WO2000034171A1 - Simplified crane - Google Patents

Simplified crane Download PDF

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Publication number
WO2000034171A1
WO2000034171A1 PCT/JP1999/006402 JP9906402W WO0034171A1 WO 2000034171 A1 WO2000034171 A1 WO 2000034171A1 JP 9906402 W JP9906402 W JP 9906402W WO 0034171 A1 WO0034171 A1 WO 0034171A1
Authority
WO
WIPO (PCT)
Prior art keywords
rail
traveling
girder
shaft
crane
Prior art date
Application number
PCT/JP1999/006402
Other languages
French (fr)
Japanese (ja)
Inventor
Katsutoshi Ichikawa
Yonezo Hideya
Original Assignee
Katsutoshi Ichikawa
Yonezo Hideya
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 Katsutoshi Ichikawa, Yonezo Hideya filed Critical Katsutoshi Ichikawa
Publication of WO2000034171A1 publication Critical patent/WO2000034171A1/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C6/00Girders, or track-supporting structures, specially adapted for cranes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C17/00Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/20Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • B66C23/208Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from the side, e.g. by walls of buildings
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00Base supporting structures with legs
    • B66C5/02Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
    • B66C5/06Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods with runways or tracks supported for lateral swinging movements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C7/00Runways, tracks or trackways for trolleys or cranes
    • B66C7/02Runways, tracks or trackways for trolleys or cranes for underhung trolleys or cranes
    • B66C7/04Trackway suspension
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/04Travelling gear incorporated in or fitted to trolleys or cranes to facilitate negotiation of curves

Definitions

  • the present invention relates to an overhead traveling crane that moves, traverses, and moves three-dimensionally up and down a conveyed object, and can effectively utilize a space space in a factory, an office, etc., and safely convey the conveyed object to an arbitrary position.
  • a simple crane that can move smoothly.
  • the present invention relates to a simple crane having a mechanism capable of folding, expanding, contracting, and transporting, and capable of easily moving a conveyed object to an arbitrary position.
  • an overhead traveling crane is a machine that moves a three-dimensional space mainly using conveyed objects.It is intended to lift the conveyed object using power, move it horizontally, and transport it to an arbitrary position.
  • Equipment Basically, the traveling rails are installed in parallel, and the gag-rails held on both traveling trolleys installed at substantially right angles to the traveling rails move along the traveling rails. In addition, the traversing entrance with the hoist suspended moves along the gag rail.
  • traveling and traversing means of movement are classified into electric and manual types, and models are roughly classified into top run type and suspension type. There are strict standards for the installation of traveling rails and assembly of guard rails.
  • the prior art measures mainly to improve operability are as follows. That is, for example, there is a device having a mechanism that can shift the support fulcrum of the girder rail in the horizontal direction, for example, with a one-sided traveling doorway. Alternatively, there is a girder-rail having a ball joint / spherical joint mechanism in which each supporting fulcrum of the girder rail has a rotation function of 360 ° and performs a pendulum motion in the running direction. Alternatively, some have a spherical joint mechanism at all connecting points of the traveling rail and the garg rail.
  • These prior arts are disclosed, for example, in Japanese Patent Publication No. 61-31037 "Square One Crane" of Japanese Patent Publication, as an example of using a shift mechanism.
  • An example of the use of the structure is as disclosed in Japanese Patent No. 253991 62, “Overhead traveling crane”:
  • rollers mainly using bearings that perform linear rolling motion are mainly used.
  • a ladder-type cargo handling machine is fixed to the wall of a building and mainly moves the cargo up and down.
  • simple assembly simple disassembly, folding storage and transportation of a simple portable crane, it is necessary to respond to a series of related technologies.
  • cranes that can be carried without relying on truck transportation and cranes that can be easily installed and assembled without a beginner or with tools have not been proposed.
  • Running rails require strict installation accuracy. There are inconsistencies in installation that are not conscious and inconsistencies that exceed the practical installation standard values, such as differences in rail spans, slopes and inclinations of each rail, and differences in height between rails.
  • the gag-rail body including both traveling trolleys also requires mounting accuracy of mechanical parts and manufacturing accuracy such as span, parallelism, diagonal dimension and height difference between both traveling trolleys:
  • the girder rails move along the travel rails, the girder rails that exceed the standard accuracy that occur unconsciously, or that are not practically used, are mainly caused by both traveling trolleys and girder rails.
  • Various external forces such as tension, compression, up / down / left / right torsion, etc., act around the rail joints, causing internal stress to increase.
  • the traveling rail-gadder rail main body generally has a high yield stress against various external forces caused by the misalignment of the traveling rail-gadder rail, so that both the traveling head and the lead-rail are inaccessible. Internal stress is generated in the structure and mechanism around the relatively weak connection between the girder rail and the girder rail.
  • the shift mechanism in which the supporting fulcrum of the one-side traveling trolley and the girder rail is simply horizontal only has a case where there is a gradient, a fall, or a height difference of each traveling rail, or a curved locus. If the girder rail travels on the running rail, the shift function is incomplete.
  • one of the objects of the present invention is to provide a girder along a straight or curved running rail. Absorbs external forces and impacts around the joint between the traveling rail and the gag rail, which are generated when one rail travels due to misalignment of the traveling rail or a change in the intersection angle between the traveling rail and the girder rail.
  • the series of functions inherent in overhead traveling cranes can be enhanced without shaking the traveling rails, and conveyed objects can be safely moved to any position. It is an object of the present invention to provide a simple overhead traveling crane that can be moved smoothly and that can be selected from either a Topburn type or a suspension type according to the site in terms of space utilization.
  • a simple jib crane mounted on a conventional scaffolding pipe with a two-point support method has a large axial force on the scaffolding pipe with respect to the weight of the conveyed object. If there is an inclination, it is difficult to move horizontally, so it is difficult to move the conveyed object horizontally.
  • the fulcrum for mounting the scaffold pipe to the fulcrum is two fulcrums, there is a problem that the lifting and lowering work of the conveyed material is shaken, which is one of the causes of the conveyed material being largely shaken.
  • another object of the present invention is to take into account the above-mentioned problems of the overhead traveling crane and to perform simple assembly, simple disassembly, and folding on a smaller simple crane, and in terms of installation location. High degree of freedom, easy for beginners It is an object of the present invention to provide a simple crane that can be installed and assembled without tools, and at the same time, smoothly and safely shortens a process and conveys a conveyed object rationally into a building.
  • the connection mechanism between the one-side traveling trolley and the girder rail includes a spherical bearing holding a shaft connected and fixed to the girder rail; It has a motion function within a constant solid angle range.
  • the connecting mechanism between the opposite running door and the girder rail is also provided with a spherical bearing that holds the shaft connected and fixed to the girder rail, and this spherical bearing has a constant solid angle in the hemispherical locus. While having a movement function within the range, the girder rail connecting shaft fulcrum can be shifted to any angle direction within the fixed solid angle with respect to the gag-rail longitudinal direction within the restricted shift amount range. It also has functions. Basically, the spherical bearings held by both traveling trolleys are equipped with a self-aligning mechanism, and can withstand the impact load generated when hoisting and lowering the conveyed object with the hoist and chain block. Oil-free bearings that are capable of handling, have low force, low friction, and low sliding friction resistance are desirable.
  • the two spherical bearings are held by a housing, and this housing is connected to the support bracket of the traveling roller held by the two traveling trolleys with high-strength bolts, is detachable, and is connected to the gadget rail.
