WO2008059809A1 - Bridge crane - Google Patents

Bridge crane Download PDF

Info

Publication number
WO2008059809A1
WO2008059809A1 PCT/JP2007/071952 JP2007071952W WO2008059809A1 WO 2008059809 A1 WO2008059809 A1 WO 2008059809A1 JP 2007071952 W JP2007071952 W JP 2007071952W WO 2008059809 A1 WO2008059809 A1 WO 2008059809A1
Authority
WO
WIPO (PCT)
Prior art keywords
sheave
guide sheave
guide
trolley
girder
Prior art date
Application number
PCT/JP2007/071952
Other languages
French (fr)
Japanese (ja)
Inventor
Osamu Sasaki
Original Assignee
Sumitomo Heavy Industries Engineering & Services 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 Sumitomo Heavy Industries Engineering & Services Co., Ltd. filed Critical Sumitomo Heavy Industries Engineering & Services Co., Ltd.
Publication of WO2008059809A1 publication Critical patent/WO2008059809A1/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C11/00Trolleys or crabs, e.g. operating above runways
    • B66C11/16Rope, cable, or chain drives for trolleys; Combinations of such drives with hoisting gear

Definitions

  • the present invention relates to a bridge crane. More specifically, the present invention relates to a bridge type crane that supports both ends of a girder with rigid legs and swing legs, a trolley traverses on the girder, and lifts a load with a hook suspended from the trolley.
  • Non-Patent Document 1 As shown in Non-Patent Document 1, bridge-type cranes are used for quay handling and shipbuilding, as well as for general cargo handling. There are two main trolleys and auxiliary trolleys that traverse the girder. There are some that use.
  • the two trolleys can be moved independently or at the same time. For large luggage and hull blocks, hang them together with two hooks, and wind up and down one to open # 1.
  • the auxiliary trolley hangs one hook from the center of the girder, and the main trolley hangs two hooks from the front and rear sides of the upper surface of the girder. It is fixedly arranged.
  • the bridge crane C shown in Fig. 12 is composed of a girder 1, a rigid leg 2 fixed to one end thereof, and a swing leg 3 attached to the other end with a pin.
  • the main trolley 100 and the supplementary trolley 5 traverse on the rails provided on the girder 1.
  • a supplementary trolley 5 runs through the central part of the girder 1, and a hook 6 is suspended through a rope in the central space.
  • the main trolley 100 runs on the rails on both sides of the girder 1, and two winches 102 are mounted on the trolley cart 101.
  • guide sheaves 103 and 104 are attached to both ends of the trolley carriage 101 in the front-rear direction (direction orthogonal to the girder 1), and the hook 105 is suspended through a rope fed from each winch 102. Since the mounting positions of the guide sheaves 103 and 104 corresponding to the front and rear winches 102 are fixed, the two hooks The distance d in the front-rear direction of the hook 105 is unchanged.
  • Non-Patent Document 1 New edition Mechanical Engineering Handbook C3—Transport Machine 19 pages
  • an object of the present invention is to provide a bridge crane that can easily perform a slight back-and-forth movement and small turning movement of a suspended load.
  • the bridge crane of the first invention is a bridge crane in which a main trolley traverses on a girder, wherein a hoisting device and a guide sheave moving mechanism are provided on the trolley carriage of the main trolley,
  • the hoisting device includes a winch, a rope that is unwound from the winch, and a hook around which the rope is wound
  • the guide sheave moving mechanism includes a guide sheave around which the rope is wound.
  • a moving mechanism for advancing and retreating the guide sheave in a direction perpendicular to the longitudinal direction of the girder.
  • a bridge crane according to a second aspect of the present invention is the bridge-type crane according to the first aspect, wherein the moving mechanism includes an overhanging base fixed to the trolley bogie, a sheave bogie traveling on the upper surface of the overhanging bogie, and a forward / backward moving means for the sheave bogie.
  • the base of the overhang base is fixed to the trolley cart, and the tip projects in a direction perpendicular to the longitudinal direction of the girder.
  • the guide sheave is attached to the sheave cart. /!
  • a bridge crane according to a third aspect of the present invention is the bridge-type crane according to the second aspect, wherein the traveling path of the sheave carriage in the overhanging base is inclined downward from the proximal end toward the distal end, and the horizontal length of the traveling path is The height ratio is equal to the ratio of the number of ropes between the guide sheave and the hook and the number of ropes between the guide sheave and the winch.
  • a bridge crane according to a fourth aspect of the present invention is the first aspect of the invention, wherein the hoisting device and the guide sheave movement mechanism are provided for the front and the rear, respectively,
  • the frame is installed on the front side of the girder, and the rear guide sheave mechanism is installed on the rear side of the girder.
  • the guide sheave of the guide sheave moving mechanism when the guide sheave of the guide sheave moving mechanism is moved forward and backward by the moving mechanism, the guide sheave moves away from or approaches the girder. Therefore, the guide sheave is suspended from the rope wrapped around the guide sheave. Hooks that are still away from or approach the girder. Therefore, only the hook can be moved back and forth without moving the bridge crane itself, so that the suspended load can be moved slightly, thereby improving the efficiency of the cargo handling work.
  • the main trolley and auxiliary trolley are suspended, the main shelves guide sheaves can be moved back and forth slightly, so that the suspended load can be swiveled, so that heavy objects can be assembled efficiently.
  • the guide sheave attached to the sheave cart when the sheave cart travels on the upper surface of the overhanging platform, the guide sheave attached to the sheave cart also moves S, and the direction of movement is perpendicular to the longitudinal direction of the girder as with the overhanging platform.
  • the guide sheave moves away from or approaches the girder because of the orientation. For this reason, since the hook is also separated or approached from the girder, the suspended load can be moved slightly.
  • the travel path of the overhanging table is inclined downward, the rope length force S between the guide sheave and the hook, which is shortened by advancing the guide sheave, the height of the guide sheave on the overhanging table is high. This is compensated by the lower position. Therefore, even if the sheave cart is moved forward and backward, the hook height does not fluctuate, so cargo handling work can be performed easily. If the balance between the rope tension between the guide sheave and the winch and the rope tension between the guide sheave and the hook is matched with the inclination ratio of the overhanging stand, the combined force of the rope tension is perpendicular to the travel path of the overhanging stand. Therefore, it is not necessary to increase the forward / backward drive force of the sheave cart.
  • the hoisting device and the guide sheave moving mechanism are provided with a pair for the front and the rear, it is possible to hang a large luggage with two hooks, and the front and rear By moving the guide sheave in the same direction, even a large suspended load can be moved and rotated slightly, so that the cargo handling work can be performed efficiently.
  • the crane itself composed of a girder, a rigid leg, and a swinging leg, and the auxiliary trolley are not particularly different from the conventional example shown in FIG. 12, so only the main trolley will be described below.
  • FIG. 1 is a side view of a main trolley according to an embodiment of the present invention.
  • 1 is a girder, which consists of two left and right girders, and the center is a space.
  • the supplementary trolley 5 runs in the direction perpendicular to the paper surface as in the conventional example, and the hook 6 is suspended through the rope in the space in the center.
  • the main trolley 10 which is characteristic to the present invention is configured as follows!
  • the trolley cart 11 has wheels 12 and runs on a rail 13 (see FIG. 2) installed on the girder 1 in a direction perpendicular to the paper surface.
  • Each hoisting device includes a winch 15, a rope R, and a hook 60. These structures are the same as the conventional example.
  • the guide sheave moving mechanism 20F, 20R has a moving mechanism for moving the guide sheave around the rope R forward or backward in a direction (forward or backward) perpendicular to the longitudinal direction of the girder 1. .
  • the guide sheave moving mechanisms 20F and 20R include a guide sheave for guiding the rope R fed from the winch 15 and a moving mechanism force for moving the guide sheave forward and backward with respect to the girder 1.
  • This moving mechanism includes an overhang base 21, a sheave truck 30, and a forward / backward moving means of the sheave truck 30.
  • Each overhang base 21 is fixed to the trolley truck 11 and its tip protrudes outward. That is, the overhang base 21 on the right side in the figure protrudes forward, and the overhang base 21 on the left side in the figure protrudes rearward.
  • the sheave cart 30 is characterized in that it moves on the overhanging platform 21 so as to move away from or approach the girder 1.
  • Fig. 1 the right side is the position where the sheave cart 30 has advanced, and the left side is the sheave cart 30 Is shown in the retracted position. Since the front and rear guide sheave movement mechanisms 20F and 20R have the same configuration, only the rear guide sheave movement mechanism 20R will be described below.
  • FIG. 2 is an enlarged side view of the guide sheave moving mechanism in FIG.
  • the overhang base 21 is fixed to the leg portion of the base force S trolley carriage 11, and the tip projects outward.
