crane is steady.

本発明によれば、3台の各巻上ドラムから2本ずつ繰出した6本の巻上索により、トロリ台枠の三角形の固定点をV字状に斜め吊りとしているので、簡単な構成にて吊り剛性を高めることができ、更に、トロリ台枠の横行加速・横行減速及び走行ガーダの走行加速・走行減速の操作指令時に、その操作指令と計測装置による各巻上ドラムの巻上索の吊下索長とに基づき、各巻上ドラムの巻取り・巻出しを制御して吊構体を水平に保持させるようにしたので、簡単な制御と簡単な装置構成とによって、トロリクレーンの手動運転時における吊り荷の振れを有効に防止できるという優れた効果を奏し得る。   According to the present invention, the triangular fixing point of the trolley base frame is obliquely suspended in a V shape by six hoisting ropes that are fed out from each of the three hoisting drums, so that with a simple configuration The suspension rigidity can be increased, and when the traverse acceleration / transverse deceleration of the trolley frame and the travel acceleration / deceleration of the traveling girder are commanded, the hoisting rope of each hoisting drum is suspended by the operation command and the measuring device. Since the hoisting structure is held horizontally by controlling the winding and unwinding of each hoisting drum based on the rope length, it is possible to suspend the trolley crane during manual operation with simple control and simple equipment configuration. An excellent effect of effectively preventing the swing of the load can be obtained.

以下、本発明の実施の形態を添付図面を参照して説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

図1〜図4は本発明の振れ止め方法を実施するトロリクレーンの形態の一例を示すもので、図1は本発明の基本構成の概要を表わす斜視図、図2は図1の平面図、図3は図2をIII−III方向から見た側面図、図4は図2をIV−IV方向から見た正面図である。   1 to 4 show an example of a form of a trolley crane for carrying out the steadying method of the present invention, FIG. 1 is a perspective view showing an outline of the basic configuration of the present invention, FIG. 2 is a plan view of FIG. 3 is a side view of FIG. 2 viewed from the III-III direction, and FIG. 4 is a front view of FIG. 2 viewed from the IV-IV direction.

図中、1は水平に保持されて図示しない走行モータによって長さ方向と直交する方向B,B’に走行する走行ガーダ、2は該走行ガーダ1に支持されて横行モータ3により横行車輪4を介してレール1aに沿い走行ガーダ1の長手方向A,A’に横行するトロリ台枠である。   In the figure, reference numeral 1 denotes a traveling girder which is held horizontally and travels in directions B and B ′ perpendicular to the length direction by a traveling motor (not shown), and 2 is supported by the traveling girder 1 and a traversing wheel 4 is driven by a traversing motor 3. It is a trolley frame which traverses in the longitudinal directions A and A ′ of the traveling girder 1 along the rail 1a.

前記トロリ台枠2には、第1の巻上ドラム5と、第2の巻上ドラム6と、第3の巻上ドラム7の3個の巻上ドラムを設ける。各巻上ドラム5,6,7は回転軸心線が夫々略水平で且つ互いに交差するように三角配置している。このとき、各巻上ドラム5,6,7は、図示の例では、第1の巻上ドラム5の長さ方向中心と第2の巻上ドラム6及び第3の巻上ドラム7の中間点を結ぶ線Xがトロリ台枠2の横行方向(A,A’方向)と平行になるように三角配置している。第1、第2、第3の巻上ドラム5,6,7は、正三角形の配置とすることが好ましいが、第1の巻上ドラム5を頂点とする二等辺三角形を形成するように第2の巻上ドラム6と第3の巻上ドラム7を配置してもよい。巻上ドラム5,6,7は夫々に設けた巻上モータ13により別個に駆動されるようになっている。   The trolley frame 2 is provided with three hoisting drums, a first hoisting drum 5, a second hoisting drum 6, and a third hoisting drum 7. The hoisting drums 5, 6, and 7 are arranged in a triangular manner so that the rotation axis centers are substantially horizontal and intersect each other. At this time, the hoisting drums 5, 6, and 7 each have an intermediate point between the center of the first hoisting drum 5 in the length direction and the second hoisting drum 6 and the third hoisting drum 7 in the illustrated example. The connecting line X is arranged in a triangle so as to be parallel to the transverse direction (A, A ′ direction) of the trolley frame 2. The first, second, and third hoisting drums 5, 6, and 7 are preferably arranged in an equilateral triangle, but the first hoisting drum 5 is an isosceles triangle that has the apex at the first hoisting drum 5. Two hoisting drums 6 and a third hoisting drum 7 may be arranged. The hoisting drums 5, 6 and 7 are separately driven by hoisting motors 13 provided respectively.

前記各巻上ドラム5,6,7からは同時に巻取り巻出しが行われる各二本の巻上索5a,5b、6a,6b、7a,7bが繰り出されており、各巻上索5a,5b、6a,6b、7a,7bの先端は、吊構体8における前記巻上ドラム5,6,7によって形成されるよりも小さい三角形を形成する固定点9,10,11に接続されており、これにより吊構体8は前記トロリ台枠2にV字形に斜め吊りされて吊り剛性が高められている。   From each of the hoisting drums 5, 6 and 7, two hoisting ropes 5a, 5b, 6a, 6b, 7a and 7b which are simultaneously wound and unwound are fed out, and the hoisting ropes 5a, 5b, The tips of 6a, 6b, 7a, 7b are connected to fixed points 9, 10, 11 forming a smaller triangle than that formed by the hoisting drums 5, 6, 7 in the suspension structure 8, thereby The suspension structure 8 is slanted in a V shape on the trolley frame 2 to increase the suspension rigidity.