  • the shaft can also be attached and detached from the girder rail, so both may be configured as one unit.
  • a shift-ab to burn unit is provided as a means to increase the efficiency of the spherical bearing function.
  • the shift sorber unit is installed between a spherical bearing having a shift function and a shaft head of an extension shaft connected and fixed to a gag rail, and a coil panel is used.
  • This coil spring is provided with a mechanism that can expand and contract or move in accordance with the shift movable range of the shaft connected to the girder rail.
  • a two-stage motion type is desirable to provide two-stage buffering and absorption. Stroke and return force can be set freely according to the operating conditions. Instead of coil panels, mechanisms such as air cylinders and hydraulic cylinders can also be used.
  • the shiftover unit is housed in a housing that includes a spherical bearing, so it can be handled as a single unit, and can be applied to both top-run and suspension types.
  • Rollers and bearings held on both the traveling trolley and the traversing trolley which are means for traveling and traversing the above-mentioned overhead traveling simple crane, may be bearings that perform linear rolling motion.
  • the running rails basically, the dimensional span between the running rails is set to be constant, that is, substantially parallel. Curvature running rails also have different radii of curvature, but dimensional sub-bangs between running rails are installed at regular intervals.
  • the girder rail is a suspension type, it will be used as long as the conventional method of supporting the traveling rail if the beams of the structure installed on the ceiling surface have a load bearing capacity against the crane body, as in the past. It can be supported using a suspended member or the like.
  • the gag rail is of the top-plan type
  • the pillars and running rails can use general steel H-beams or square pipes, etc., as long as they constitute the basic structural frame of a simple crane running on the ceiling .
  • Gadare Ichiru may be Re structures der that connecting and fixing shafts Bok at both ends or top, the shape and material of the shafts metropolitan 3 girder one rail provided with a mechanism that can be desorbed Bol Bok, etc. are conventionally used It may be what is being done.
  • the hoisting and lowering means suspended and held by the traversing trolley, which freely moves along the gag rail, are the same as those conventionally used, such as a wire rope hoist, a chain block, and various transport devices.
  • the span between the straight running rails is set at a constant interval.
  • the girder rail runs along the rail.
  • the traversing trolley held by the girder rail moves in traverse along the girder rail.
  • the hoist and chain block held by the traversing trolley lift and lower the conveyed goods.
  • the mechanism of the girder rail equipped with the eaves and the shaft has basically the same configuration as that of the above-described overhead traveling simple crane, and therefore the description is omitted.
  • the traversing trolley can use a mechanism that holds the traversing roller, but it must have an oil-free bearing mechanism.
  • the cross-sectional shape of the girder rail is limited in that the traversing trolley equipped with a non-lubricated bearing structure using round bars and round pipes is wrapped around the girder rail. Traverse Move the moving range.
  • the traversing trolley including the oil-free bearing mechanism can be freely changed in size and specifications according to the use environment, and may have a shield mechanism as dustproof means
  • the basic configuration of a small-scale simple crane attached to a scaffold pipe is the same as that of a simple crane that runs overhead.
  • a mechanism is provided that allows the traveling rail to be folded by a rail hinge removal / insertion pin.
  • a mechanism for bending the running rail inward and horizontally with respect to the running rail with the rail joint hinge as an axis by operating a rail joint hinge removing / inserting pin is provided. If the depth of the scaffold is large, the running rail can be extended to handle it.
  • the pair of running rails has a mechanism to hold it to the scaffold pipe at four points with orthogonal fixing brackets.
  • this fixture Since this fixture is movable, it is equipped with a mechanism that can be freely moved and fixed according to the scaffolding pipe dimensions, and supports the running rail according to the difference in the dimensions of the scaffold pipe. Jo has a mechanism that allows the user to freely adjust the length. It is desirable to set the angle of this brace at about 45 ° to the running rail.
  • the running rail itself can be extended in accordance with the situation at the site, and a supporting member such as a stick can be added as needed. Having this kind of mobility is also one of the features of the present invention. Furthermore, all the steps of mounting and assembling the scaffold pipe can be performed manually.
  • the rail opening of the traveling rail is easy to use for long-term external use. It is preferable to face downward for protection.
  • the body frame, including the running rails, should preferably be formed using zinc melting and stainless steel:
  • a small-scale simple crane for mounting and assembling on a building has basically the same configuration as a simple overhead traveling crane.
  • the traveling rail has a mechanism that can be folded into three parts by rail joint hinges.
  • the column fixing frame which can fix the crane column to the building, has a mechanism that can adapt to the wall thickness and the shape of the wall. Also, the frame can be assembled without using any tools. It has a bolt for tightening.
  • the main body frame is made of an aluminum material for storage and transport after folding.
  • the girder rail (4) which intersects the traveling rail (1, 1a, lb) almost at right angles, is held by both traveling trolleys (7, 8), and runs along the traveling rail (1, 1a, lb).
  • the traveling trolley (9) mounted on the girder rail (4) suspends the hoist and the chain block (16), and moves overhead along the girder rail (4).
  • the guide rail (4) has shafts (5, 6) connected and fixed, and (mouth) one spherical bearing (10) held by the two traveling trolleys (7, 8).
  • ) Has a bearing function within a constant solid angle within a hemispherical locus, while the spherical bearing (11) has a bearing function and constant within a constant solid angle within a hemispherical locus. It has a configuration as a simple crane (FIGS. 1 to 10) characterized by having a shift function at a solid angle.
  • one of the traveling trolleys (7) has a spherical surface with a shifting function to hold it.
  • a coil spring (30, 3) is mounted between a bearing (10) mechanism and a shaft head (33) attached to the tip of the shaft (5) connected and fixed to the girder rail (4).
  • 0a, 30b) are arranged, and the expansion and contraction of the coil springs (30, 30a, 30b) reduces the shift motion on the shaft (5) of the spherical bearing (10).
  • It has a configuration as a simple crane (FIGS. 1 to 10), which is provided with a shift-absorber unit (12) for absorbing.
  • the guide rail (4) which intersects the traveling rail (3, 3 e, 3 f, 3 g) at a substantially right angle is held by both traveling trolleys (7, 8). , 3e, 3f, 3g), the trolley (9) mounted on the girder rail (4) suspends the hoist and the chain block (16), and In a simple crane which traverses along one rail (4), a holding machine fe of a connecting portion between the traveling trolleys (7, 8) and the girder rail (4) has (/,,
  • the girder rail (4) has shafts (5, 6) connected and fixed, and (mouth) one of the spherical bearings (10) held by the two traveling trolleys (7, 8).
  • ) Has a bearing function within a constant solid angle within a hemispherical trajectory, while the spherical bearing (11) has a bearing function and constant within a constant solid angle within a hemispherical trajectory.
  • the traveling trolley (7) on one side is attached to the tip of the spherical bearing (10) having a shift function for holding and the tip of the shaft (5) fixedly connected to the mechanism and the girder rail (4).
  • a coil spring (30, 30a, 30b) is arranged between the shaft head (33) and the coil spring (30, 30a, 30B).
  • a shift-absorber unit (12) is provided to absorb and absorb the shift motion on the shaft (5) of the spherical bearing (10).
  • the traveling rail (3, 3e, 3f, 3g) is a folding traveling rail, and a column (100, 101) with a telescopic adjustment mechanism and a telescopic adjustment mechanism. It has a configuration as a simple crane (FIGS. 6 to 18) having a cane (102, 103).