  • the upper surface of the overhang base 21 is inclined downward toward the outside, and a rail 22 serving as a traveling road surface is attached on the inclined surface.
  • the horizontal length X and vertical height y of this rail 22 are the forces S that are important technical elements for keeping the height of the hook 60 constant and reducing the driving force of the sheave cart 30. The point will be described later.
  • FIG. 3 is a perspective view of the guide sheave moving mechanism as viewed obliquely from above.
  • FIG. 4 is a perspective view of the guide sheave moving mechanism as seen from an oblique rear side.
  • FIG. 5 is a perspective view of the guide sheave moving mechanism as viewed obliquely from below.
  • FIG. 6 is a front view of the sheave cart 30 and the hook 60.
  • FIG. 7 is a plan view of the guide sheave shift mechanism in the sheave cart 30.
  • the overhang base 21 and the rail 22 are provided as a pair on the left and right.
  • the sheave cart 30 has a pair of left and right side frames 31, 31, a central frame 32 that connects them, and a wheel 33 that is pivotally supported by the side frame 31. The wheel 33 rolls on the rail 22 of the overhang base 21.
  • [0015] 35 is a screw rod / nut mechanism as a forward / backward moving means.
  • a telescopic telescopic cylinder 36 is connected between the front end portion of the overhang base 21 and the rear end portion of the sheave carriage 30, and a screw rod and a long nut cylinder are incorporated therein. Then, when the screw rod is rotated by the motor 37 and the speed reducer 38 attached to the tip of the overhanging base 21, the screw rod advances and retreats, so that the sheave cart 30 can be advanced and retracted.
  • the forward / backward moving means is not limited to the screw rod / nut mechanism, and a cylinder mechanism or other advancing / retracting mechanism may be used.
  • a guide sheave for hanging the rope is attached to the lower surface of the central frame 32 of the sheave cart 30.
  • the equalizer 45 is an equalizer comprising a horizontal beam 45a and a vertical beam 45b.
  • the vertical beam 45b is pivotally supported by the central frame 32, and the horizontal beam 45a is pivotally supported by the vertical beam 45b.
  • the equalizer sieves 41 and 42 are attached to both ends of the horizontal beam 45a. It is By shifting the equalizer sheaves 41 and 42 up and down, the deviation of the rope length between the guide sheave group (to be described later) of the sheave carriage 30 and the guide sheave 6;! -66 of the hook 60 can be eliminated. Further, fixed guide sheaves 43 and 44 are attached to the central frame 32 on both the left and right sides of the equalizer 45.
  • four guide sheaves 5! -54 with a shift mechanism are provided on the upper surface of the central frame 32.
  • Guide sheaves 51 and 52 are set in the first holder 55 in the first set.
  • Guide sheaves 53 and 54 are put in the second hono-redder 56 in the second set.
  • the first and second hono-redders 55 and 56 are passed through two guide rods 57 and 58 so as to be smoothly traversed from side to side.
  • one screw rod 59 is passed through the first and second holders 55 and 56, and nuts built in the holders are screwed together.
  • the screw rod 59 is threaded in the opposite direction with respect to the middle point.
  • a winch 15 shown in FIGS. 3 and 5 has a drum 16, a motor 17, and a speed reducer 18, and the drum 16 is rotated in both forward and reverse directions by the power of the motor 17. Then, two ropes Rl and R2 are wound around one end of the drum 16 of the winch 15, and two ropes R3 and R4 are wound around the other end. When the drum 16 rotates forward and backward, the ropes R1 to R4 are unwound and unwound, and the hook 60 is raised and lowered.
  • the rope routing route including the guide sheave group between the drum 16 and the hook 60 will be described with reference to FIG.
  • two ropes Rl and R2 force S extend from one end side of the drum 16 of the winch 15, and another two ropes R3 and R4 extend from the other end side.
  • the ropes Rl and R2 are actually one continuous rope, and the middle is wrapped around the sheave 41 of the equalizer 45.
  • the rope R1 side is passed through the sheave 65 of the hook 60 ⁇ the sheave 43 of the sheave cart 30 ⁇ the sheave 61 of the hook 60 ⁇ the sheave 61 of the sheave cart 30 ⁇ the sheave 51 of the sheave cart 30 and is wound around the drum 16 and the rope R2 side is sheaveed the sheave of the hook 60.
  • 62 Sheave cart It is wound around drum 16 via sheave 52 of 30.
  • ropes R3 and R4 are actually a series of ropes, and halfway through the equalizer 45 sheave
  • the rope wrapping route described above has four ropes from the drum 16 to the sheave cart 30, and 12 ropes between the sheave cart 30 and the hook 60, and the ratio of the number of ropes is 1: 3.
  • the ratio of the number of ropes is not limited to 1: 3, but may be 1: 2 or less, or 1: 4 or more.
  • both ends of the load can be hung and handled with the level maintained.
  • both front and rear hoisting devices 14F and 14R if the winding amount of the ropes R1 to R4 is changed, the height between the front and rear hooks 60 and 60 changes, and the force S can be tilted. .
  • Fig. 1 when the sheave cart 30 of the front guide sheave moving mechanism 20F is advanced and the sheave cart 30 of the rear guide sheave moving mechanism 20R is retracted, both the front and rear hooks 60, 60 are moved forward. Moving. Conversely, when the front sheave cart 30 is moved backward and the rear sheave cart 30 is advanced, both the front and rear hooks 60, 60 move rearward.
  • the bridge crane itself does not move, and the force S can be moved forward and backward slightly.
  • the suspended load can be swiveled by slightly moving the main trolley back and forth, so the cargo handling work can be performed efficiently.
  • B1 is an installed hull block, and a new hull block B2 is suspended by the main trolley 10 and the auxiliary trolley 5 of the bridge crane C of the present invention.
  • the bridge crane C is moved forward and the hull block B2 is brought close to the existing hull block B1, even if one of the end faces is aligned with each other, the other end face may not be aligned and a slight gap d may occur.
  • the sheave cart 30 of the rear hoisting device 14R is retracted (in the arrow Ab direction)
  • the hull block B2 can turn slightly in the arrow Ar direction to match the end faces.
  • such a small turning can be easily performed, so that it is easy to finely align heavy objects such as assembling a hull block at a shipyard, and work efficiency is improved.
  • the length and height of the rail 22 of each overhang base 21 are large for keeping the height of the hook 60 constant and for driving the sheave carriage forward and backward. Since there is technical significance in the point that driving is not required, this point will be described in detail below.
  • the rail 22 is installed at an inclined force. As described above, the horizontal length X and the vertical height y are set to 3: 1. The ratio is 12 ropes from to 60 hooks and 4 ropes from drum 16 to 30 sheave carts. [0028] (Hook 60 height retention)
  • FIG. 10 is an explanatory view of the balance of rope tension in the bridge crane of the present invention. As shown in the figure, the rope tension balance V is as follows.
  • the hoisting device and the guide sheave moving mechanism are provided for the front and rear, but only the front or rear equipment may be provided.
  • a guide sheave moving mechanism may be provided on only one of the hoisting device for the front and the rear.
  • the distance between the front and rear hooks 60 can be expanded and contracted, so the amount of movement of the suspended load is half that of the installation on both sides, but a slight back-and-forth movement is possible, and the combination of the main and auxiliary trolleys is possible. There is an advantage that a small turning movement is possible in the suspension.
  • the bridge-type crane of the present invention can easily perform a slight back-and-forth movement and a small turning movement of the suspended load. Therefore, the positioning force S for large suspended loads such as building a hull by the block method is easy and accurate. It can be done.
  • FIG. 1 is a side view of a main trolley according to an embodiment of the present invention.
  • FIG. 2 is an enlarged side view of the guide sheave moving mechanism in FIG.
  • FIG. 3 is a perspective view of the guide sheave moving mechanism as viewed obliquely from above.
  • FIG. 4 is a perspective view of the guide sheave moving mechanism as viewed obliquely from the rear.
  • FIG. 5 is a perspective view of the guide sheave moving mechanism as viewed obliquely from below.
  • FIG. 6 is a front view of a sheave cart 30 and a hook 60.
  • FIG. 7 is a plan view of a guide sheave shift mechanism in the sheave cart 30.
  • FIG. 9 is an explanatory diagram of a small turning operation in the bridge crane of the present invention.
  • FIG. 10 is an explanatory view of rope tension balance in the bridge crane of the present invention.
  • FIG. 11 is a side view of a conventional main trolley.
  • FIG. 12 is a perspective view of a conventional bridge crane.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)

Abstract

Provided is a bridge crane capable of easily performing slight movement of a lifted load forward and backward. In the bridge crane, a main trolley (10) traverses over girders (1). Hoisting devices (14F, 14R) and guide sheave moving mechanisms (20F, 20R) are installed on the trolley truck (11) of the main trolley (10). Each of the hoisting devices (14F, 14R) comprises a winch (15), a rope (R) unwound from and wound on the winch (15), and hooks (60) onto which the rope (R) is hooked. Each of the guide sheave moving mechanisms (20F, 20R) comprises an extension stand (21) for moving a sheave truck (30) equipped with guide sheaves (41 to 44, 51 to 54), around which the intermediate part of the rope (R) is wound, forward and backward of the girders (1), and a forward/backward moving means (35) for the extension stand.