このとき、隣り合う巻上ドラムの夫々隣り合う側の巻上索が、三角形の連結具12を介して前記吊構体8の三角形の各固定点9,10,11に接続されている。即ち、巻上索5b,6aが連結具12により固定点9に接続され、巻上索6b,7aが連結具12により固定点10に接続され、巻上索7b,5aが連結具12により固定点11に接続されている。従ってこのときの固定点9,10,11の三角形は、前記各巻上ドラム5,6,7が配置された三角形と相似の形状となっている。前記吊構体8は図3、図4に示すようなフック14を備えたフックプロックであってもよく、或いはコンテナスブレッダを吊り下げるヘッドブロックであってもよい。   At this time, the hoisting ropes on the adjacent sides of the adjoining hoisting drums are connected to the triangular fixing points 9, 10, 11 of the suspension structure 8 via the triangular coupler 12. That is, the hoisting ropes 5 b and 6 a are connected to the fixing point 9 by the connecting tool 12, the hoisting cables 6 b and 7 a are connected to the fixing point 10 by the connecting tool 12, and the hoisting cables 7 b and 5 a are fixed by the connecting tool 12. Connected to point 11. Therefore, the triangular shape of the fixed points 9, 10, and 11 at this time is similar to the triangular shape on which the hoisting drums 5, 6, and 7 are arranged. The suspension structure 8 may be a hook block provided with a hook 14 as shown in FIGS. 3 and 4, or may be a head block for hanging a container spreader.

前記各巻上ドラム5,6,7から繰り出される巻上索5a,5b、6a,6b、7a,7bの吊下索長16を計測するための計測装置15を設ける。図2では各巻上ドラム5,6,7の回転数を計測するロータリエンコーダ15aを設けた場合を示している。尚、計測装置15は、巻上ドラム5,6,7による巻上索5a,5b、6a,6b、7a,7bの吊下索長16を計測することができれば他の方法を採用してもよい。   A measuring device 15 is provided for measuring the suspended rope length 16 of the hoisting ropes 5a, 5b, 6a, 6b, 7a, 7b fed from the hoisting drums 5, 6, 7. FIG. 2 shows a case where a rotary encoder 15a for measuring the number of rotations of each hoisting drum 5, 6, 7 is provided. The measuring device 15 may adopt other methods as long as it can measure the suspended rope length 16 of the hoists 5a, 5b, 6a, 6b, 7a, 7b by the hoisting drums 5, 6, 7. Good.

前記計測装置15で計測される各巻上ドラム5,6,7の吊下索長16は、トロリクレーンの運転室等に設けられた制御装置17に入力されており、更に、該制御装置17には、走行ガーダ1の走行、トロリ台枠2の横行、吊構体8の吊り高さを手動で操作するコントロールレバー等からの横行加減速指令18a,18bと走行加減速指令19a,19bと吊り高さ指令20が入力されている。このとき、トロリ台枠2の横行速度及び横行加減速度、走行ガーダ1の走行速度及び走行加減速度、巻上ドラム5,6,7の巻取り巻出し速度は所定の速度に予め設定されている。   The suspended rope length 16 of each hoisting drum 5, 6, 7 measured by the measuring device 15 is input to the control device 17 provided in the cab of the trolley crane, and further to the control device 17. The traveling acceleration / deceleration commands 18a and 18b and the traveling acceleration / deceleration commands 19a and 19b and the suspension height from the control lever or the like for manually operating the traveling girder 1, the traversing of the trolley frame 2, and the suspension height of the suspension structure 8 Command 20 is input. At this time, the traverse speed and traverse acceleration / deceleration of the trolley frame 2, the travel speed and travel acceleration / deceleration of the travel girder 1, and the winding / unwinding speed of the hoisting drums 5, 6, and 7 are set in advance to predetermined speeds. .

制御装置17は、各巻上ドラム5,6,7の巻上索5a,5b、6a,6b、7a,7bの吊下索長16と横行加減速指令18a,18b及び走行加減速指令19a,19bに基づき、横行加減速時及び走行加減速時に巻上モータ13を駆動して各巻上ドラム5,6,7の巻取り・巻出しを自動的に制御して前記吊構体8が常に水平に保持されるように制御している。   The control device 17 includes the suspension cable lengths 16 of the hoisting ropes 5a, 5b, 6a, 6b, 7a, 7b of the hoisting drums 5, 6, 7, traverse acceleration / deceleration commands 18a, 18b, and travel acceleration / deceleration commands 19a, 19b. Based on the above, the hoisting motor 13 is driven during transverse acceleration / deceleration and traveling acceleration / deceleration to automatically control the winding / unwinding of the hoisting drums 5, 6, 7 to keep the suspension structure 8 always horizontal. Is controlled to be.

図5は、前記制御装置17の一例を示す制御ブロック図である。各巻上ドラム5,6,7の巻上モータ13には吊り高さ指令20が入力されており、各巻上ドラム5,6,7に備えた計測装置15により吊下索長16が計測され、各計測装置15で計測した吊下索長16が前記吊り高さ指令20に一致するように加算器21により調整されており、これによって停止時などの通常時は吊構体8は水平に保持されている。   FIG. 5 is a control block diagram showing an example of the control device 17. The hoisting height command 20 is input to the hoisting motors 13 of the hoisting drums 5, 6, and 7, and the suspended rope length 16 is measured by the measuring device 15 provided in each hoisting drum 5, 6, 7. The suspended rope length 16 measured by each measuring device 15 is adjusted by an adder 21 so as to coincide with the suspension height command 20, whereby the suspension structure 8 is held horizontally during normal times such as when stopped. ing.

各巻上ドラム5,6,7には横行加減速演算制御器22,23,24が設けられており、又、第2及び第3の巻上ドラム6,7には走行加減速演算制御器25,26が夫々設けられている。   The hoisting drums 5, 6, 7 are provided with transverse acceleration / deceleration calculation controllers 22, 23, 24, and the second and third hoisting drums 6, 7 have a running acceleration / deceleration calculation controller 25. , 26 are provided.

前記各横行加減速演算制御器22,23,24は、横行加減速指令18a,18bが入力されると、前記各計測装置15にて計測された現在の吊下索長16から横行加減速による変動値を演算し、加算器27により高さ指令20を調節して吊構体8が水平になるように各巻上ドラム5,6,7を制御するようになっている。   When the transverse acceleration / deceleration commands 18a, 18b are input to the transverse acceleration / deceleration calculation controllers 22, 23, 24, the transverse acceleration / deceleration is calculated from the current suspended rope length 16 measured by the measuring devices 15 by the transverse acceleration / deceleration. The variation value is calculated, and the height command 20 is adjusted by the adder 27 to control the hoisting drums 5, 6, and 7 so that the suspension structure 8 is horizontal.