  • a girder crossing the running rail (2, 2 c 2 d) at a right angle ⁇ (4) is held by two traveling trolleys (7, 8), and the traveling rails (2,
  • the girder rail (4) has a shaft (5, 6) fixedly connected thereto, and (mouth) one spherical bearing (10) held by the two traveling trolleys (ends, 8). ) Has a bearing function within a constant solid angle range in a hemispherical locus, and the other spherical bearing (
  • the traveling trolley (7) on one side is attached to the tip of the shaft (5), which is connected and fixed to a spherical bearing (10) mechanism having a shift function to hold and a gag rail (4).
  • a coil spring (30.30a, 30b) is arranged between the shaft head (33) and the above-mentioned coil spring (30, 30a, 30b).
  • the running rails (2, 2c, 2d) are foldable running rails, and further, when mounted on a scaffold, a scaffold pipe (108) which is a part of a structure to be mounted, and a cane with a telescopic adjustment mechanism (102, 103) having a configuration as a simple crane (FIGS. 11 to 15).
  • 3f, 3g are running rails having different radii of curvature, and have a configuration as a simple crane (FIGS. 1 to 18).
  • the spherical bearing has a shaft connected and fixed to the girder rail, which can be operated vertically and horizontally within a constant solid angle, and at the same time, the shaft fulcrum to be held by the spherical bearing and the girder rail longitudinal direction. Move at an arbitrary intersection angle with respect to.
  • the shaft connected and fixed to the gag rail makes a swinging motion. This movement absorbs the external force applied around the connection between the two traveling trolleys and the girder rail, and reduces internal stress by converting the movement into effective movement. As a result, the rollers held by both traveling trolleys can provide stable sliding.
  • the two spherical bearings function effectively by the same operation against misalignment that occurs in the manufacture of the girder rail.
  • the rollers held by the traversing trolley, which traverses along the girder rail also provide stable sliding.
  • the rollers held by both traveling trolleys and the rollers held by the traversing trolley always provide stable rolling.
  • the ideal movement of the conveyed object can be realized by adding up and down movements at the same time as the movement and the movement to any position are smooth.
  • a girder rail can be smoothly placed directly above the conveyed object when the conveyed object is separated from the floor surface by providing a shaft-connected shaft mechanism.
  • C The reasons are as follows. In other words, following the transported goods by the traversing trolley is hardly a problem because the load of the transported goods is mainly involved.
  • the load of the crane gargoo which is a steel structure, is applied, so a time delay is more likely to occur than when the traversing trolley follows the conveyed object. There is a tendency. At this point, if there is no spherical bearing mechanism and various internal forces occur around the connection between the two traveling trolleys and the girder-rail, the rollers in both traveling trolleys will roll smoothly. Otherwise, the tracking function itself is lost.
  • the girder rail When the conveyed object is not directly below the girder rail, when the conveyed object is lifted diagonally by a hoist or the like, the girder rail is tilted about the shaft connected to the girder rail by its reaction force as a central axis.
  • the horizontal component force to the oblique load generated by this inclination enhances the mechanism that makes the girder rail follow directly above the conveyed object.
  • the gag rail has a shaft, and the use of spherical bearings that hold the shaft makes it possible for the transported object, which is lifted by a hoist, to start moving and move with inertia. Even when stopping a conveyed object, the girder rail is securely tilted by the reaction force due to the pulling force or the pushing force. By the action of the horizontal component, the starting force due to the operator's operation is reduced. In addition, it is easy to move the conveyed goods to an arbitrary position.
  • the spherical bearing mechanism and the shaft mechanism connected to the girder rail can be formed as one unit, and can be used for both top-run and suspension-type evenings. Since the number of parts is small, it can be downsized and can be applied to existing overhead traveling cranes.
  • the shaft fulcrum connected and fixed to the girder rail can be moved by the shift mechanism provided on the one-side spherical bearing in the simple crane of the present invention.
  • the first purpose is to absorb a major external force called tension caused by the generation of an intersection angle when the crane girder travels on a traveling rail having an inconsistency or a curved traveling rail.
  • tension caused by the generation of an intersection angle when the crane girder travels on a traveling rail having an inconsistency or a curved traveling rail.
  • the intersection angle also changes.
  • a shift-absorber unit (a shock absorber associated with the shift function) was introduced to further ensure the efficiency of the shift mechanism provided on the one-side spherical bearing. The operation of this shift-ab-two-unit will be described in detail in the description of the embodiment with reference to FIG.
  • the running rail is basically a four-point support, and that an expandable and contractable brace supports and supports the running rail. Therefore, since it has an integral structure with the scaffold pipe, it is characterized in that when a load is applied to each part of the scaffold pipe, the axial force can be reduced and damage caused by the axial force can be suppressed. At the same time, it has the effect of suppressing the vibration and shaking that occurs at the time of lifting and lowering the conveyed material.
  • the traveling rail is collapsible makes it easy to operate in terms of transporting, unloading, mounting and moving and assembling the simple crane body.
  • the superior features of the small simple crane attached and assembled to the scaffold pipe of the present invention as compared to the transport means using a truck crane or the like, which has to lift the transported object outside the scaffold and temporarily place the transported object on the scaffold. Means that the goods can be drawn into the building. Vehicles, such as truck cranes, are subject to restrictions on the site due to space issues and unstable external ground conditions. In the simple crane of the present invention, since the main body is mounted and fixed on the scaffold, the working efficiency can be improved irrespective of the above-mentioned problems.
  • the small-sized simple crane to be mounted and assembled on the building body of the present invention
  • two The height difference can be adjusted by the action of the strut. Therefore, it is possible to perform setting while maintaining the balance of the running rail.
  • the function of adjusting the length of the brace in accordance with the length of each strut can be used to reduce the load on the running rail.
  • the running rail is folded into three parts Because it can be folded, it is easy to apply sufficiently even when there are restrictions on the internal depth of the installation location.
  • the description of the operation for absorbing the combined external force applied to the periphery of the connecting part between the traveling trolley and the girder rail generated due to the inconsistency of the traveling rails is the same as that for the above-mentioned overhead traveling simple crane, and therefore the description is omitted. I do.
  • FIG. 1 is a schematic plan view showing how a simple overhead traveling crane of the present invention travels on straight or curved traveling rails.
  • FIG. 2 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A).
  • FIG. 3 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A) along the line AA ′ in FIG.
  • FIG. 4 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B).
  • FIG. 5 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B) along the line AA ′ in FIG.
  • Fig. 6 is a schematic cross-sectional structure diagram of the periphery of the shift sorber unit.
  • Fig. 7 is a schematic cross-sectional structure diagram of a suspension type overhead traveling crane.
  • FIG. 8 is a schematic cross-sectional structural view of a suspension-type simple crane having an overhang and traveling overhead.
  • Fig. 9 is a schematic cross-sectional structural diagram of a simple Toblan-type overhead traveling crane.
  • Fig. 10 is a schematic diagram showing a round trolley with a hoist suspended from a circular pipe girder rail.
  • Fig. 11 is a schematic front view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
  • Fig. 12 is a schematic elevation view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
  • Fig. 13 is a schematic plan view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
  • Fig. 14 shows the traveling level of a small simple crane assembled and mounted on the on-site scaffolding pipe.
  • FIG. 15 is a schematic sectional structural view taken along line AA ′ of FIG.
  • FIG. 16 is a schematic front view of a small-scale simple crane installed and assembled in a building.
  • FIG. I7 is a schematic elevation view of a small-scale simple crane installed and assembled in a building.