Description

明 細 書  Specification
橋形クレーン  Bridge crane
技術分野  Technical field
[0001] 本発明は、橋形クレーンに関する。さらに詳しくは、ガーダの両端を剛脚と揺脚とで 支え、ガーダ上をトロリーが横行して、トロリーから吊下げたフックで荷物を吊上げる 形式の橋形クレーンに関する。  [0001] The present invention relates to a bridge crane. More specifically, the present invention relates to a bridge type crane that supports both ends of a girder with rigid legs and swing legs, a trolley traverses on the girder, and lifts a load with a hook suspended from the trolley.
背景技術  Background art
[0002] 橋形クレーンには、非特許文献 1に示すように、岸壁荷役用や造船用の外、一般荷 役用があり、ガーダ上を横行するトロリーには主トロリーと補トロリーの 2台を用いたも のがある。  [0002] As shown in Non-Patent Document 1, bridge-type cranes are used for quay handling and shipbuilding, as well as for general cargo handling. There are two main trolleys and auxiliary trolleys that traverse the girder. There are some that use.
2台のトロリーは、単独で動かすこともでき、同時に連動して動かすこともできる。大 きな荷物や船体ブロックに対しては、 2本のフックで共吊りすると共に、一方を巻上げ 下げして #1けることあでさる。  The two trolleys can be moved independently or at the same time. For large luggage and hull blocks, hang them together with two hooks, and wind up and down one to open # 1.
補トロリーは、ガーダの中央から 1本のフックを吊下げ、主トロリーはガーダの上面の 前後両側から 2本のフックを吊下げる形式が多ぐ主トロリーに搭載された巻上装置 やガイドシーブは固定的に配置されている。  The auxiliary trolley hangs one hook from the center of the girder, and the main trolley hangs two hooks from the front and rear sides of the upper surface of the girder. It is fixedly arranged.
[0003] 上記のような従来例の一例を、図 11〜図 12に基づき説明する。 An example of the conventional example as described above will be described with reference to FIGS.
図 12に示す橋形クレーン Cは、ガーダ 1と、その一端に固定された剛脚 2と、他端に ピンで取付けられた揺脚 3とから構成されている。主トロリー 100と補トロリー 5はガーダ 1に設けられたレール上を横行する。  The bridge crane C shown in Fig. 12 is composed of a girder 1, a rigid leg 2 fixed to one end thereof, and a swing leg 3 attached to the other end with a pin. The main trolley 100 and the supplementary trolley 5 traverse on the rails provided on the girder 1.
図 11に示すように、ガーダ 1の中央部を補トロリー 5が走行し、中央部の空間にロー プを通してフック 6を吊下げている。  As shown in FIG. 11, a supplementary trolley 5 runs through the central part of the girder 1, and a hook 6 is suspended through a rope in the central space.
主トロリー 100はガーダ 1の両サイドのレール上を走行するものであり、トロリー台車 1 01に 2台のウィンチ 102が載せられている。また、トロリー台車 101の前後方向(ガーダ 1に直交する方向)の両端部にガイドシーブ 103,104が取付けられており、各ウィンチ 102から繰り出したロープを通して、フック 105を吊下げている。前後のウィンチ 102に それぞれ対応するガイドシーブ 103, 104の取付位置は固定的であるため、 2個のフッ ク 105の前後方向の間隔 dは不変である。 The main trolley 100 runs on the rails on both sides of the girder 1, and two winches 102 are mounted on the trolley cart 101. In addition, guide sheaves 103 and 104 are attached to both ends of the trolley carriage 101 in the front-rear direction (direction orthogonal to the girder 1), and the hook 105 is suspended through a rope fed from each winch 102. Since the mounting positions of the guide sheaves 103 and 104 corresponding to the front and rear winches 102 are fixed, the two hooks The distance d in the front-rear direction of the hook 105 is unchanged.
[0004] 以上のような構造であるため、例えば、造船所でブロック工法で船体を建造して!/、 るとき、 2個のフック 105で共吊りした大形のブロックをほんの少し移動させて、建造中 の船体に結合する場合でも、橋形クレーン Cごと動力、さねばならず、微少な移動がで きにくかった。 [0004] Because of the structure described above, for example, when building a hull with a block construction method at a shipyard, a large block co-suspended with two hooks 105 is moved slightly. Even when coupled to the hull under construction, the bridge-type crane C had to be powered, and it was difficult to move slightly.
[0005] 非特許文献 1 :新版 機械工学便覧 C3—運搬機械 19頁  [0005] Non-Patent Document 1: New edition Mechanical Engineering Handbook C3—Transport Machine 19 pages
発明の開示  Disclosure of the invention
発明が解決しょうとする課題  Problems to be solved by the invention
[0006] 本発明は上記事情に鑑み、吊荷の微少な前後移動および小旋回移動を容易にで きるようにした橋形クレーンを提供することを目的とする。 [0006] In view of the above circumstances, an object of the present invention is to provide a bridge crane that can easily perform a slight back-and-forth movement and small turning movement of a suspended load.
課題を解決するための手段  Means for solving the problem
[0007] 第 1発明の橋形クレーンは、ガーダ上を主トロリーが横行する橋形クレーンであって 、前記主トロリーのトロリー台車上に巻上装置とガイドシーブ移動機構が設けられて おり、前記巻上装置は、ウィンチと、該ウィンチから繰出し巻戻しされるロープと、該ロ ープが巻き掛けられたフックとからなり、前記ガイドシーブ移動機構は、前記ロープの 途中が巻き掛けられるガイドシーブと、該ガイドシーブを前記ガーダの長手方向に対 し直交する向きに前進させたり後退させる移動機構を備えていることを特徴とする。 第 2発明の橋形クレーンは、第 1発明において、前記移動機構は、前記トロリー台 車に固定された張出台と、該張出台の上面を走行するシーブ台車と、該シーブ台車 の前後進手段とからなり、前記張出台は、その基端が前記トロリー台車に固定され、 その先端が前記ガーダの長手方向に対し直交する向きに突出しており、前記シーブ 台車には、前記ガイドシーブが取付けられて!/、ることを特徴とする。 [0007] The bridge crane of the first invention is a bridge crane in which a main trolley traverses on a girder, wherein a hoisting device and a guide sheave moving mechanism are provided on the trolley carriage of the main trolley, The hoisting device includes a winch, a rope that is unwound from the winch, and a hook around which the rope is wound, and the guide sheave moving mechanism includes a guide sheave around which the rope is wound. And a moving mechanism for advancing and retreating the guide sheave in a direction perpendicular to the longitudinal direction of the girder. A bridge crane according to a second aspect of the present invention is the bridge-type crane according to the first aspect, wherein the moving mechanism includes an overhanging base fixed to the trolley bogie, a sheave bogie traveling on the upper surface of the overhanging bogie, and a forward / backward moving means for the sheave bogie. The base of the overhang base is fixed to the trolley cart, and the tip projects in a direction perpendicular to the longitudinal direction of the girder. The guide sheave is attached to the sheave cart. /!
第 3発明の橋形クレーンは、第 2発明において、前記張出台における前記シーブ台 車の走行路は、基端から先端に向って下傾しており、かつ該走行路の水平長さと垂 直高さの比が、前記ガイドシーブと前記フックの間のロープ本数と前記ガイドシーブと 前記ウィンチとの間のロープ本数の比と一致していることを特徴とする。  A bridge crane according to a third aspect of the present invention is the bridge-type crane according to the second aspect, wherein the traveling path of the sheave carriage in the overhanging base is inclined downward from the proximal end toward the distal end, and the horizontal length of the traveling path is The height ratio is equal to the ratio of the number of ropes between the guide sheave and the hook and the number of ropes between the guide sheave and the winch.
第 4発明の橋形クレーンは、第 1発明において、前記巻上装置と前記ガイドシーブ 移動機構は、それぞれ前方用と後方用が設けられており、前方用のガイドシーブ機 構は、前記ガーダの前方側に設置され、後方用のガイドシーブ機構は、前記ガーダ の後方側に設置されていることを特徴とする。 A bridge crane according to a fourth aspect of the present invention is the first aspect of the invention, wherein the hoisting device and the guide sheave movement mechanism are provided for the front and the rear, respectively, The frame is installed on the front side of the girder, and the rear guide sheave mechanism is installed on the rear side of the girder.
発明の効果  The invention's effect