又、前記走行加減速演算制御器25,26は、走行加減速指令19a,19bが入力されると、前記各計測装置15にて計測された現在の吊下索長16から走行加減速による変動値を演算し、加算器28により高さ指令20を調節して吊構体8が水平になるように各巻上ドラム6,7を制御している。このとき、第1の巻上ドラム5の巻上索5a,5bは走行方向には長さが変動しないので固定のままとしている。   Further, when the travel acceleration / deceleration commands 19a and 19b are input, the travel acceleration / deceleration calculation controllers 25 and 26 change from the current suspended rope length 16 measured by each measuring device 15 due to travel acceleration / deceleration. The value is calculated, and the hoisting drums 6 and 7 are controlled so that the suspended structure 8 becomes horizontal by adjusting the height command 20 by the adder 28. At this time, the hoisting ropes 5a and 5b of the first hoisting drum 5 do not change in length in the traveling direction, and thus remain fixed.

次に、図1〜図4に示したトロリクレーンにおいて振れ止めを制御する方法について図5を参照しつつ説明する。   Next, a method for controlling the steady rest in the trolley crane shown in FIGS. 1 to 4 will be described with reference to FIG.

トロリクレーンは、停止時には、計測装置15にて検出される巻上索5a,5b、6a,6b、7a,7bの吊下索長16が全て同じ値になるように巻上モータ13が制御されて、吊構体8は水平に保持されている。   When the trolley crane is stopped, the hoisting motor 13 is controlled so that the hoisting rope lengths 16 of the hoisting ropes 5a, 5b, 6a, 6b, 7a, 7b detected by the measuring device 15 all have the same value. The suspended structure 8 is held horizontally.

吊構体8に吊り荷が吊下げられて、トロリ台枠2が横行を開始する際には、吊構体8が巻上索5a,5b、6a,6b、7a,7bによってV字形に吊下げられていることにより、吊構体8は図6に示したように横行加速方向前側8aが持ち上げられ、一方吊構体8の横行加速方向後側8bが下降することによって、破線のように後方に傾く。   When a suspended load is suspended on the suspension structure 8 and the trolley frame 2 starts traversing, the suspension structure 8 is suspended in a V shape by the hoisting cables 5a, 5b, 6a, 6b, 7a, 7b. As a result, the suspension structure 8 is tilted backward as shown by the broken line by lifting the front side 8a in the transverse acceleration direction as shown in FIG. 6 and lowering the rear side 8b in the transverse acceleration direction of the suspension structure 8.

このため、トロリ台枠2がA方向(第1の巻上ドラム5側)に横行加速されると、図5の横行加減速演算制御器22,23,24に横行加速指令18aが入力される。横行加減速演算制御器22は、横行加速指令18aの加速度と計測装置15にて計測した現在の吊下索長16に基づいて吊構体8の横行加速方向前側が持ち上げられる変動値を演算し、吊構体8の横行加速方向前側を下降させるように加算器27により高さ指令20を調節して巻上ドラム5の巻出しを制御し、吊構体8を水平に保持させる。一方、これと同時に、横行加減速演算制御器23,24は横行加速指令18aと計測装置15にて計測した現在の吊下索長16に基づいて吊構体8の横行加速方向後側が下降する変動値を演算し、吊構体8の横行加速方向後側を上昇させるように加算器27により高さ指令20を調節して各巻上ドラム6,7の巻取りを制御し、吊構体8を水平に保持させる。   Therefore, when the trolley frame 2 is traversed in the A direction (first hoisting drum 5 side), the traverse acceleration command 18a is input to the traverse acceleration / deceleration calculation controllers 22, 23, and 24 in FIG. . The transverse acceleration / deceleration calculation controller 22 calculates a fluctuation value by which the front side in the transverse acceleration direction of the suspended structure 8 is lifted based on the acceleration of the transverse acceleration command 18a and the current suspension rope length 16 measured by the measuring device 15. The adder 27 adjusts the height command 20 so as to lower the front side in the transverse acceleration direction of the suspension structure 8 to control the unwinding of the hoisting drum 5 so that the suspension structure 8 is held horizontally. On the other hand, at the same time, the transverse acceleration / deceleration calculation controllers 23 and 24 change based on the transverse acceleration command 18a and the current hanging rope length 16 measured by the measuring device 15 so that the rear side in the transverse acceleration direction of the suspended structure 8 is lowered. The value is calculated, and the height command 20 is adjusted by the adder 27 so as to raise the rear side in the transverse acceleration direction of the suspension structure 8 to control the winding of the hoisting drums 6, 7. Hold.

尚、上記では、吊構体8の横行加速方向前側を下降させ、且つ横行加速方向後側を上昇させる操作を同時に行う場合について説明したが、横行加速方向前側を下降させる操作と横行加速方向後側を上昇させる操作の一方のみを行うことによって吊構体8を水平に保持させるようにしてもよい。   In the above, the case where the operation of lowering the front side in the traverse acceleration direction of the suspended structure 8 and the operation of raising the rear side in the traverse acceleration direction has been described, but the operation of lowering the front side in the traverse acceleration direction and the rear side in the traverse acceleration direction are described. The suspension structure 8 may be held horizontally by performing only one of the operations for raising the height.