  • FIG. 18 is a schematic elevation view of the main body frame after disassembling and folding the small-scale simple crane installed and assembled on the building body.
  • FIG. 1 is a schematic plan view showing how a simple crane traveling on a ceiling according to the present invention travels on straight or curved traveling rails.
  • 1a is a straight traveling rail
  • 1b is a curved traveling rail
  • 4 is a gutter rail
  • 7 is a traveling trolley (A)
  • 8 is a traveling trolley (B)
  • 9 is a traversing trolley
  • 4 7 Indicates an obstacle.
  • traversing trolley 9 traverses.
  • there is an obstacle 47 such as a machine or equipment in a factory or the like, and in order to avoid the obstacle 47, a combination of the straight running rail 1a and the curved running rail 1b of the running rail is used. I have.
  • FIG. 2 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A).
  • FIG. 3 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A) along the line AA ′ in FIG.
  • 1 is the running rail
  • 4 is Girder rails
  • 5 is a shaft (A)
  • 7 is a runway (A)
  • 10 is a spherical bearing (A)
  • 13 is a runner roller
  • 21 is a shaft mounting plate
  • 2 is a shaft.
  • 23 is a shaft retaining bracket
  • 24 is a shaft retaining bracket fixing bolt
  • 25 is a roller-one support bracket
  • 26 is a spherical bearing housing (A).
  • the spherical bearing (A) 1 Q, the spherical bearing housing (A) 26, the traveling roller 13 and the roller-supporting bracket 25 make up a running part (A) 7 Is configured.
  • the shaft (A) 5 connected to the gag rail 4 is held by the spherical bearing (A) 10 provided in the traveling trolley (A) 7.
  • FIG. 4 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B).
  • FIG. 5 is a schematic cross-sectional structure diagram showing the mechanism of the traveling trolley (B) along the line AA ′ in FIG. 4 and 5, 1 is a running rail, 4 is a girder rail, 6 is a shaft (B), 8 is a running trolley (B), 11 is a spherical bearing (B), and 13 is a running port.
  • Reference numeral 21 denotes a shaft mounting plate
  • reference numeral 22 denotes a shaft mounting plate fixing bolt
  • reference numeral 25 denotes a roller-supporting bracket
  • reference numeral 27 denotes a spherical bearing housing (B)
  • reference numeral 33 denotes a shaft head.
  • Spherical bearing as a fulcrum (B) 1 1 and spherical bearing housing
  • a traveling trolley (B) 8 is constituted by an assembly of four parts: (B) 27, traveling rollers 13, and roller-support bracket 25. It is characterized in that it has a spherical shaft head 33 connected to the girder rail 4. The shaft (B) 6 is held by a spherical bearing (B) 11 provided in the traveling trolley (B) 8.
  • FIG. 6 is a schematic cross-sectional structural view of the periphery of the shift absorber unit.
  • 1 is a running rail
  • 4 is a gutter rail
  • 5 is a shaft (A)
  • 10 is a spherical bearing (A)
  • 13 is a running roller
  • 14 is a guide roller
  • 21 1 is a shaft mounting plate
  • 22 is a bolt for fixing the shaft mounting plate
  • 25 is a roller support bracket
  • 26 is a spherical bearing housing (A)
  • 28 is a shift absolute unit housing
  • 30 a, 3 Ob are coil springs
  • 31 is a coil spring mounting plate (A)
  • 32 is a coil spring mounting plate (B)
  • 33 is a shaft head
  • 34 is a slide bottom plate
  • 35 is a linear bearing
  • 37 is a linear bearing.
  • the shift sorber unit 12 is a spherical bearing housing that holds the spherical bearing (A) 10
  • a coil spring 30a is interposed between the side surface of the jing (A) 26 and the shaft head 33 connected and fixed to the extended shaft (A) 5. Direct expansion and contraction of the coil spring 30a, movement that does not change the volume of the housing area of the coil spring 30a, and movement of the front part of the housing area of the coil spring 30a (the spherical bearing housing (A) 26) after the movement
  • the function of the shift absolute unit 12 is realized by the expansion and contraction of the coil spring 30a after hitting the side surface.
  • the applicable specifications of the mechanism of the shift absolute burnit 12 and 12 are the shift set value of the shaft (A) 5 connected to the girder rail 4 and the divided area in the shift absolute unit housing 2 8 It varies depending on the distribution and the specifications of the coil spring 30a. For this reason, the operation form of the girder-rail 4 body also changes.
  • This mechanism is mounted on the side surface of the spherical bearing (A) 10 and both are configured as unity.
  • a shaft (A) 5 having an extension length determined by the girder rail 4 is connected and fixed.
  • the shaft (A) 5 is held by the spherical bearing (A) 10.
  • a spheroidal shaft head 33 is bolted to the end of the shaft (A) 5.
  • a slide bottom plate 34 that wraps around the shaft head 33 and is set so that it cannot be removed is installed.
  • the assembly of the coil spring 30 a, the slide bottom plate 34, and the coil spring mounting plate (A) 31 has a telescopic function and a slide function as its own. It is a major component of There is a gap between the shaft head 33 and the slide bottom plate 34 to accommodate the spherical motion of the shaft 33 at a constant solid angle. It appears in a FIG. 6, 1 2, 1 3, 1 4, 1 5, 1 6, showing the area dimensions. For the sake of explanation, the description expression (1, area)... ( 16 areas) is used, but it means the space below each area.
  • Shift Absorber Unit Housing 28 is a ball
  • the surface bearing (A) ⁇ 0 is attached and fixed to the roller support bracket 25 of the traveling roller ⁇ 3 by fastening together.
  • a pair of straight running rails 1a has a bad street, and that there is an error of 15 image positions on the left and right with respect to a reference line of the pair of straight running rails 1a.
  • the gauge rail 4 that travels on the mismatched portion of the traveling rail 1a generates external forces such as tension and compression mainly around the connection between the traveling trolleys (A) 7 and (B) 8. .
  • Coil spring mounting plate (A) 3 1 is a spherical bearing housing (A)
  • the entire shiftover unit 12 moves in the ( 16 area) direction.
  • the slide bottom plate 34 is pressed by the shaft head 33 and hits the rubber buffer 38 on which the coil spring mounting plate (B) 32 is mounted.
  • the coil spring 3 Ob installed at the end of the shift absolute housing 28 is compressed steplessly: The coil spring 3 Ob absorbs the shock caused by the compression. Further, stretching the stroke of the shift fab saw bar Interview Stevenage sheet 1 second coil spring 3 0 a, from the beginning (1 3 area), can also be set to zero the gap dimensions (1 5 areas).
  • the coil spring 30a to be used is preferably of a two-stage motion type.
  • the crossing angle becomes larger than necessary. It can provide ideal transport of goods while absorbing shock.
  • FIG. 7 shows the two-wheel drive (A) 7 and (B) 8 of the present invention, and the shift-absorber.
  • a schematic cross-sectional structural diagram of a suspension-type overhead traveling crane equipped with Unit 2 is shown in FIG. 7:
  • la is a straight traveling rail
  • 4 is a gardale rail
  • 5 is a shaft
  • 10 is a spherical bearing (A)
  • 11 is a spherical bearing (B)
  • 12 is a shift absolute bar unit
  • 13 is a traveling roller
  • 14 is a guide port
  • 15 is a traverse.
  • Rollers 1 and 16 are hoists and chain blocks, 17 is a hoist mounting bracket, 19 is a traveling rail suspension member, 20 is a suspension member fixing bracket, 25 is a roller one support bracket, and 16 is a spherical surface.