[0008] 第 1発明によれば、ガイドシーブ移動機構のガイドシーブを移動機構によって前進 後退させると、ガイドシーブがガーダから離れたり近づいたりするので、ガイドシーブ に巻き掛けられたロープから垂下しているフックもガーダから離間したり接近したりす る。よって、橋形クレーン自体を動かさなくてもフックのみの前後移動ができるので、 吊荷の微少移動ができ、それにより荷役作業の能率が向上する。また、主トロリーと 補トロリーにて合吊りした場合は、主トロリーのガイドシーブを微少に前後進させること により吊荷を小旋回させることができるので、重量物の組付け作業が能率よく行える。 第 2発明によれば、張出台の上面をシーブ台車が走行すると、シーブ台車に取付 けられているガイドシーブも移動する力 S、その移動方向は張出台と同じくガーダの長 手方向に直交する向きであるため、ガイドシーブがガーダから離れたり近づいたりす る。このため、フックもガーダから離間したり接近するので、吊荷の微少移動が可能と なる。  [0008] According to the first invention, when the guide sheave of the guide sheave moving mechanism is moved forward and backward by the moving mechanism, the guide sheave moves away from or approaches the girder. Therefore, the guide sheave is suspended from the rope wrapped around the guide sheave. Hooks that are still away from or approach the girder. Therefore, only the hook can be moved back and forth without moving the bridge crane itself, so that the suspended load can be moved slightly, thereby improving the efficiency of the cargo handling work. When the main trolley and auxiliary trolley are suspended, the main shelves guide sheaves can be moved back and forth slightly, so that the suspended load can be swiveled, so that heavy objects can be assembled efficiently. According to the second invention, when the sheave cart travels on the upper surface of the overhanging platform, the guide sheave attached to the sheave cart also moves S, and the direction of movement is perpendicular to the longitudinal direction of the girder as with the overhanging platform. The guide sheave moves away from or approaches the girder because of the orientation. For this reason, since the hook is also separated or approached from the girder, the suspended load can be moved slightly.
第 3発明によれば、張出台の走行路が下傾しているので、ガイドシーブを前進させ たことで短くなるガイドシーブとフック間のロープ長さ力 S、張出台上のガイドシーブの 高さ位置が低くなることによって補償される。よって、シーブ台車を前後進させてもフ ックの高さが変動しないので、荷役作業を容易に行える。また、ガイドシーブとウィン チ間のロープ張力とガイドシーブとフック間のロープ張力の釣合いを張出台の傾斜 比率と一致させておくと、ロープ張力の合成力が張出台の走行路に対し、直角に作 用するので、シーブ台車の前後進駆動力を大きくする必要はなくなる。  According to the third aspect of the invention, since the travel path of the overhanging table is inclined downward, the rope length force S between the guide sheave and the hook, which is shortened by advancing the guide sheave, the height of the guide sheave on the overhanging table is high. This is compensated by the lower position. Therefore, even if the sheave cart is moved forward and backward, the hook height does not fluctuate, so cargo handling work can be performed easily. If the balance between the rope tension between the guide sheave and the winch and the rope tension between the guide sheave and the hook is matched with the inclination ratio of the overhanging stand, the combined force of the rope tension is perpendicular to the travel path of the overhanging stand. Therefore, it is not necessary to increase the forward / backward drive force of the sheave cart.
第 4発明によれば、巻上装置とガイドシーブ移動機構として、前方用と後方用の一 対が設けられているので、 2個のフックによる長大荷物の共吊りが可能であり、しかも 前後のガイドシーブを同じ向きに移動させることで、長大吊荷であっても、その微少 移動も小旋回も行えるので、荷役作業が能率よく行える。  According to the fourth invention, since the hoisting device and the guide sheave moving mechanism are provided with a pair for the front and the rear, it is possible to hang a large luggage with two hooks, and the front and rear By moving the guide sheave in the same direction, even a large suspended load can be moved and rotated slightly, so that the cargo handling work can be performed efficiently.
発明を実施するための最良の形態  BEST MODE FOR CARRYING OUT THE INVENTION
[0009] つぎに、本発明の実施形態を図面に基づき説明する。 本発明の橋形クレーンは、ガーダと剛脚と揺脚からなるクレーン自体および補トロリ 一は図 12に示す従来例と特に変えるところはないため、以下に主トロリーについての み説明する。 Next, embodiments of the present invention will be described with reference to the drawings. In the bridge crane of the present invention, the crane itself composed of a girder, a rigid leg, and a swinging leg, and the auxiliary trolley are not particularly different from the conventional example shown in FIG. 12, so only the main trolley will be described below.
[0010] 図 1は本発明の一実施形態に係る主トロリーの側面図である。  FIG. 1 is a side view of a main trolley according to an embodiment of the present invention.
図 1において、 1はガーダで、左右 2本の桁から構成されており、中央部は空間とな つている。ガーダ 1の中央部には、従来例と同じく補トロリー 5が紙面に直角な方向に 走行するようになっており、中央部の空間にロープを通して、フック 6を吊下げている In Fig. 1, 1 is a girder, which consists of two left and right girders, and the center is a space. In the center of the girder 1, the supplementary trolley 5 runs in the direction perpendicular to the paper surface as in the conventional example, and the hook 6 is suspended through the rope in the space in the center.
Yes
本発明にお!/、て特徴のある主トロリー 10は、以下のように構成されて!/、る。 トロリー台車 11は車輪 12を備えており、ガーダ 1上に設置されたレール 13 (図 2参 照)上を紙面に直角な方向に走行するようになっている。  The main trolley 10 which is characteristic to the present invention is configured as follows! The trolley cart 11 has wheels 12 and runs on a rail 13 (see FIG. 2) installed on the girder 1 in a direction perpendicular to the paper surface.
[0011] 前記トロリー台車 11上には、 2台の巻上装置 14F,14Rと 2台のガイドシーブ移動機 構 20F,20Rが設置されている。図中右側が前方用で、ガーダ 1の前面から前方に突 出した位置でフック 60を吊降ろしている。図中左側が後方用で、ガーダ 1の後面から 後方に突出した位置でフック 60を吊降ろしている。 [0011] On the trolley carriage 11, two hoisting devices 14F and 14R and two guide sheave moving mechanisms 20F and 20R are installed. The right side in the figure is for the front, and the hook 60 is suspended at a position protruding forward from the front of the girder 1. The left side in the figure is for the rear, and the hook 60 is suspended at a position protruding rearward from the rear surface of the girder 1.
各巻上装置は、いずれも、ウィンチ 15とロープ Rと、フック 60とから構成されている。 なお、これらの構造は従来例と同一構成である。前記ガイドシーブ移動機構 20F,20R は、前記ロープ Rの途中が巻き掛けられるガイドシーブをガーダ 1の長手方向に対し 直交する向き(前方または後方)に前進させたり後退させる移動機構を有している。  Each hoisting device includes a winch 15, a rope R, and a hook 60. These structures are the same as the conventional example. The guide sheave moving mechanism 20F, 20R has a moving mechanism for moving the guide sheave around the rope R forward or backward in a direction (forward or backward) perpendicular to the longitudinal direction of the girder 1. .
[0012] 前記ガイドシーブ移動機構 20F,20Rは、前記ウィンチ 15から繰出されたロープ Rを 案内するガイドシーブと、このガイドシーブをガーダ 1に対して前後進させる移動機構 力、らなる。この移動機構は、張出台 21とシーブ台車 30とシーブ台車 30の前後進手 段とから構成されている。 [0012] The guide sheave moving mechanisms 20F and 20R include a guide sheave for guiding the rope R fed from the winch 15 and a moving mechanism force for moving the guide sheave forward and backward with respect to the girder 1. This moving mechanism includes an overhang base 21, a sheave truck 30, and a forward / backward moving means of the sheave truck 30.
各張出台 21はトロリー台車 11に固定されて、その先端が外方に突出している。す なわち、図中右側の張出台 21は前方に突出し、図中左側の張出台 21は後方に突 出している。そして、シーブ台車 30は、張出台 21上で、ガーダ 1から離れたり近づい たりするように移動する点に特徴がある。  Each overhang base 21 is fixed to the trolley truck 11 and its tip protrudes outward. That is, the overhang base 21 on the right side in the figure protrudes forward, and the overhang base 21 on the left side in the figure protrudes rearward. The sheave cart 30 is characterized in that it moves on the overhanging platform 21 so as to move away from or approach the girder 1.
図 1において、右側はシーブ台車 30が前進した位置にあり、左側はシーブ台車 30 が後退した位置で示されている。前方と後方のガイドシーブ移動機構 20F,20Rは、同 一構成であるため、以下では後方のガイドシーブ移動機構 20Rのみを説明する。 In Fig. 1, the right side is the position where the sheave cart 30 has advanced, and the left side is the sheave cart 30 Is shown in the retracted position. Since the front and rear guide sheave movement mechanisms 20F and 20R have the same configuration, only the rear guide sheave movement mechanism 20R will be described below.