前記吊構体8がA’方向(第2、第3の巻上ドラム6,7側)に加速を開始する際には、第2及び第3の巻上ドラム6,7側が巻出し制御され、第1の巻上ドラム5が巻取り制御されることによって吊構体8は水平に保持される。この場合も、吊構体8の横行加速方向前側を下降させる操作と横行加速方向後側を上昇させる操作を同時に行うことに代えて、横行加速方向前側を下降させる操作と横行加速方向後側を上昇させる操作の一方のみにて吊構体8を水平に保持させてもよい。   When the suspension structure 8 starts accelerating in the A ′ direction (second and third hoisting drums 6 and 7 side), the second and third hoisting drums 6 and 7 are unwound-controlled, The suspension structure 8 is held horizontally by controlling the winding of the first hoisting drum 5. In this case as well, instead of simultaneously performing the operation of lowering the front side in the transverse acceleration direction of the suspension structure 8 and the operation of raising the rear side in the transverse acceleration direction, the operation of lowering the front side in the transverse acceleration direction and the rear side in the transverse acceleration direction are raised. The suspension structure 8 may be held horizontally by only one of the operations.

一方、設定された速度でA方向に横行している吊構体8が減速される際は、吊構体8が巻上索5a,5b、6a,6b、7a,7bによってV字形に吊下げられていることにより、吊構体8は図7に示したように横行減速方向前側が下降し、一方吊構体8の横行減速方向後側が持ち上げられことにより破線のように前方に傾く。   On the other hand, when the suspended structure 8 traversing in the direction A at the set speed is decelerated, the suspended structure 8 is suspended in a V shape by the hoists 5a, 5b, 6a, 6b, 7a, 7b. As shown in FIG. 7, the suspension structure 8 is lowered on the front side in the transverse deceleration direction, and on the other hand, the rear side in the transverse deceleration direction of the suspension structure 8 is lifted and tilted forward as indicated by a broken line.

このため、A方向に横行している吊構体8の減速が開始されると、横行減速指令18bが図5の横行加減速演算制御器22,23,24に入力される。横行加減速演算制御器22は、横行減速指令18bの減速度と計測装置15にて計測した現在の吊下索長16に基づいて吊構体8の横行減速方向前側が下降する変動値を演算し、吊構体8の横行減速方向前側を上昇させるように加算器27により高さ指令20を調節して巻上ドラム5の巻取りを制御し、吊構体8を水平に保持させる。一方、これと同時に、横行加減速演算制御器23,24は横行減速指令18bと計測装置15にて計測された現在の吊下索長16に基づいて吊構体8の横行加速方向後側が上昇する変動値を演算し、吊構体8の横行加速方向後側を下降させるように加算器27により高さ指令20を調節して各巻上ドラム6,7の巻出しを制御し、吊構体8を水平に保持させる。   For this reason, when deceleration of the suspension structure 8 traversing in the direction A is started, a traverse deceleration command 18b is input to the traverse acceleration / deceleration calculation controllers 22, 23, and 24 in FIG. The transverse acceleration / deceleration calculation controller 22 calculates a fluctuation value in which the front side in the transverse deceleration direction of the suspended structure 8 descends based on the deceleration of the transverse deceleration command 18b and the current suspension rope length 16 measured by the measuring device 15. The height command 20 is adjusted by the adder 27 so as to raise the front side in the transverse deceleration direction of the hanging structure 8 to control the winding of the hoisting drum 5 to hold the hanging structure 8 horizontally. On the other hand, at the same time, the transverse acceleration / deceleration calculation controllers 23 and 24 raise the rear side in the transverse acceleration direction of the suspension structure 8 based on the transverse deceleration command 18b and the current hanging rope length 16 measured by the measuring device 15. The variation value is calculated and the height command 20 is adjusted by the adder 27 so as to lower the rear side in the transverse acceleration direction of the suspended structure 8 to control the unwinding of the hoisting drums 6, 7. To hold.

尚、上記では、吊構体8の横行減速方向前側を上昇させ、且つ横行減速方向後側を下降させる操作を同時に行う場合について説明したが、横行減速方向前側を上昇させる操作と横行減速方向後側を下降させる操作の一方のみを行うことによって吊構体8を水平に保持させるようにしてもよい。   In the above description, the case where the operation of raising the front side of the transverse deceleration direction of the suspension structure 8 and the lowering of the rear side of the transverse deceleration direction is performed simultaneously, but the operation of raising the front side of the transverse deceleration direction and the rear side of the transverse deceleration direction are described. Alternatively, the suspension structure 8 may be held horizontally by performing only one of the operations for lowering.

前記吊構体8がA’方向に横行している状態から減速を開始する際に、横行減速指令18bが図5の横行加減速演算制御器22,23,24に入力されると、横行加減速演算制御器22,23,24は前記とは逆に、第2及び第3の巻上ドラム6,7側を巻取り、第1の巻上ドラム5を巻出すように制御することによって吊構体8を水平に保持させる。この場合も、上記した如く吊構体8の横行加速方向前側を上昇させる操作と横行加速方向後側を下降させる操作とを同時に行うことに代えて、一方の操作のみを行うことによって吊構体8を水平に保持させてもよい。   When a deceleration start command 18b is input to the transverse acceleration / deceleration calculation controllers 22, 23, and 24 shown in FIG. Contrary to the above, the arithmetic controllers 22, 23, and 24 take up the second and third hoist drums 6 and 7, and control to unwind the first hoist drum 5. Hold 8 horizontally. Also in this case, instead of simultaneously performing the operation of raising the front side in the transverse acceleration direction of the suspension structure 8 and the operation of lowering the rear side in the transverse acceleration direction as described above, the suspension structure 8 is made by performing only one operation. You may hold | maintain horizontally.

走行ガーダ1をB方向(第3の巻上ドラム7側)に走行加速する操作を行うと、図5の走行加減速演算制御器25,26に走行加速指令19aが入力されて第2、第3の巻上ドラム6,7の制御が行われる。このとき、走行方向中間に位置する第1の巻上ドラム5の巻上索5a,5bに長さの変動は生じないので、第1の巻上ドラム5は固定のままとしている。   When an operation for accelerating the traveling girder 1 in the B direction (the third hoisting drum 7 side) is performed, a traveling acceleration command 19a is input to the traveling acceleration / deceleration calculation controllers 25 and 26 in FIG. 3 winding drums 6 and 7 are controlled. At this time, since the length does not change in the hoisting ropes 5a and 5b of the first hoisting drum 5 located in the middle in the traveling direction, the first hoisting drum 5 remains fixed.