  • Bearing housing (A), 27 is a spherical bearing housing (B), 41 is a ceiling plate, 42 is a ceiling suspension member, 44 is a kip tire cable, 45 is a beam, and 49 is a traverse stopper.
  • the straight running rail 1a is supported and fixed to the beam 45, which is the structure constructed on the ceiling surface of the building, by the running rail suspension member 19. c In the case of Fig.
  • both running trolleys (A) 7 , (B) 8 provided spherical bearings (A) 10, (B) 11
  • the shafts (A) 5, (B) 6 held by 11 are connected and fixed to both side surfaces of girder rail 4 .
  • a trolley 9 (including a traversing roller 15, a roller-one support bracket 25, and a hoist-mounting bracket 17) in which a hoist 16 is suspended moves along the gag rail 4.
  • both traveling trolleys (A) 7, (B) 8 have guide rollers 14 on the top of the traveling rollers 13.
  • the straight traveling rail 1a hardly sways, so the straight traveling rail 1a is attached to the ceiling panel. It becomes possible to attach.
  • Fig. 8 shows a schematic cross section of a suspension type overhead traveling crane with an overhung equipped with both runners (A) 7 and (B) 8 and a shifter unit 12.
  • FIG. 8 shows a schematic cross section of a suspension type overhead traveling crane with an overhung equipped with both runners (A) 7 and (B) 8 and a shifter unit 12.
  • FIG. 9 is a schematic cross-sectional structural diagram of a top-run overhead traveling simple crane equipped with both traveling trolleys (A) 7 and (B) 8 and a shift absolute bar unit 12.
  • 1 is a running rail
  • la is a straight running rail
  • 4 is a girder rail
  • 5 is a shaft (A)
  • 6 is a shaft (B)
  • 8 is a running shaft (B).
  • 10 is a spherical bearing (A)
  • 11 is a spherical bearing (B)
  • 12 is a shift absorber Unit
  • 13 is a traveling roller
  • 14 is a guide roller
  • 15 is a traversing roller
  • 16 is a hoist and chain block
  • 17 is a hoist mounting bracket
  • 18 is a hook
  • 19 is a hanging rail.
  • Lowering member, 21 is a shaft mounting plate, 25 is a roller support, 26 is a spherical bearing housing (A), 27 is a spherical bearing housing (B), 43 is an anchor bolt, and 4 is Figure 8 shows a cap tire cable, 45 is a beam, 46 is a column, and 49 is a traverse stopper.
  • the spherical bearings (A) 1 of both traveling trolleys (A) 7, (B) 8 The shafts (A) 5 and (B) 6 held by 0 and (B) 11 are connected and fixed to the upper part of the guide rail 4.
  • Fig. 8 the spherical bearings (A) 1 of both traveling trolleys (A) 7, (B) 8
  • the shafts (A) 5 and (B) 6 held by 0 and (B) 11 are connected and fixed to the upper part of the guide rail 4.
  • the columns 46 and beams 45 can be composed of general steel H-section steel and square pipes, and the columns 46 and beams 45 are formed by the suspended load of the beams 16 applied to the ga-g rail 4. It can be changed freely. Also, as a method of fixing the columns 46, the anchors 43 are used to fix the concrete to the slab.
  • FIG. 10 is a schematic cross-sectional structure diagram showing a state in which a hoist is hung on a traversing trolley using a round type girder rail.
  • reference numeral 4 denotes a garg / rail
  • 9 denotes a traversing trolley
  • 16 denotes a hoist and a chain block
  • 17 denotes a mounting bracket
  • 18 denotes a hook
  • 50 denotes an oilless bearing.
  • the non-lubricated bearing 50 held by the traversing opening 9 gives the oscillating movement function to the traversing opening 9 by wrapping around the girder rail 4.
  • Figures 11, 12, and 13 show a schematic front view, a schematic three-dimensional view, and a schematic plan view of a small-scale simple crane assembled and mounted on a scaffold pipe at the site.
  • FIGs. 11 to 13 2 and 2c2d are traveling rails, 4 is a girder rail, 7 is a traveling trolley (A), 8 is a traveling trolley (B), 9 is a transverse trolley, 1 3 is a traveling roller, 16 is a hoist and chain block, 18 is a hook, 4 4 is a cap tire cable, 48 is a traveling stopper, 49 is a traverse stopper, 50 is a non-lubricated bearing, and 10 2 is a lubricated bearing.
  • A traveling trolley
  • 8 is a traveling trolley (B)
  • 9 is a transverse trolley
  • 1 3 is a traveling roller
  • 16 is a hoist and chain block
  • 18 is a hook
  • 4 4 is a cap tire cable
  • 48 is a traveling stopper
  • 49 is a traverse stopper
  • 50 is a non-lubricated bearing
  • 10 2 is a lubricated bearing.
  • the traveling rails 2c and 2d are fixed to the scaffold pipe 108 via the traveling rail support pipe 109 using the traveling rail fixing bracket ⁇ 28.
  • the traveling rail support pipe 109 is used for adapting to the difference in scaffold dimensions of the scaffold pipe 108 and for reinforcing the traveling rail 2.
  • the traveling rail 2c2d is indirectly supported at four fulcrums using four fixing brackets
  • the length of the brace (IN) 102 and the brace (OUT) 103 can be adjusted steplessly with the clamps 120, so that the running rail 2c, Can be mounted on 2 d.
  • the mounting angle of the brace (IN) 102 and the brace (OUT) 103 is It is necessary to select a mounting location for the scaffold. Considering the load sharing and the reduction of the axial force applied to the scaffold pipe 108, about 45 ° is an average appropriate value for the mounting angle.
  • the brace (IN) 102 and the brace (OUT) 103 support the pair of running rails 2c and 2d in a four-piece configuration.
  • the girder held on traveling trolleys (A) 7, (B) 8 along traveling rails 2c, 2d is replaced by rail 4 Travel and move.
  • the traveling trolleys (A) 7 and (B) 8 are provided with spherical bearings (A) i 0 and (B) 11, respectively.
  • the gag rail 4 can safely and smoothly move even if the running rails 2c and 2d are misaligned when the scaffold pipes are not vertical or when the scaffold pipes are not vertical. Become.
  • the trolley 9 with the hoist and chain block 16 suspended along the girder rail 4 traverses.
  • the span between the pair of traveling rails 2c, 2d is narrow, and there is little need for traversing.
  • FIG. 14 is a schematic plan view showing the bending condition of the traveling rail of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
  • FIG. 15 is a schematic sectional structural view taken along line AA ′ of FIG.
  • 2c and 2d are running rails
  • 4 is a girder rail
  • 6 is a shaft (B)
  • 21 is a shaft mounting plate
  • the traveling rail 2d is connected to the traveling rail 2c by using a rail joint hinge A110 and a rail joint hinge B111. Pulling out the rail joint hinge insertion / removal pin 1 15 and rotating it around the rail joint hinge A 110, the traveling rail 2d can be folded over the traveling rail 2c to perform the bending operation of the traveling rail. it can.
  • FIG. 16 and Fig. 17 show a schematic front view and a schematic elevation view of a small-scale simple crane installed and assembled in a building.
  • Figs. 16 and 17, 3 e show a schematic front view and a schematic elevation view of a small-scale simple crane installed and assembled in a building.