[0013] 図 2は図 1におけるガイドシーブ移動機構の拡大側面図である。  FIG. 2 is an enlarged side view of the guide sheave moving mechanism in FIG.
図 2に示すように、張出台 21は、基部力 Sトロリー台車 11の脚部に固定され、先端は 外向きに張出している。張出台 21の上面は外側に向って下傾しており、その傾斜面 上には、走行路面となるレール 22が取付けられている。このレール 22の水平長さ Xと 垂直高さ yはフック 60の高さを一定に維持したり、シーブ台車 30の駆動力を低減す るのに重要な技術要素をなしている力 S、この点は後述する。  As shown in FIG. 2, the overhang base 21 is fixed to the leg portion of the base force S trolley carriage 11, and the tip projects outward. The upper surface of the overhang base 21 is inclined downward toward the outside, and a rail 22 serving as a traveling road surface is attached on the inclined surface. The horizontal length X and vertical height y of this rail 22 are the forces S that are important technical elements for keeping the height of the hook 60 constant and reducing the driving force of the sheave cart 30. The point will be described later.
[0014] 図 3は同ガイドシーブ移動機構の斜め上方からみた透視図である。図 4は同ガイド シーブ移動機構の斜め後方からみた透視図である。図 5は同ガイドシーブ移動機構 の斜め下方からみた透視図である。図 6はシーブ台車 30とフック 60の正面図である 。図 7はシーブ台車 30におけるガイドシーブシフト機構の平面図である。  FIG. 3 is a perspective view of the guide sheave moving mechanism as viewed obliquely from above. FIG. 4 is a perspective view of the guide sheave moving mechanism as seen from an oblique rear side. FIG. 5 is a perspective view of the guide sheave moving mechanism as viewed obliquely from below. FIG. 6 is a front view of the sheave cart 30 and the hook 60. FIG. 7 is a plan view of the guide sheave shift mechanism in the sheave cart 30.
図 3および図 6に示すように、張出台 21とレール 22は左右一対設けられている。そ して、シーブ台車 30は左右一対の側部フレーム 31 , 31とこれらを連結する中央フレ ーム 32と、側部フレーム 31に軸支された車輪 33を有している。車輪 33は、前記張出 台 21のレール 22上を転動する。  As shown in FIGS. 3 and 6, the overhang base 21 and the rail 22 are provided as a pair on the left and right. The sheave cart 30 has a pair of left and right side frames 31, 31, a central frame 32 that connects them, and a wheel 33 that is pivotally supported by the side frame 31. The wheel 33 rolls on the rail 22 of the overhang base 21.
[0015] 35は前後進手段としてのネジ棒 ·ナット機構である。  [0015] 35 is a screw rod / nut mechanism as a forward / backward moving means.
前記張出台 21の先端部と前記シーブ台車 30の後端部との間に、テレスコープ式 の伸縮筒 36が連結され、その内部にはネジ棒と長尺のナット筒が内蔵されている。 そして、ネジ棒を張出台 21の先端部に取付けたモータ 37と減速器 38によって回転 させると、ネジ棒が進退するので、シーブ台車 30を進退させることができる。  A telescopic telescopic cylinder 36 is connected between the front end portion of the overhang base 21 and the rear end portion of the sheave carriage 30, and a screw rod and a long nut cylinder are incorporated therein. Then, when the screw rod is rotated by the motor 37 and the speed reducer 38 attached to the tip of the overhanging base 21, the screw rod advances and retreats, so that the sheave cart 30 can be advanced and retracted.
なお、前後進手段としては、ネジ棒 ·ナット機構に限らず、シリンダ機構その他の進 退機構を用いてもよい。  The forward / backward moving means is not limited to the screw rod / nut mechanism, and a cylinder mechanism or other advancing / retracting mechanism may be used.
[0016] 図 6に示すように、シーブ台車 30の中央フレーム 32の下面には、ロープ掛け廻し 用のガイドシーブが取付けられている。  As shown in FIG. 6, a guide sheave for hanging the rope is attached to the lower surface of the central frame 32 of the sheave cart 30.
45はイコライザで、水平ビーム 45aと垂直ビーム 45bとからなり、垂直ビーム 45bは中 央フレーム 32に揺動自在に軸支され、水平ビーム 45aは垂直ビーム 45bに揺動自在 に軸支されている。そして、水平ビーム 45aの両端部にィコラザシーブ 41 , 42が取付 けられている。このイコライザシーブ 41 , 42が上下に変位することによって、シーブ台 車 30の後述するガイドシーブ群とフック 60のガイドシーブ 6;!〜 66の間のロープ長の 片寄りを解消することができる。また、イコライザ 45の左右両側における中央フレーム 32には、固定のガイドシーブ 43, 44が取付けられている。 45 is an equalizer comprising a horizontal beam 45a and a vertical beam 45b. The vertical beam 45b is pivotally supported by the central frame 32, and the horizontal beam 45a is pivotally supported by the vertical beam 45b. . And the equalizer sieves 41 and 42 are attached to both ends of the horizontal beam 45a. It is By shifting the equalizer sheaves 41 and 42 up and down, the deviation of the rope length between the guide sheave group (to be described later) of the sheave carriage 30 and the guide sheave 6;! -66 of the hook 60 can be eliminated. Further, fixed guide sheaves 43 and 44 are attached to the central frame 32 on both the left and right sides of the equalizer 45.
[0017] 図 6および図 7に示すように、中央フレーム 32の上面には、シフト機構付きのガイド シーブ 5;!〜 54が 4枚設けられている。ガイドシーブ 51 , 52が第 1セットで、第 1ホル ダー 55に入れられている。ガイドシーブ 53, 54は第 2セットで第 2ホノレダー 56に入れ られている。第 1、第 2ホノレダー 55, 56は 2本のガイド棒 57, 58に通されて、左右の 横行が円滑に行われるようにガイドされている。また、第 1、第 2ホルダー 55, 56には 1本のネジ棒 59が通され、各ホルダーに内蔵したナットが螺合している。そして、ネジ 棒 59には、中間点を境にして左右逆向きのネジが切られている。よって、ネジ棒 59 を正逆回転させると、第 1、第 2ホルダー 55, 56を互いに近づけたり離間するよう移 動させること力 Sできる。なお、図 6においては複雑化を避けるため、ガイド棒 58を省略 し、各ホノレダ 55, 56も簡略化して図示している。  As shown in FIG. 6 and FIG. 7, four guide sheaves 5! -54 with a shift mechanism are provided on the upper surface of the central frame 32. Guide sheaves 51 and 52 are set in the first holder 55 in the first set. Guide sheaves 53 and 54 are put in the second hono-redder 56 in the second set. The first and second hono-redders 55 and 56 are passed through two guide rods 57 and 58 so as to be smoothly traversed from side to side. Further, one screw rod 59 is passed through the first and second holders 55 and 56, and nuts built in the holders are screwed together. The screw rod 59 is threaded in the opposite direction with respect to the middle point. Therefore, when the screw rod 59 is rotated forward and backward, the force S can be moved to move the first and second holders 55 and 56 closer to or away from each other. In FIG. 6, in order to avoid complication, the guide rod 58 is omitted, and each of the honorders 55 and 56 is shown in a simplified manner.
[0018] 図 6 ίこおレヽて、符号 60(まフックであり、 6枚のシーフ、、61 , 62, 63, 64, 65, 66を有 している。このシーブ 6;!〜 66とシーブ台車 30の各ガイドシーブ 4;!〜 44、 51— 54(7) 間には複数本のロープ Rが掛け廻される力 S、その掛け廻し経路は図 8に基づき後述 する。  [0018] Te Figure 6 ί Nobi Rere, reference numeral 60 (or a hook, which have a six Thief ,, 61, 62, 63, 64, 65, 66 this sheave 6;. And ~ 66! The guide sheaves 4 of the sheave cart 30;! ~ 44, 51-54 (7), the force S around which a plurality of ropes R are hung, and the hung route will be described later with reference to FIG.
[0019] 図 3および図 5に示すウィンチ 15は、ドラム 16とモータ 17と減速機 18を有しており、 モータ 17の動力によってドラム 16が正逆両方向に回転するようになっている。そして 、ウィンチ 15のドラム 16の一端部には 2本のロープ Rl , R2を巻取り、他端部には、 2 本のロープ R3, R4を巻取っている。このドラム 16が正逆回転すると、これらのロープ R1〜R4を巻出し巻戻して、フック 60を上げ下げすることになる。なお、このドラム 16 とフック 60の間のガイドシーブ群も含めたロープの掛け廻し経路は図 8に基づき説明 する。  A winch 15 shown in FIGS. 3 and 5 has a drum 16, a motor 17, and a speed reducer 18, and the drum 16 is rotated in both forward and reverse directions by the power of the motor 17. Then, two ropes Rl and R2 are wound around one end of the drum 16 of the winch 15, and two ropes R3 and R4 are wound around the other end. When the drum 16 rotates forward and backward, the ropes R1 to R4 are unwound and unwound, and the hook 60 is raised and lowered. The rope routing route including the guide sheave group between the drum 16 and the hook 60 will be described with reference to FIG.