前記走行加減速演算制御器25は、走行加速指令19aによるB方向の加速度と計測装置15にて計測された現在の吊下索長16とに基づいて、吊構体8の走行加速方向前側が持ち上げられる変動値を演算し、吊構体8の走行加速方向前側を下降させるように加算器28により高さ指令20を調節して巻上ドラム7の巻出しを制御し、吊構体8を水平に保持させる。一方、これと同時に、走行加減速演算制御器26は、前記走行加速指令19aと計測装置15にて計測された現在の吊下索長16とに基づいて、吊構体8の走行加速方向後側が下降する変動値を演算し、吊構体8の走行加速方向後側を上昇させるように加算器28により高さ指令20を調節して巻上ドラム6の巻取りを制御し、吊構体8を水平に保持させる。   The traveling acceleration / deceleration calculation controller 25 lifts the front side of the suspended structure 8 in the traveling acceleration direction based on the acceleration in the B direction according to the traveling acceleration command 19a and the current suspended rope length 16 measured by the measuring device 15. The fluctuation value is calculated, and the height command 20 is adjusted by the adder 28 so as to lower the front side in the traveling acceleration direction of the suspended structure 8 to control the unwinding of the hoisting drum 7, and the suspended structure 8 is held horizontally. Let On the other hand, at the same time, the traveling acceleration / deceleration calculation controller 26 determines whether the rear side of the suspended structure 8 in the traveling acceleration direction is based on the traveling acceleration command 19a and the current hanging rope length 16 measured by the measuring device 15. The descending fluctuation value is calculated, and the adder 28 adjusts the height command 20 so as to raise the rear side in the traveling acceleration direction of the suspension structure 8 to control the winding of the hoisting drum 6, thereby To hold.

尚、上記では、吊構体8の走行加速方向前側を下降させ、且つ走行加速方向後側を上昇させる操作を同時に行う場合について説明したが、走行加速方向前側を下降させる操作と走行加速方向後側を上昇させる操作の一方のみを行うことによって吊構体8を水平に保持させるようにしてもよい。   In the above description, the operation of lowering the front side of the traveling acceleration direction of the suspended structure 8 and simultaneously raising the rear side of the traveling acceleration direction has been described. However, the operation of lowering the front side of the traveling acceleration direction and the rear side of the traveling acceleration direction are described. The suspension structure 8 may be held horizontally by performing only one of the operations for raising the height.

又、前記走行ガーダ1がB’方向(第2の巻上ドラム6側)に走行加速する際には、第2の巻上ドラム6の巻出しを制御し、第3の巻上ドラム7の巻取りを制御することによって吊構体8を水平に保持させる。この場合も、吊構体8の走行加速方向前側を下降させる操作と走行加速方向後側を上昇させる操作を同時に行うことに代えて、一方の操作のみを行うことによって吊構体8を水平に保持させるようにしてもよい。   When the traveling girder 1 travels and accelerates in the B ′ direction (the second hoisting drum 6 side), the unwinding of the second hoisting drum 6 is controlled, and the third hoisting drum 7 The suspension structure 8 is held horizontally by controlling the winding. Also in this case, instead of simultaneously performing the operation of lowering the front side in the traveling acceleration direction of the suspension structure 8 and the operation of raising the rear side in the travel acceleration direction, the suspension structure 8 is held horizontally by performing only one operation. You may do it.

走行ガーダ1がB方向に走行している状態から減速を開始すると、走行減速指令19bが図5の走行加減速演算制御器25,26に入力される。走行加減速演算制御器26は、走行減速指令19bの減速度と計測装置15にて計測された現在の吊下索長16に基づいて吊構体8の走行減速方向前側が下降する変動値を演算し、吊構体8の横行減速方向前側を上昇させるように加算器28により高さ指令20を調節して巻上ドラム7の巻取りを制御し、吊構体8を水平に保持させる。一方、これと同時に、走行加減速演算制御器25は走行減速指令19bと計測装置15にて計測された現在の吊下索長16に基づいて吊構体8の走行減速方向後側が上昇する変動値を演算し、吊構体8の横行加速方向後側を下降させるように加算器28により高さ指令20を調節して巻上ドラム6の巻出しを制御し、吊構体8を水平に保持させる。   When deceleration is started from the state in which the traveling girder 1 is traveling in the B direction, a traveling deceleration command 19b is input to the traveling acceleration / deceleration calculation controllers 25 and 26 in FIG. The traveling acceleration / deceleration calculation controller 26 calculates a fluctuation value in which the front side in the traveling deceleration direction of the suspended structure 8 is lowered based on the deceleration of the traveling deceleration command 19b and the current suspension rope length 16 measured by the measuring device 15. Then, the height command 20 is adjusted by the adder 28 so as to raise the front side of the suspension structure 8 in the transverse deceleration direction, and the winding of the hoisting drum 7 is controlled to hold the suspension structure 8 horizontally. On the other hand, at the same time, the traveling acceleration / deceleration calculation controller 25 increases the rearward direction of the suspended structure 8 in the traveling deceleration direction based on the traveling deceleration command 19b and the current suspension rope length 16 measured by the measuring device 15. And the height command 20 is adjusted by the adder 28 so as to lower the rear side of the suspension structure 8 in the transverse acceleration direction, and the unwinding of the hoisting drum 6 is controlled to hold the suspension structure 8 horizontally.

尚、上記では、吊構体8の走行減速方向前側を上昇させ、且つ走行減速方向後側を下降させる操作を同時に行う場合について説明したが、走行減速方向前側を上昇させる操作と走行減速方向後側を下降させる操作の一方のみを行うことによって吊構体8を水平に保持させるようにしてもよい。   In the above description, the operation for raising the front side of the traveling deceleration direction of the suspended structure 8 and simultaneously lowering the rear side of the traveling deceleration direction has been described. However, the operation for raising the front side of the traveling deceleration direction and the rear side of the traveling deceleration direction are described. Alternatively, the suspension structure 8 may be held horizontally by performing only one of the operations for lowering.