  • 3 f and 3 g are traveling rails
  • 4 is a girder rail
  • 7 is a traveling trolley (A)
  • 8 is a traveling trolley (B)
  • 9 is a traversing trolley
  • 10 is a spherical bearing (A)
  • 13 is a runway line
  • 16 is a hoist and chain block
  • 18 is a hook
  • 44 is a captive cable
  • 48 is a run stopper
  • 49 is a transverse stopper
  • 50 is a non-lubricated bearing
  • 1 0 0 is a pole (IN)
  • 101 is a pole (OUT)
  • 102 is a pole (IN)
  • 103 is a brace (OUT), 104 is a column fixed frame, 105 is a rail steady bar, 106 is a crossbar (top), 107 is a crossbar (bottom), 1 1 1 is a rail joint hinge B, 1 1 4 is a rail joint lock pin, 1 1 6 is a brace holder (rail side), 1 1 7 is a brace holder (post side), and 1 2 0 is a niche tightening adjustment fixing bracket , 1 2 1 is a holding plate, 1 2 2 is a rail fixing bar fixing bracket, 1 2 3 is a column fixing bolt (upper) (lower), 1 2 4 is a tightening bolt for positioning the column (large), 1 2 5 is Only for the support column positioning, tightening bolts (small), 1 26 are cross bar receiving brackets, 1 29 denotes a leveling rubber pad.
  • a pair of struts (IN) 100 and struts (0 UT) 100 I are each a strut (IN) 100 in a strut (OUT) 101.
  • the cane (OUT) 103 has a telescopic mechanism that can be adjusted in a stepless manner by using a tightening adjustment fixing bracket 120 according to the length of a pair of columns, and a pair of traveling rails 3 e , 3 f, 3 g are supported by a combination of a pair of brace (IN) 102 and a brace (OUT) 103.
  • a pair of struts (IN) 100 and struts (OUT) 101 are erected along the building body (the shaded area in Fig. 17), and four of the strut fixing frames 104 are erected.
  • Support bolts (upper) (lower) Attached to the tip of 1 2 3.
  • the wall (1) and the support (OUT) 1 0 3 are fastened and fixed together by one holding plate 1 2 1.
  • the holding plate 1 2 1 attached to the tip of 123 has a structure that rotates 360 °, so any wall shape You can select the mounting angle to fit in.
  • the holding plate 1 2 1 can be changed to a large holding plate 1 2 1, and the column fixing bolts (upper) (lower) 1 2 3 can be adjusted according to the change in wall thickness And take action.
  • the transfer bar (top) 106 and the transfer bar (bottom) 107 are means for determining the span (frontage) between the two columns, and are one of the support frames for the column (OUT) 101. It also has the effect of increasing the strength of the strut (OUT) 101.
  • the rail steady rest bar 105 can be attached to and detached from the inner side surface of the traveling rail 3 g, and serves to stop the run-out between the rails.
  • Fig. 18 is a schematic elevation view of the main frame after disassembling and folding the small-scale simple crane installed and assembled in the building shown in Figs. 16 and 17. is there.
  • 3 e, 3 f, and 3 g are running rails
  • 100 is a strut (IN)
  • 101 is a strut (OUT)
  • 102 is a brace (IN)
  • 103 is a strut.
  • 104 indicates a column fixing frame
  • 129 indicates a leveling rubber pad.
  • (OUT) 103 is a column without removing it from the column (IN) 100.
  • (OUT) 101 can be stored around. Loosen the column fixing bolts 1 2 3 and remove the column fixing frame 104. Loosen the nipple tightening adjustment fixing bracket i20 and store the stick (IN) 102 in the stick (OUT). By the above procedure, as shown in Fig. 18, the folded main body frame can be stored.
  • the running rail 3 is divided into 3e, 3f, and 3g portions, respectively, and the running rail 3f and the running rail 3g are connected by a rail joint hinge B111. If there are restrictions on the internal space, etc., the rail joint lock pin 1 14 can be removed and the traveling rail 3 g can be bent downward.
  • the brace (OUT) 103 supported at the end of the running rail 3 g is attached to the rail joint hinge B 111 at the end of the running rail 3 f.
  • the girder rail 4 travels along traveling rails 3 e, 3 f, and 3 g.
  • the span between the pair of traveling rails 3 e, 3 f, and 3 g is extremely narrow, there is little need for traversing, so the traversing trolley 9 should be lubricated with oil-free bearings 5 so that it can move in a limited range. 0 was attached.
  • the simple crane which travels over the ceiling of this invention, it has a spherical bearing in both the runway opening and the girder rail connection mechanism part, holds the shaft connected to the girder rail, and uses the coil spring.
  • the combined use of the Absorber Unit has the advantage that the traveling rails held by the traveling rails and the traveling portals are not subjected to impact or vibration. Therefore, there is an advantage that the movement of the conveyed object to any position by manual operation, including lifting and hanging movement of the conveyed object by the hoist and the chain block, can be performed smoothly and safely. Furthermore, there is an advantage that handling is easy and safe even when starting and stopping moving.
  • the present invention can be applied to a simple crane that can safely and smoothly move a conveyed material to an arbitrary position.
  • the present invention can be applied to a simple crane that can be folded, expanded, contracted, and transported, and can easily move a conveyed material to an arbitrary position.

Abstract

A simplified crane that travels overhead, adapted to eliminate troubles involved in moving the crane along straight and curved rails and travel smoothly. Also, a simplified crane that is light in weight, simple, portable, and of small-scale. The simplified crane that travels overhead comprises a shaft in girder rails, spherical bearings holding the girder rails, one of which spherical bearing has a bearing function in a range of fixed solid angle in a semispherical path, the other spherical bearing having a bearing function in a range of fixed solid angle in a semispherical path and a shift function in a range of fixed solid angle, and a shift absorber unit connected to the spherical bearing. The simplified crane that is of small scale further comprises expansible struts and props, and foldable rails, and is arranged so that it can be installed on scaffolding pipes or building bodies.

Description

明 細 書 簡易クレーン 技術分野  Description Simple crane Technical field
本発明は、 搬送物を走行、 横行、 上下の三次元の空間を移動させる天井走行ク レーンに関し、 工場、 事務所等の空間スペースの有効活用ができると共に、 搬送 物を任意の位置に安全に、 かつスムーズに移動できる簡易クレーンに関する。 或 いはまた、 本発明は、 折りたたみ、 伸縮、 可搬できる機構を備え、 搬送物を任意 の位置に手軽に移動させることができる簡易クレーンに関する。 背景技術  The present invention relates to an overhead traveling crane that moves, traverses, and moves three-dimensionally up and down a conveyed object, and can effectively utilize a space space in a factory, an office, etc., and safely convey the conveyed object to an arbitrary position. And a simple crane that can move smoothly. Alternatively, the present invention relates to a simple crane having a mechanism capable of folding, expanding, contracting, and transporting, and capable of easily moving a conveyed object to an arbitrary position. Background art
従来、 天井走行クレーンは、 搬送物を主として、 三次元の空間を移動させる機 械であり、 搬送物を動力を用いて吊り上げ、 これを水平に移動し、 任意の位置ま で運搬することを目的とした設備である。 基本的に、 走行レールは、 平行に設置 され、 この走行レールと略直角に設置された両走行卜ロリ一に保持されたガーグ —レールが、 走行レールに沿って移動する。 又、 ホイスト等を吊り下げた横行卜 口リーが、 ガーグ一レールに沿って移動する。 上述した天井走行クレーンの中に は、 走行、 横行の移動手段が、 電動式と手動式に分類され、 また型式が、 トップ ラン型とサスペンション型に大別される。 走行レールの設置ゃガ一ダーレ一ルの 組立は、 それぞれ厳しい基準が設けられている。  Conventionally, an overhead traveling crane is a machine that moves a three-dimensional space mainly using conveyed objects.It is intended to lift the conveyed object using power, move it horizontally, and transport it to an arbitrary position. Equipment Basically, the traveling rails are installed in parallel, and the gag-rails held on both traveling trolleys installed at substantially right angles to the traveling rails move along the traveling rails. In addition, the traversing entrance with the hoist suspended moves along the gag rail. Among the above-mentioned overhead traveling cranes, traveling and traversing means of movement are classified into electric and manual types, and models are roughly classified into top run type and suspension type. There are strict standards for the installation of traveling rails and assembly of guard rails.