また、前記ドラム 16の回転は、チェーン 19a, 19b, 19cを介して、前記ネジ棒 59に伝 え、ネジ棒 59を正逆両方向に回転させるようになつている。このため、ドラム 16から口 ープ Rl , R2のグループおよびロープ R3, R4のグループが引出される位置に合わ せて、第 1、第 2ホルダー 55, 56が左右に移動するので、ロープ R1〜R4の乱巻きが 生じなくなる。 The rotation of the drum 16 is transmitted to the screw rod 59 via the chains 19a, 19b, 19c, and the screw rod 59 is rotated in both forward and reverse directions. For this reason, the groups of the loops Rl and R2 and the groups of the ropes R3 and R4 are aligned with the positions where the drums 16 are drawn from the drum 16. As a result, the first and second holders 55 and 56 move to the left and right, so that the ropes R1 to R4 are not distorted.
[0020] 図 8において、ウィンチ 15のドラム 16の一端側からは 2本のロープ Rl , R2力 S伸び、 他端側からは別の 2本のロープ R3, R4が伸びている。ロープ Rl , R2は実際は一続 きになった 1本のロープで、その途中がイコライザ 45のシーブ 41に巻き掛けられてい る。そして、ロープ R1側がフック 60のシーブ 65→シーブ台車 30のシーブ 43→フック 60のシーブ 61→シーブ台車 30のシーブ 51を経て、ドラム 16に掛け廻わされ、ロー プ R2側が、フック 60のシーブ 62→シーブ台車 30のシーブ 52を経て、ドラム 16に掛 け廻されている。  In FIG. 8, two ropes Rl and R2 force S extend from one end side of the drum 16 of the winch 15, and another two ropes R3 and R4 extend from the other end side. The ropes Rl and R2 are actually one continuous rope, and the middle is wrapped around the sheave 41 of the equalizer 45. The rope R1 side is passed through the sheave 65 of the hook 60 → the sheave 43 of the sheave cart 30 → the sheave 61 of the hook 60 → the sheave 61 of the sheave cart 30 → the sheave 51 of the sheave cart 30 and is wound around the drum 16 and the rope R2 side is sheaveed the sheave of the hook 60. 62 → Sheave cart It is wound around drum 16 via sheave 52 of 30.
[0021] また、ロープ R3, R4も実際は一続きのロープで、その途中がイコライザ 45のシーブ  [0021] In addition, the ropes R3 and R4 are actually a series of ropes, and halfway through the equalizer 45 sheave
42に巻き掛けられている。そして、ロープ R3側カ、フック 60のシーブ 66→シーブ台 車 30のシーブ 44→フック 60のシーブ 64→シーブ台車 30のシーブ 54を経て、ドラム 16に掛け廻され、ロープ R4側力 フック 60のシーブ 63→シーブ台車 30のシーブ 53 を経て、ドラム 16に掛け廻されている。  It is wrapped around 42. Then, rope R3 side, hook 60 sheave 66 → sheave cart 30 sheave 44 → hook 60 sheave 64 → sheave cart 30 sheave 54, and it is wrapped around drum 16 and rope R4 side force hook 60 Sheave 63 → Sheave cart 30 After sheave 53, it is wound around drum 16.
[0022] 上記のロープ掛け廻し経路は、ドラム 16からシーブ台車 30までのロープ本数が 4 本で、シーブ台車 30とフック 60の間のロープ本数が 12本になっており、ロープ本数 の比が 1 : 3である。  [0022] The rope wrapping route described above has four ropes from the drum 16 to the sheave cart 30, and 12 ropes between the sheave cart 30 and the hook 60, and the ratio of the number of ropes is 1: 3.
なお、このロープ本数の比は 1 : 3に限らず、 1 : 2以下でもよぐ 1 : 4以上であっても よい。  The ratio of the number of ropes is not limited to 1: 3, but may be 1: 2 or less, or 1: 4 or more.
[0023] つぎに、本実施形態に係る巻上装置 14F,14Rの使用方法を図 1に基づき説明する Next, a method of using the hoisting devices 14F and 14R according to the present embodiment will be described with reference to FIG.
Yes
各巻上装置 14F,14Rともにウィンチ 15のドラム 16を回転させて、ロープ R1〜R4を 繰り出すと、フック 60を下降させることができ、ドラム 16を逆回転させて、ロープ R;!〜 R4を巻き取ると、フック 60を上昇させること力 Sできる。  In each of the hoisting devices 14F and 14R, when the drum 16 of the winch 15 is rotated and the ropes R1 to R4 are fed out, the hook 60 can be lowered, and the drum 16 is rotated in the reverse direction to wind the rope R;! If you take it, you can raise the hook 60 force S.
前後 2台の巻上装置 14F,14Rのフック 60, 60を同期させて昇降させると、荷物の両 端を吊って、その水平を保ったまま荷役することができる。また、前後 2台の巻上装置 14F,14Rにおいて、ロープ R1〜R4の巻取量を互いに変えると、前後のフック 60, 60 間の高さが変り、吊荷を頃斜させること力 Sできる。 [0024] 図 1に示すように、前方ガイドシーブ移動機構 20Fのシーブ台車 30を前進させ、後 方ガイドシーブ移動機構 20Rのシーブ台車 30を後退させると、前後のフック 60, 60 は共に前方に移動する。また逆に前方のシーブ台車 30を後退させ、後方のシーブ 台車 30を前進させると、前後のフック 60, 60は共に後方に移動する。 If the hooks 60, 60 of the two front and rear hoisting devices 14F, 14R are moved up and down in synchronization, both ends of the load can be hung and handled with the level maintained. In addition, in the two front and rear hoisting devices 14F and 14R, if the winding amount of the ropes R1 to R4 is changed, the height between the front and rear hooks 60 and 60 changes, and the force S can be tilted. . [0024] As shown in Fig. 1, when the sheave cart 30 of the front guide sheave moving mechanism 20F is advanced and the sheave cart 30 of the rear guide sheave moving mechanism 20R is retracted, both the front and rear hooks 60, 60 are moved forward. Moving. Conversely, when the front sheave cart 30 is moved backward and the rear sheave cart 30 is advanced, both the front and rear hooks 60, 60 move rearward.
この動きを利用すると、橋形クレーンそのものは移動しないで、吊荷を微少に前後 進させること力 Sできる。また、主トロリーと補トロリーにて合吊りした場合、主トロリーを微 少に前後させることにより吊荷を小旋回させることが行えるので、荷役作業が能率よく 行える。  By using this movement, the bridge crane itself does not move, and the force S can be moved forward and backward slightly. In addition, when the main trolley and the auxiliary trolley are suspended, the suspended load can be swiveled by slightly moving the main trolley back and forth, so the cargo handling work can be performed efficiently.
[0025] 図 9に基づき、上記の小旋回作業を詳述する。同図において、 B1は設置済みの船 体ブロックであり、新しい船体ブロック B2は本発明の橋形クレーン Cの主トロリー 10と 補トロリー 5によって合吊りされている。橋形クレーン Cを前進させて、船体ブロック B2 を既設の船体ブロック B1に接近させた場合、一方の端面が互いに合っても他方の端 面が合わず、多少の隙間 dが生ずることがある。このような場合、後方用の巻上装置 1 4Rのシーブ台車 30を後退させると(矢印 Ab方向)、船体ブロック B2は矢印 Ar方向 に少し旋回して、端面を合わすことができる。本発明によれば、このような小旋回が容 易に行えるので、造船所での船体ブロックの組立てなどの重量物の微少位置合わせ が容易に行え、作業効率が向上する。  Based on FIG. 9, the above-mentioned small turning operation will be described in detail. In the figure, B1 is an installed hull block, and a new hull block B2 is suspended by the main trolley 10 and the auxiliary trolley 5 of the bridge crane C of the present invention. When the bridge crane C is moved forward and the hull block B2 is brought close to the existing hull block B1, even if one of the end faces is aligned with each other, the other end face may not be aligned and a slight gap d may occur. In such a case, when the sheave cart 30 of the rear hoisting device 14R is retracted (in the arrow Ab direction), the hull block B2 can turn slightly in the arrow Ar direction to match the end faces. According to the present invention, such a small turning can be easily performed, so that it is easy to finely align heavy objects such as assembling a hull block at a shipyard, and work efficiency is improved.
[0026] また、前後のシーブ台車 30, 30を互いに前進させると、 2本のフック 60, 60間の間 隔 Dwが広がり、前後のシーブ台車 30, 30を互いに後退させると、 2本のフック 60, 6 0間の間隔 Dnが狭くなるので、搬送ブロックの大きさに合わせた適正な吊り位置が選 択できるという利点がある。  [0026] In addition, when the front and rear sheave carts 30, 30 are moved forward, the distance Dw between the two hooks 60, 60 increases, and when the front and rear sheave carts 30, 30 are moved backward, the two hooks Since the distance Dn between 60 and 60 becomes narrow, there is an advantage that an appropriate suspension position can be selected according to the size of the transport block.