前記走行ガーダ1がB’方向に走行している状態から減速を開始する際は、走行加減速演算制御器25,26にB’方向の走行減速指令19bが入力され、走行加減速演算制御器25は、吊構体8の走行減速方向前側を上昇させるように巻上ドラム6の巻取りを制御し、走行加減速演算制御器26は吊構体8の走行減速方向後側を下降させるように巻上ドラム7の巻取りを制御して吊構体8を水平に保持させる。   When the traveling girder 1 starts to decelerate from the state of traveling in the B ′ direction, a traveling deceleration command 19b in the B ′ direction is input to the traveling acceleration / deceleration calculation controllers 25 and 26, and the traveling acceleration / deceleration calculation controller. 25 controls the winding of the hoisting drum 6 so as to raise the traveling deceleration direction front side of the suspension structure 8, and the traveling acceleration / deceleration calculation controller 26 winds the suspension structure 8 so as to lower the traveling deceleration direction rear side. The winding of the upper drum 7 is controlled to hold the suspension structure 8 horizontally.

尚、上記形態では、第1の巻上ドラム5の長さ方向中心と第2及び第3の巻上ドラム6,7の中間点を結ぶ線Xがトロリ台枠2の横行方向A,A’と平行になるように巻上ドラム5,6,7を三角配置した場合について説明したが、前記線Xが走行ガーダ1の走行方向B,B’と平行になるように巻上ドラム5,6,7を三角配置してもよく、この場合には、前記横行方向での制御を走行方向に対して行い、前記走行方向での制御を横行方向に対して行うようにする。   In the above embodiment, the line X connecting the longitudinal center of the first hoisting drum 5 and the midpoint between the second and third hoisting drums 6 and 7 is the transverse direction A, A ′ of the trolley frame 2. The hoisting drums 5, 6, and 7 are arranged in a triangle so as to be parallel to each other. However, the hoisting drums 5, 6 are arranged so that the line X is parallel to the traveling directions B and B ′ of the traveling girder 1. , 7 may be arranged in a triangle. In this case, the control in the traverse direction is performed in the travel direction, and the control in the travel direction is performed in the traverse direction.

上記本発明によれば、3台の各巻上ドラム5,6,7から2本ずつ繰出した6本の巻上索5a,5b、6a,6b、7a,7bにより、吊構体8の三角形の固定点9,10,11をV字状に斜め吊りとしているので、簡単な構成にて吊り剛性を高めることができ、更に、吊構体8の横行加速・横行減速及び走行ガーダ1の走行加速・走行減速の操作指令時に、その操作指令18a,18b、19a,19bと計測装置15による各巻上ドラム5,6,7の巻上索5a,5b、6a,6b、7a,7bの吊下索長16とに基づき、各巻上ドラム5,6,7の巻取り・巻出しを制御して吊構体8を水平に保持させるようにしたので、簡単な制御と簡単な装置構成とによって、トロリクレーン手動運転時における吊り荷の振れを有効に防止することができる。   According to the present invention, the suspension structure 8 is fixed in a triangular shape by the six hoisting ropes 5a, 5b, 6a, 6b, 7a, and 7b fed from the three hoisting drums 5, 6, and 7 by two. Since the points 9, 10, and 11 are slanted in a V shape, the suspension rigidity can be increased with a simple configuration. Further, the lateral acceleration / transverse deceleration of the suspension structure 8 and the travel acceleration / travel of the traveling girder 1 are achieved. At the time of a deceleration operation command, the suspension cord length 16 of the hoisting cords 5a, 5b, 6a, 6b, 7a, 7b of the hoisting drums 5, 6, 7 by the operation commands 18a, 18b, 19a, 19b and the measuring device 15 is determined. Since the hoisting body 8 is held horizontally by controlling the winding and unwinding of the hoisting drums 5, 6, 7, the trolley crane is operated manually with simple control and a simple device configuration. To effectively prevent the swinging of a suspended load It can be.

なお、本発明のトロリクレーンとその振れ止め方法は、上記した実施の形態に限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。   In addition, the trolley crane of the present invention and its steadying method are not limited to the above-described embodiments, and it is needless to say that various changes can be made without departing from the scope of the present invention.

本発明の基本構成の概要を表わす斜視図である。It is a perspective view showing the outline | summary of the basic composition of this invention. 図1の平面図である。It is a top view of FIG. 図2をIII−III方向から見た側面図である。It is the side view which looked at FIG. 2 from the III-III direction. 図2をIV−IV方向から見た正面図である。It is the front view which looked at FIG. 2 from the IV-IV direction. 制御装置の一例を示す制御ブロック図である。It is a control block diagram which shows an example of a control apparatus. トロリ台枠の横行加速によって吊構体が傾く状態を示す説明図である。It is explanatory drawing which shows the state in which a suspension structure inclines by the transverse acceleration of a trolley frame. トロリ台枠の横行減速によって吊構体が傾く状態を示す説明図である。It is explanatory drawing which shows the state in which a suspension structure inclines by the transverse deceleration of a trolley frame.

符号の説明Explanation of symbols

1 走行ガーダ
2 トロリ台枠
3 横行モータ
4 横行車輪
5 第1の巻上ドラム
6 第2の巻上ドラム
7 第3の巻上ドラム
5a,5b、6a,6b、7a,7b 巻上索
8 吊構体
9,10,11 固定点
15 計測装置
16 吊下索長
17 制御装置
18a 横行加速指令(操作指令)
18b 横行減速指令(操作指令)
19a 走行加速指令(操作指令)
19b 走行減速指令(操作指令)
X 線
DESCRIPTION OF SYMBOLS 1 Traveling girder 2 Trolley frame 3 Traverse motor 4 Traverse wheel 5 1st hoisting drum 6 2nd hoisting drum 7 3rd hoisting drum 5a, 5b, 6a, 6b, 7a, 7b Hoisting rope 8 Hanging Structure 9, 10, 11 Fixed point 15 Measuring device 16 Suspension cable length 17 Control device 18a Traverse acceleration command (operation command)
18b Traverse deceleration command (operation command)
19a Travel acceleration command (operation command)
19b Travel deceleration command (operation command)
X-ray