手動式天井走行クレーンにおいて、 主として操作性向上のための従来技術の対 策は以下の通りである。 即ち、 例えば片側走行卜口リーと、 ガーダーレ一ルの支 持支点を水平方向シフ トできる機構を有するものがある。 或いはまた、 ガーダ一 レールのそれぞれ支持支点が 3 6 0 ° の回転機能を有し、 走行方向に対して振子 運動をするボールジョイントゃ球面継手機構を有するものがある。 或いはまた、 走行レール、 ガーグ一レールの全ての連結個所に球面継手機構を有するものがあ る。 これらの従来技術は、 シフ ト機構を利用する例としては、 日本国特許公報の 特公昭 6 1 - 3 1 0 3 7号公報 「スクェア一クレーン」 に開示され、 球面継手機 構を利用する例としては、 日本国特許第 2 5 3 9 1 6 2号公報 「天井走行クレー ン」 に開示されている通りである: In the manual overhead traveling crane, the prior art measures mainly to improve operability are as follows. That is, for example, there is a device having a mechanism that can shift the support fulcrum of the girder rail in the horizontal direction, for example, with a one-sided traveling doorway. Alternatively, there is a girder-rail having a ball joint / spherical joint mechanism in which each supporting fulcrum of the girder rail has a rotation function of 360 ° and performs a pendulum motion in the running direction. Alternatively, some have a spherical joint mechanism at all connecting points of the traveling rail and the garg rail. These prior arts are disclosed, for example, in Japanese Patent Publication No. 61-31037 "Square One Crane" of Japanese Patent Publication, as an example of using a shift mechanism. An example of the use of the structure is as disclosed in Japanese Patent No. 253991 62, “Overhead traveling crane”:
上記の天井走行クレーンの両走行卜口リ一及び横行トロリ一の機構部において は、 直線的な転がり運動をするベアリングを軸受としたローラーが、 主に使用さ れている。  In the above-mentioned overhead traveling crane's two-way traveling trolley and the traveling trolley mechanism, rollers mainly using bearings that perform linear rolling motion are mainly used.
ここで上記の天井走行クレーンに比し、 より小規模なクレーン又は搬送機の分 野について説明する。 始めに、 建設現場等が大規模でなく、 搬入エレベータ等が ない場合、 外部に設置された足場間の搬入手段として、 重量物は除き、 ロープ等 を使用した人為的操作, 高所作業車, 小型トラッククレーンや足場パイプジブク レーン等が挙げられる。 高所作業車や小型トラッククレーンは、 ジブの旋回、 伸 縮、 起伏及び上下の範囲で、 搬送物の移動を行い、 設置足場の近い場所にその搬 送物を移し、 設置足場内部の作業者が搬送物を設置足場上へ、 一工程として仮り 置きし、 その後人為的操作により建物内部へ搬入する。 足場パイプに設置可能な 簡易ジブクレーンは、 搬送物の巻上げ、 巻下げをすると同時に、 旋回範囲内での 搬送物の移動を行う。  Here, the field of a crane or a transporter that is smaller than the overhead traveling crane described above will be described. First, if the construction site is not large-scale and there is no carry-in elevator, as a means of carrying in between the externally installed scaffolds, except for heavy objects, manual operation using ropes, aerial work platforms, Light truck cranes, scaffolding pipe jib crane, and the like. For aerial platforms and light truck cranes, move the conveyed object within the range of the jib's rotation, extension, up-and-down movement, and up and down movement, move the conveyed object to a location near the installation scaffold, Will temporarily place the conveyed material on the installation scaffold as a process, and then carry it into the building by manual operation. A simple jib crane that can be installed on a scaffold pipe lifts and lowers the conveyed goods, and moves the conveyed goods within the turning range.
一般に、 建物の壁面に固定し、 主として搬送物を上下するものとして、 ハシゴ 式の荷役機があげられる。 簡易可搬式のクレーンにおいて、 簡易組立、 簡易分解、 折りたたみ収納及び搬送の流れに沿うためには、 一連の関連技術の対応が必要と なる。 しかしながら、 例えば、 トラック輸送に頼らず搬ベるクレーン、 簡単にビ ギナ一でも工具なしでも設置組立てできるクレーンは、 従来提案されていなかつ た。  Generally, a ladder-type cargo handling machine is fixed to the wall of a building and mainly moves the cargo up and down. In order to follow the flow of simple assembly, simple disassembly, folding storage and transportation of a simple portable crane, it is necessary to respond to a series of related technologies. However, for example, cranes that can be carried without relying on truck transportation and cranes that can be easily installed and assembled without a beginner or with tools have not been proposed.
天井走行クレーンにおいて、 操作性向上の要因の 1つとして、 人為的要素も欠 くことはできない。 言い替えれば、 同等仕様の手動式天井走行クレーンを操作す る作業者が、 エキスパートとビギナーとでは、 搬送物を移動する全ての点で、 操 作上も、 或いは安全面においてもかなりの違いがででくるのが通例である。  For overhead traveling cranes, human factors are indispensable as one of the factors that improve operability. In other words, a worker operating a manually operated overhead traveling crane of the same specification has a considerable difference in operation and safety between the expert and the beginner in all aspects of moving conveyed goods. It is customary to come out.
本発明においては、 人為的操作上の要因を平均値的に考慮し、 クレーン本体の 構造面に焦点を当て、 安全性を意識した機構上の問題点にして総合的に対策を講 じた。  In the present invention, human factors in operation are considered in average, focusing on the structural aspects of the crane body, and comprehensive measures have been taken to address safety-related mechanical problems.
始めに、 クレーン動作の三要素である走行、 横行、 上下の動作に基づいて説明 する: First, explanation based on the three elements of crane operation, running, traversing, and vertical movement Do:
走行レールは、 厳しい設置精度が求められる。 意識しない設置上の不手際及び 実用上発生する設置基準値を越えた不整合、 例えば、 レールスパンの相違、 それ ぞれのレールの勾配及び倒れ、 レール相互間の高低差等が挙げられる。  Running rails require strict installation accuracy. There are inconsistencies in installation that are not conscious and inconsistencies that exceed the practical installation standard values, such as differences in rail spans, slopes and inclinations of each rail, and differences in height between rails.
上記の不整合個所を、 ガーダーレールが走行移動するときは、 主に両走行トロ リーとガーダーレ一ルの連結部周辺に、 それぞれ引張、 圧縮、 上下左右のねじれ 等の種々の外力の作用で、 内部応力が発生する。  When the girder rail travels and moves through the above-mentioned inconsistency, various external forces such as tension, compression, up / down / left / right torsion are applied mainly around the joint between the traveling trolley and the girder rail. Internal stress occurs.