[0027] 本発明のガイドシーブ移動機構 20F,20Rにおいて、各張出台 21のレール 22の長さ と高さは、フック 60の高さを一定に保つ点と、シーブ台車の前後進駆動に大きな駆 動力を要しないという点の二つに技術的意義があるので、以下のこの点を詳述する。 上記の実施形態において、レール 22は傾斜して設置されている力 既述のごとく、 その水平長さ Xと垂直高さ yは、 3 : 1に設定されており、この数値は、シーブ台車 30か らフック 60までのロープ本数 12本とドラム 16からシーブ台車 30までのロープ本数 4 本の比率と同一である。 [0028] (フック 60の高さ保持) [0027] In the guide sheave moving mechanism 20F, 20R of the present invention, the length and height of the rail 22 of each overhang base 21 are large for keeping the height of the hook 60 constant and for driving the sheave carriage forward and backward. Since there is technical significance in the point that driving is not required, this point will be described in detail below. In the above embodiment, the rail 22 is installed at an inclined force. As described above, the horizontal length X and the vertical height y are set to 3: 1. The ratio is 12 ropes from to 60 hooks and 4 ropes from drum 16 to 30 sheave carts. [0028] (Hook 60 height retention)
上記の構成であると、ドラム 16を停止していてシーブ台車 30を前後に移動したとき に生ずるシーブ台車 30のガイドシーブ 4;!〜 44からフック 60間におけるロープの伸 び縮みは、シーブ台車 30が低い位置に移動することで等量分を吸収される。よって 、フック 60の高さは変わらないので、吊荷の高さを変えずに、水平方向の微少送りの みが可能となる。このため、造船所において大形の重量である船体ブロック等を建造 中の船体に組み付ける作業において、位置合わせが容易に行えるという効果を奏す  With the above configuration, the guide sheave 4 of the sheave cart 30 that is generated when the drum 16 is stopped and the sheave cart 30 is moved back and forth. Equivalent amount is absorbed by moving 30 to a lower position. Therefore, since the height of the hook 60 does not change, only a slight horizontal feed is possible without changing the height of the suspended load. For this reason, in the work of assembling hull blocks, etc., which are large in weight at the shipyard, to the hull under construction, there is an effect that positioning can be easily performed.
[0029] (シーブ台車 30の,駆動力) [0029] (Sheave cart 30, driving force)
図 10は本発明の橋形クレーンにおけるロープ張力の釣合いの説明図である。 同図に示すように、ロープ張力の釣合 V、を下記のようにする。  FIG. 10 is an explanatory view of the balance of rope tension in the bridge crane of the present invention. As shown in the figure, the rope tension balance V is as follows.
シーブ台車 30のシーブ 5;!〜 54→ドラム 16への張力 fh= l  Sheave cart 30 sheave 5;! ~ 54 → tension to drum 16 fh = l
シーブ台車 30のシーブ 5;!〜 54→フック 60のシーブ 6;!〜 66への張力 fv= 3 上記の場合、張力 fhと張力 fvの合成力 Fは、張出台 21のレール 22に直角に作用 することになる。  Sheave 5 of the sheave cart 30;! To 54 → Sheave 6 of the hook 60;! To 66 tension fv = 3 In the above case, the combined force Fh and tension fv is perpendicular to the rail 22 of the overhang 21 Will act.
このことは、フック荷重の増減があっても、シーブ台車 30の前後進手段であるモー タ 37への作用荷重に変化がないとことを意味する。このため、モータ 37はシーブ台 車 30が張出台 21の傾斜を転がり落ちようとする荷重を支えるだけでよぐフック 60に 大きな荷重を吊っても大きな駆動力を与える必要はない。  This means that even if the hook load increases or decreases, the applied load to the motor 37, which is the forward / backward moving means of the sheave cart 30, does not change. For this reason, the motor 37 does not need to give a large driving force even when a large load is suspended on the hook 60, which only supports the load that the sheave cart 30 tries to roll down the slope of the overhanging platform 21.
[0030] (他の実施形態) [0030] (Other Embodiments)
つぎに、本発明の他の実施形態を説明する。  Next, another embodiment of the present invention will be described.
前記したレール 22の水平長さ Xと垂直高さ yの比率は、ロープの巻取本数比に合わ せる必要があり、ドラム 16とシーブ台車 30におけるガイドシーブ 5;!〜 54間のロープ 本数 Yとシーブ台車 30のガイドシーブ 4;!〜 44とフック 60のガイドシーブ 5;!〜 54間 のロープ本数 との間で : = :丫とする必要がぁる。 The ratio between the horizontal length X and the vertical height y of the rail 22 described above must be matched to the ratio of the number of windings of the rope, and the number of ropes Y between the drum 16 and the guide sheave 5 in the sheave cart 30; And sheave cart 30 guide sheave 4;! ~ 44 and hook 60 guide sheave 5;! ~ 54 ropes between : =: Must be 丫.
例えば、ロープ本数 Y :ロープ本数 Xが 1 : 2であれば、レール 22の水平長さ Xと垂直 高さ yは、 1 : 2とすればよぐまた、ロープ本数 Y :ロープ本数 Xが 1 : 4であれば、レー ル 22の水平長さ Xと垂直高さ yは、 1 : 4とすればよい。 [0031] 上記実施形態では、巻上装置とガイドシーブ移動機構につき、前方用と後方用を 設置したが、前方用または後方用の設備のみを設けてもよい。 For example, if the number of ropes Y: the number of ropes X is 1: 2, the horizontal length X and the vertical height y of the rail 22 can be set to 1: 2, and the number of ropes Y: the number of ropes X is 1. If 4: 4, the horizontal length X and vertical height y of rail 22 should be 1: 4. [0031] In the above embodiment, the hoisting device and the guide sheave moving mechanism are provided for the front and rear, but only the front or rear equipment may be provided.
また、巻上装置の前方用と後方用を設けても、いずれか一方にのみガイドシーブ移 動機構を設けてもよい。  In addition, a guide sheave moving mechanism may be provided on only one of the hoisting device for the front and the rear.
これらの構成でも、前後のフック 60間の間隔を伸縮させることができるので、吊荷の 移動量は両側設置の半分と成るが、微少な前後移動が可能となり、主トロリーと補トロ リーの合吊りに於いては小旋回移動が可能となる等の利点がある。  Even in these configurations, the distance between the front and rear hooks 60 can be expanded and contracted, so the amount of movement of the suspended load is half that of the installation on both sides, but a slight back-and-forth movement is possible, and the combination of the main and auxiliary trolleys is possible. There is an advantage that a small turning movement is possible in the suspension.
さらに、補トロリー 5を用いない構成であってもよぐそのような橋形クレーンも本発明 に含まれる。  Furthermore, such a bridge crane which does not require the auxiliary trolley 5 is also included in the present invention.
産業上の利用可能性  Industrial applicability
[0032] 本発明の橋形クレーンは、吊荷の微少な前後移動や小旋回移動が容易にできるの で、ブロック工法で船体を建造するような大型吊荷の位置合せ力 S、容易かつ正確に 行える。 [0032] The bridge-type crane of the present invention can easily perform a slight back-and-forth movement and a small turning movement of the suspended load. Therefore, the positioning force S for large suspended loads such as building a hull by the block method is easy and accurate. It can be done.
図面の簡単な説明  Brief Description of Drawings
[0033] [図 1]本発明の一実施形態に係る主トロリーの側面図である。  FIG. 1 is a side view of a main trolley according to an embodiment of the present invention.
[図 2]図 1におけるガイドシーブ移動機構の拡大側面図である。  FIG. 2 is an enlarged side view of the guide sheave moving mechanism in FIG.
[図 3]同ガイドシーブ移動機構の斜め上方からみた透視図である。  FIG. 3 is a perspective view of the guide sheave moving mechanism as viewed obliquely from above.
[図 4]同ガイドシーブ移動機構の斜め後方からみた透視図である。  FIG. 4 is a perspective view of the guide sheave moving mechanism as viewed obliquely from the rear.
[図 5]同ガイドシーブ移動機構の斜め下方からみた透視図である。  FIG. 5 is a perspective view of the guide sheave moving mechanism as viewed obliquely from below.
[図 6]シーブ台車 30とフック 60の正面図である。  FIG. 6 is a front view of a sheave cart 30 and a hook 60.
[図 7]シーブ台車 30におけるガイドシーブシフト機構の平面図である。  FIG. 7 is a plan view of a guide sheave shift mechanism in the sheave cart 30.
[図 8]ドラム 16とシーブ台車 30とフック 60間におけるロープの掛け廻し経路図である  [Fig. 8] Rope routing diagram between drum 16, sheave cart 30 and hook 60
[図 9]本発明の橋形クレーンにおける小旋回作業の説明図である。 FIG. 9 is an explanatory diagram of a small turning operation in the bridge crane of the present invention.
[図 10]本発明の橋形クレーンにおけるロープ張力の釣合いの説明図である。  FIG. 10 is an explanatory view of rope tension balance in the bridge crane of the present invention.
[図 11]従来の主トロリーの側面図である。  FIG. 11 is a side view of a conventional main trolley.
[図 12]従来の橋形クレーンの斜視図である。  FIG. 12 is a perspective view of a conventional bridge crane.
符号の説明 ガーダ Explanation of symbols Girda
主トロリー  Main trolley
トロリー台車 ウィンチ  Trolley trolley winch
ドラム  Drum
ガイドシーブ移動機構 Guide sheave moving mechanism
ΪΚ Μ4口 口 4 mouths
レーノレ  Lenore
シーブ台車 車輪  Sheave cart wheel
前後進手段 〜 -44 ガイドシーブ 〜 ■54 ガイドシーブ Forward / reverse means--44 Guide sheave-54 Guide sheave
- 66 シーブ -66 sieves