Claims (7)

走行ガーダ上を横行するトロリ台枠に、回転軸心線が略水平で且つ互いに交差するように三角配置され夫々から二本の巻上索が繰り出された第1、第2、第3の巻上ドラムと、各巻上ドラムの巻上索が三角形の固定点に接続されて前記トロリ台枠で吊り下げられる吊構体と、前記各巻上ドラムによる巻上索の吊下索長を計測する計測装置と、該計測装置で計測される各巻上ドラムの吊下索長とトロリ台枠の横行加減速指令及び走行ガーダの走行加減速指令を入力して前記吊構体を水平に保持するべく各巻上ドラムの巻取り巻出しを制御する制御装置と、を備えたことを特徴とするトロリクレーン。   First, second and third windings in which a trolley frame traversing the traveling girder is arranged in a triangle so that the axis of rotation is substantially horizontal and intersects each other, and two hoisting ropes are fed out from each. An upper drum, a hoisting structure in which the hoisting rope of each hoisting drum is connected to a triangular fixed point and suspended by the trolley frame, and a measuring device for measuring the length of the hoisting rope of the hoisting rope by each hoisting drum And the hoisting rope length of each hoisting drum measured by the measuring device, the traverse acceleration / deceleration command of the trolley frame and the running acceleration / deceleration command of the running girder to input the hoisting drum in order to hold the hoisting structure horizontally. A trolley crane, comprising: a control device that controls winding and unwinding of the machine. 隣り合う巻上ドラムの隣り合う側の巻上索を、吊構体の三角形の各固定点にV字形状を形成するよう斜めに接続したことを特徴とする請求項1に記載のトロリクレーン。   The trolley crane according to claim 1, wherein the hoisting ropes on the adjacent sides of the adjoining hoisting drums are connected obliquely so as to form a V shape at each fixed point of the triangular structure of the suspension structure. 前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の横行方向と平行になるように三角配置したことを特徴とする請求項1又は2に記載のトロリクレーン。   Each of the hoisting drums is arranged in a triangle so that the line connecting the center in the length direction of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the transverse direction of the trolley frame. The trolley crane of Claim 1 or 2 characterized by these. 前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の走行方向と平行になるように三角配置したことを特徴とする請求項1又は2に記載のトロリクレーン。   Each of the hoisting drums is arranged in a triangle so that a line connecting the center in the length direction of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the running direction of the trolley frame. The trolley crane of Claim 1 or 2 characterized by these. 走行ガーダ上を横行するトロリ台枠に、回転軸心線が略水平で且つ互いに交差するように三角配置され夫々から二本の巻上索が繰り出された第1、第2、第3の巻上ドラムと、各巻上ドラムの巻上索が三角形の固定点にV字形に斜めに接続されて前記トロリ台枠で吊り下げられる吊構体と、前記各巻上ドラムによる巻上索の吊下索長を計測する計測装置と、該計測装置で計測される各巻上ドラムの吊下索長とトロリ台枠の横行加減速指令及び走行ガーダの走行加減速指令を入力して前記吊構体を水平に保持するべく各巻上ドラムの巻取り巻出しを制御する制御装置とを設けたトロリクレーンの振れ止め方法であって、
前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線がトロリ台枠の横行方向と平行になるように三角配置し、
トロリ台枠が第1の巻上ドラム側又は第2及び第3の巻上ドラム側に横行加速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と横行加速指令とに基づき、横行加速方向前側の巻上ドラムを巻出し、横行加速方向後側の巻上ドラムを巻取ることにより吊構体を水平に保持し、
一方、トロリ台枠が第1の巻上ドラム側又は第2及び第3の巻上ドラム側に横行減速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と横行減速指令とに基づき、横行減速方向前側の巻上ドラムを巻取り、横行減速方向後側の巻上ドラムを巻出すことにより吊構体を水平に保持し、
走行ガーダが走行加速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と走行加速指令とに基づき、第1の巻上ドラムは固定のままとして第2、第3の巻上ドラムのうち走行加速方向前側の巻上ドラムを巻出し、走行加速方向後側の巻上ドラムを巻取ることにより吊構体を水平に保持し、
一方、走行ガーダが走行減速される時は、計測装置による各巻上ドラムの巻上索の吊下索長と走行減速指令とに基づき、第1の巻上ドラムは固定のままとして第2、第3の巻上ドラムのうち走行減速方向前側の巻上ドラムを巻取り、走行減速方向後側の巻上ドラムを巻出すことにより吊構体を水平に保持する
ことを特徴とするトロリクレーンの振れ止め方法。
First, second and third windings in which a trolley frame traversing the traveling girder is arranged in a triangle so that the axis of rotation is substantially horizontal and intersects each other, and two hoisting ropes are fed out from each. An upper drum, a hoisting structure in which hoisting ropes of each hoisting drum are obliquely connected to a triangular fixed point in a V shape and suspended by the trolley frame, and the hoisting length of the hoisting rope by each hoisting drum A measuring device for measuring the length of the hoisting drum, and the suspension rope length of each hoisting drum and the traverse acceleration / deceleration command of the trolley frame and the traveling acceleration / deceleration command of the traveling girder that are measured by the measuring device are input to hold the suspension structure horizontally. A trolley crane steadying method provided with a control device for controlling the winding and unwinding of each hoisting drum,
The hoisting drums are arranged in a triangle so that a line connecting the center in the length direction of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the transverse direction of the trolley frame,
When the trolley frame is laterally accelerated toward the first hoisting drum side or the second and third hoisting drums, the suspended rope length and traverse acceleration command of the hoisting rope of each hoisting drum by the measuring device; Based on the above, the hoisting drum on the front side in the traverse acceleration direction is unwound, and the hoisting drum on the rear side in the traverse acceleration direction is wound up to hold the suspension structure horizontally,
On the other hand, when the trolley frame is transversely decelerated toward the first hoisting drum side or the second and third hoisting drums, the suspended rope length and transverse deceleration of the hoisting rope of each hoisting drum by the measuring device. Based on the command, the hoisting drum on the front side in the transverse deceleration direction is wound, and the hoisting drum on the rear side in the transverse deceleration direction is unwound to hold the suspension structure horizontally.
When the traveling girder is accelerated, the first and second hoisting drums remain fixed on the basis of the suspension rope length of the hoisting rope of each hoisting drum and the running acceleration command by the measuring device. Unwinding the hoisting drum on the front side in the traveling acceleration direction among the hoisting drums, holding the hoisting body horizontally by winding the hoisting drum on the rear side in the traveling acceleration direction,
On the other hand, when the traveling girder is traveling decelerated, the first hoisting drum remains fixed based on the suspension rope length of the hoisting rope of each hoisting drum and the traveling deceleration command by the measuring device, and the second and second The trolley crane's steady rest is characterized in that the hoisting drum on the front side in the traveling deceleration direction is wound up among the hoisting drums of 3 and the hoisting drum on the rear side in the traveling deceleration direction is unwound to hold the suspension structure horizontally. Method.
前記各巻上ドラムを、第1の巻上ドラムの長さ方向中心と第2及び第3の巻上ドラムの中間点を結ぶ線が走行ガーダの走行方向と平行になるように三角配置し、前記横行方向での制御を走行方向に対して行い、前記走行方向での制御を横行方向に対して行うことを特徴とする請求項5に記載のトロリクレーンの振れ止め方法。   The hoisting drums are arranged in a triangular manner so that a line connecting the center in the length direction of the first hoisting drum and the midpoint of the second and third hoisting drums is parallel to the running direction of the running girder, The trolley crane steadying method according to claim 5, wherein control in the transverse direction is performed with respect to the traveling direction, and control in the traveling direction is performed with respect to the transverse direction. 横行加速方向前後、横行減速方向前後、走行加速方向前後、走行減速方向前後における各前後一側の巻上ドラムを巻取り、同時に他側の巻上ドラムを巻出すことにより吊構体を水平に保持することに代えて、各前後一側の巻上ドラムを巻取る操作と他側の巻上ドラムを巻出す操作の一方のみを行って吊構体を水平に保持することを特徴とする請求項5又は6に記載のトロリクレーンの振れ止め方法。   Before and after the transverse acceleration direction, transverse deceleration direction, before and after the traveling acceleration direction, before and after the traveling deceleration direction, the hoisting drum on one side of each front and rear is wound, and at the same time the hoisting drum on the other side is unwound to hold the suspension structure horizontally. 6. Instead of performing the above, only one of the operation of winding the hoisting drum on each of the front and rear sides and the operation of unwinding the hoisting drum on the other side is performed to hold the suspension structure horizontally. Or the trolley crane steadying method of 6.
JP2004042672A 2004-02-19 2004-02-19 Trolley crane and its steadying method Expired - Lifetime JP4481031B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004042672A JP4481031B2 (en) 2004-02-19 2004-02-19 Trolley crane and its steadying method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004042672A JP4481031B2 (en) 2004-02-19 2004-02-19 Trolley crane and its steadying method

Publications (2)

Publication Number Publication Date
JP2005231804A JP2005231804A (en) 2005-09-02
JP4481031B2 true JP4481031B2 (en) 2010-06-16

Family

ID=35015164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004042672A Expired - Lifetime JP4481031B2 (en) 2004-02-19 2004-02-19 Trolley crane and its steadying method

Country Status (1)

Country Link
JP (1) JP4481031B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110123928A (en) * 2010-05-10 2011-11-16 한국과학기술원 Trolley assembly for container crane
KR101914987B1 (en) * 2016-11-18 2019-01-07 삼성중공업 주식회사 Wire Supporting Type Balancing Apparatus
CN114104984A (en) * 2021-12-01 2022-03-01 中色科技股份有限公司 Type of furnace body fan overhauling crown block for aluminum alloy continuous heat treatment production line
CN116281556B (en) * 2023-02-01 2023-10-20 浙江协成起重机械有限公司 Hoisting device for crane and hoisting method thereof
CN116425007B (en) * 2023-06-05 2024-07-02 中铁建工集团有限公司 Large-span preassembled full-bolt steel structure hoisting system and method

Also Published As

Publication number Publication date
JP2005231804A (en) 2005-09-02

Similar Documents

Publication Publication Date Title
JP3129328B2 (en) Crane equipment
JP2006501115A (en) Cargo positioning method and equipment
CA2219433A1 (en) Container crane
KR101114030B1 (en) Jib crane
JP4481031B2 (en) Trolley crane and its steadying method
JPH08175784A (en) Revolving motion preventive device at time of cargo swinging of container crane
JP6352201B2 (en) Crane equipment
JP2003040577A (en) Bridge crane
JP2018095433A (en) Crane
JP2012121719A (en) Quay crane
WO2020075668A1 (en) Bridge-type cargo handling device
JPH04266397A (en) Crane with jib
JP2005008390A (en) Conveyance device for automated storage and retrieval warehouse
JP3354821B2 (en) Suspended trolley
JP3035769B2 (en) Surface treatment equipment
JP2002160891A (en) Hoisting accessory height control method and hoisting accessory height control system for crane
WO2022209012A1 (en) Crane, and control method for crane
JP2003246583A (en) Collision preventing method and apparatus for traverse trolley of crane
JPH05139689A (en) Method and device for controlling cargo anti-rock operation of jib crane
JP3321988B2 (en) Cable crane rest resting method and apparatus
JP7097401B2 (en) Crane and its control method
JP2673743B2 (en) Automatic crane
JP2009242078A (en) Suspended load steadying apparatus
JP2004277142A (en) Hoisted load horizontal direction traveling rate controlling method and device of jib crane
JPH10218561A (en) Craned-load moving speed control device and craned-load moving speed control method

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20050929

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20051122

RD01 Notification of change of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7421

Effective date: 20051122

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070216

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20070216

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100218

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100309

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100317

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130326

Year of fee payment: 3