Claims

請求の範囲 The scope of the claims
[1] ガーダ上を主トロリーが横行する橋形クレーンであって、  [1] A bridge crane with a main trolley traversing on the girder,
前記主トロリーのトロリー台車上に巻上装置とガイドシーブ移動機構が設けられてお り、  A hoisting device and a guide sheave moving mechanism are provided on the trolley cart of the main trolley,
前記巻上装置は、ウィンチと、該ウィンチから繰出し巻戻しされるロープと、該ロープ が巻き掛けられたフックとからなり、  The hoisting device comprises a winch, a rope that is unwound from the winch, and a hook around which the rope is wound.
前記ガイドシーブ移動機構は、前記ロープの途中が巻き掛けられるガイドシーブと、 該ガイドシーブを前記ガーダの長手方向に対し直交する向きに前進させたり後退さ せる移動機構を備えている  The guide sheave moving mechanism includes a guide sheave around which the rope is wound, and a moving mechanism for moving the guide sheave forward and backward in a direction perpendicular to the longitudinal direction of the girder.
ことを特徴とする橋形クレーン。  A bridge crane characterized by that.
[2] 前記移動機構は、前記トロリー台車に固定された張出台と、該張出台の上面を走 行するシーブ台車と、該シーブ台車の前後進手段とからなり、  [2] The moving mechanism comprises an overhanging base fixed to the trolley bogie, a sheave bogie running on the upper surface of the overhanging bogie, and a forward / backward moving means of the sheave bogie.
前記張出台は、その基端が前記トロリー台車に固定され、その先端が前記ガーダの 長手方向に対し直交する向きに突出しており、  The base of the overhang base is fixed to the trolley carriage, and the tip of the overhang base projects in a direction perpendicular to the longitudinal direction of the girder,
前記シーブ台車には、前記ガイドシーブが取付けられてレ、る  The guide sheave is attached to the sheave cart.
ことを特徴とする請求項 1記載の橋形クレーン。  The bridge crane according to claim 1, wherein:
[3] 前記張出台における前記シーブ台車の走行路は、基端から先端に向って下傾して おり、かつ該走行路の水平長さと垂直高さの比が、前記ガイドシーブと前記フックの 間のロープ本数と前記ガイドシーブと前記ウィンチとの間のロープ本数の比と一致し ている [3] The traveling path of the sheave carriage in the overhanging base is inclined downward from the proximal end toward the distal end, and the ratio of the horizontal length and the vertical height of the traveling path is determined between the guide sheave and the hook. The number of ropes between and the ratio of the number of ropes between the guide sheave and the winch
ことを特徴とする請求項 2記載の橋形クレーン。  The bridge crane according to claim 2, wherein:
[4] 前記巻上装置と前記ガイドシーブ移動機構は、それぞれ前方用と後方用が設けら れており、前方用のガイドシーブ機構は、前記ガーダの前方側に設置され、後方用 のガイドシーブ機構は、前記ガーダの後方側に設置されてレ、る [4] The hoisting device and the guide sheave moving mechanism are provided for the front and the rear, respectively, and the front guide sheave mechanism is installed on the front side of the girder and is used for the rear guide sheave. The mechanism is installed on the rear side of the girder.
ことを特徴とする請求項 1記載の橋形クレーン。  The bridge crane according to claim 1, wherein:
PCT/JP2007/071952 2006-11-14 2007-11-13 Bridge crane WO2008059809A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2006307404A JP4777863B2 (en) 2006-11-14 2006-11-14 Bridge crane
JP2006-307404 2006-11-14

Publications (1)

Publication Number Publication Date
WO2008059809A1 true WO2008059809A1 (en) 2008-05-22

Family

ID=39401617

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2007/071952 WO2008059809A1 (en) 2006-11-14 2007-11-13 Bridge crane

Country Status (4)

Country Link
JP (1) JP4777863B2 (en)
KR (1) KR20090082391A (en)
CN (1) CN101535167A (en)
WO (1) WO2008059809A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109231098A (en) * 2018-10-29 2019-01-18 上海振华重工(集团)股份有限公司 Tool part and its movement method for cutter suction dredger gantry Integral transporting
CN110963423A (en) * 2019-11-22 2020-04-07 中南大学 Floating crown block structure
US20220177284A1 (en) * 2019-03-29 2022-06-09 Konecranes Global Corporation Rope guiding device of rope hoist
TWI811404B (en) * 2018-07-27 2023-08-11 比利時商黛咪離岸Be公司 Hoisting block for a crane

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2309202A1 (en) 2008-05-02 2011-04-13 Electra Holdings Co., Ltd. Solar energy absorber
FI122352B (en) * 2010-01-21 2011-12-15 Konecranes Oyj bridge crane
KR101488700B1 (en) * 2014-01-28 2015-02-11 강이국 Crane
KR102546300B1 (en) * 2021-08-13 2023-06-21 주식회사 브이엘씨테크놀로지 Crane
CN113650754B (en) * 2021-10-19 2021-12-24 南通盛宏机械有限公司 Ship hull turning device for shipbuilding

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS483250Y1 (en) * 1969-09-18 1973-01-26
JPS5378553A (en) * 1976-12-22 1978-07-12 Hitachi Kiden Kogyo Ltd Crab trolley for crane
JPS5539942U (en) * 1978-09-05 1980-03-14
JPH04117892U (en) * 1991-04-01 1992-10-21 石川島播磨重工業株式会社 Overhead traveling crane
WO1997005052A1 (en) * 1995-07-28 1997-02-13 Hitachi, Ltd. Suspender swinging method and apparatus therefor
JP2003252567A (en) * 2002-02-28 2003-09-10 Ishikawajima Harima Heavy Ind Co Ltd Crane device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS483250Y1 (en) * 1969-09-18 1973-01-26
JPS5378553A (en) * 1976-12-22 1978-07-12 Hitachi Kiden Kogyo Ltd Crab trolley for crane
JPS5539942U (en) * 1978-09-05 1980-03-14
JPH04117892U (en) * 1991-04-01 1992-10-21 石川島播磨重工業株式会社 Overhead traveling crane
WO1997005052A1 (en) * 1995-07-28 1997-02-13 Hitachi, Ltd. Suspender swinging method and apparatus therefor
JP2003252567A (en) * 2002-02-28 2003-09-10 Ishikawajima Harima Heavy Ind Co Ltd Crane device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI811404B (en) * 2018-07-27 2023-08-11 比利時商黛咪離岸Be公司 Hoisting block for a crane
CN109231098A (en) * 2018-10-29 2019-01-18 上海振华重工(集团)股份有限公司 Tool part and its movement method for cutter suction dredger gantry Integral transporting
CN109231098B (en) * 2018-10-29 2023-07-25 上海振华重工(集团)股份有限公司 Tool piece for integral moving of cutter suction dredger bridge frame and moving method thereof
US20220177284A1 (en) * 2019-03-29 2022-06-09 Konecranes Global Corporation Rope guiding device of rope hoist
US11932522B2 (en) * 2019-03-29 2024-03-19 Konecranes Global Corporation Rope guiding device of rope hoist
CN110963423A (en) * 2019-11-22 2020-04-07 中南大学 Floating crown block structure
CN110963423B (en) * 2019-11-22 2024-05-24 中南大学 Floating crown block structure

Also Published As

Publication number Publication date
JP4777863B2 (en) 2011-09-21
JP2008120538A (en) 2008-05-29
KR20090082391A (en) 2009-07-30
CN101535167A (en) 2009-09-16

Similar Documents

Publication Publication Date Title
WO2008059809A1 (en) Bridge crane
JP5198973B2 (en) Bridge overhang installation device and installation method
JP6701362B2 (en) STS Multi Trolley Portal Gantry Container Crane
CN109653105A (en) Box girder bridge cantilever construction main truss cradle system and its application method
KR20060133882A (en) A wire rope reeving support system for cargo container handling gantry cranes
JP6174510B2 (en) crane
JP3594914B2 (en) Container crane
CN101028895A (en) Method for improving port-container jack operation efficiency and jack
CN114031004A (en) Lifting machine
WO2013075454A1 (en) Crane and lifting extension apparatus thereof
US3467263A (en) Shipboard gantry crane and hoist mechanism therefor
JP6380870B2 (en) crane
CN209652772U (en) Box girder bridge cantilever construction main truss cradle system
CN203890888U (en) Girder hoisting traveling crane of single-arm box girder bridge erecting machine
JP2002332613A (en) Bridge removal working machine
CN203878478U (en) A bridge girder erection machine with a single arm box girder
CN103924523B (en) A kind of single armed box beam bridge formation machine
JP3470801B2 (en) Hanging equipment swing steady rest device
CN203821250U (en) Hanging structure of one-armed box girder bridge erection machine
CN203878477U (en) Hanger of single-arm box girder bridging machine
JPH07102531A (en) Method and device for overhanging installation of bridge
CN217350437U (en) Hoisting travelling crane
CN220300232U (en) Double-reel European crane
RU2139976C1 (en) Pile driver setup
JP2552019Y2 (en) Lifting device

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 200780042430.8

Country of ref document: CN

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 07831682

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 1020097009684

Country of ref document: KR

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 07831682

Country of ref document: EP

Kind code of ref document: A1