一方、 両走行トロリーを含めたガーグ一レール本体も、 機構部品の取付精度や、 両走行トロリー間のスパン、 平行度、 対角寸法や高低差といった製作上の精度が 要求される:, この場合においても、 意識しない製作上の不手際や実用上発生する 基準精度を越えたガーグ一レールの不整合は、 ガ一ダ一レールが走行レールに沿 つて移動するにあたって、 主として、 両走行トロリーとガーダ一レールの連結部 周辺にそれぞれ、 引張、 圧縮、 上下左右のねじれ等の種々の外力の作用があり、 内部応力を高める原因となる。  On the other hand, the gag-rail body including both traveling trolleys also requires mounting accuracy of mechanical parts and manufacturing accuracy such as span, parallelism, diagonal dimension and height difference between both traveling trolleys: However, when the girder rails move along the travel rails, the girder rails that exceed the standard accuracy that occur unconsciously, or that are not practically used, are mainly caused by both traveling trolleys and girder rails. Various external forces such as tension, compression, up / down / left / right torsion, etc., act around the rail joints, causing internal stress to increase.
上述したように、 走行レールゃガ一ダーレ一ルの不整合に起因する種々の外力 に対して、 一般に走行レールゃガ一ダ一レール本体は、 降伏応力度が高いため、 両走行卜口リーとガーダーレ一ルの比較的弱い連結部周辺の構造や機構部に、 内 部応力を発生させる。  As described above, the traveling rail-gadder rail main body generally has a high yield stress against various external forces caused by the misalignment of the traveling rail-gadder rail, so that both the traveling head and the lead-rail are inaccessible. Internal stress is generated in the structure and mechanism around the relatively weak connection between the girder rail and the girder rail.
上記の走行レ一ルの不整合やガーダーレ一ルの不整合から起こる総合作用によ つて、 両走行ト口リ一が保持する走行ローラー及び横行卜口リ一が保持する横行 ローラーの機能への支障をきたし、 搬送物を移動するに当たっても、 大きな手引 力や手押力が必要となってスムーズな移動ができないという問題点がある。 場合 によっては、 走行、 横行、 運動の衝撃的な停止にもつながり、 このことは非常に 危険である。  Due to the overall action resulting from the misalignment of the running rail and the misalignment of the girder rail, the function of the running roller held by both running toes and the traversing roller held by the traversing opening is reduced. There is a problem in that a large amount of hand and force is required to move the conveyed object, and smooth movement is not possible. In some cases, this can lead to a shocking stop in running, traversing, or movement, which is very dangerous.
曲線状走行レールを有する天井走行クレーンにおいて、 その走行レールとガー ダーレ一ルの交差角度変化に伴う問題として、 両走行トロリーとガーダーレール の連結部周辺の構造や機構部に、 それぞれ主として左右のねじれと引張の外力が 加わり、 内部応力を高める原因となる。 結果として、 両走行トロリーが保持する 走行ローラーの転がり摩擦抵抗が大きくなり、 ローラーの良好な転がりができな い:: その結果、 搬送物を圧意の位置へスムーズに移動することが困難となる。 両走行トロり—や横行トロリ一が保持する各ローラ一か、 良好な状態でない場 合には、 搬送物が床面から離れる際にガ一ダーレール本体や横行トロリ一が搬送 物の真上に移動しょうとする追従機能を低下させる。 このことは、 作業者の無意 識に行われる搬送物の斜め吊りに対して、 搬送物を大きく揺らす原因にもなる。 従来の構造の中で、 走行移動に対してガーダーレールを傾けることによって、 搬送物の斜め荷重に対する水平分力を発生させ、 搬送物の移動開始時点や移動停 止時点の作業者の手弓 I力及び手押力を軽減させる機構がある。 不整合のある走行 レールや曲線状走行レールをガーダ一レールが走行移動する際に、 両走行トロリ —とガ一グーレールの連結部周辺に引張、 圧縮等の外力が加わるために、 十分な 機能を発揮できないという問題点もある. In overhead traveling cranes with curved traveling rails, the problem associated with the change in the intersection angle between the traveling rail and the girder rail is that the structure and mechanism around the connection between the traveling trolley and the girder rail are mainly twisted to the left and right. And an external tensile force are applied, which causes an increase in internal stress. As a result, the rolling friction resistance of the traveling rollers held by both traveling trolleys increases, and the rollers cannot roll well. I :: As a result, it is difficult to move the conveyed material smoothly to the position of oppression. The rollers on the two-way trolley or the trolley, or if not in good condition, the guide rail or the trolley rests directly above the load when the load leaves the floor. The ability to follow the movement is reduced. This also causes a large swing of the conveyed object due to the slanting of the conveyed object, which is performed unknowingly by the operator. In the conventional structure, by tilting the girder rail with respect to the traveling movement, a horizontal component is generated against the oblique load of the conveyed object, and the operator's bow at the time of starting or stopping the conveyed object I There is a mechanism to reduce the force and the pushing force. When the girder rail travels on an inconsistent traveling rail or curved traveling rail, sufficient functions are provided because external forces such as tension and compression are applied to the vicinity of the connection between the traveling trolley and the rail. There is also a problem that it can not be demonstrated.
また、 従来の構造において、 片側走行トロリーとガーダーレ一ルの支持支点が 単純に水平方向のみのシフ ト機構では、 走行レールのそれぞれの勾配、 倒れ、 ま た高低差がある場合や、 曲線状軌跡の走行レ一ルをガーダーレ一ルが走行移動す る場合には、 シフ ト機能が不完全である。  Also, in the conventional structure, the shift mechanism in which the supporting fulcrum of the one-side traveling trolley and the girder rail is simply horizontal only has a case where there is a gradient, a fall, or a height difference of each traveling rail, or a curved locus. If the girder rail travels on the running rail, the shift function is incomplete.
次に、 天井走行クレーンの空間スペースの問題点について述べる。 本来、 搬送 手段としてのクレーンは、 地上の占有面積をとらないで建物上部の遊休空間を利 用するため、 空間利用率が良好であるという点で、 高い評価を受けている。 しか しながら、 建物内に大型のトップラン型クレーンが走行している場合、 建物上部 の梁等から吊り下げ方式のサスペンション型の手動式天井走行クレーンを設置す るということは、 大型のトップラン型クレーンの走行、 横行可動範囲を規制する ことになる。 また、 トップラン型の手動式天井走行クレーンを設置する場合には、 床上部の機械設備等が障害となり、 走行レールを支持する柱が設置できないとい う問題点がある。  Next, the problem of the space of the overhead traveling crane is described. Originally, cranes as a means of transportation have received high praise for their good space utilization rate because they use the idle space at the top of the building without occupying the ground. However, if a large top-run crane is running inside the building, installing a suspension-type manually-operated overhead traveling crane suspended from beams at the top of the building means that a large top-run crane is installed. This limits the travel and traversing range of the mobile crane. In addition, when a top-run type overhead traveling crane is installed, there is a problem in that the mechanical equipment at the top of the floor becomes an obstacle and the pillars that support the traveling rails cannot be installed.
これまで、 同様の機構を有する天井走行クレーンにおいて、 現場の状況に合わ せて自由に型式を変更すること、 即ち、 例えば、 トップラン型をサスペンション 型へ変更したり、 或いはまたサスペンション型を卜ップラン型に変更することは 困難であった。  Up to now, in overhead traveling cranes having the same mechanism, it is possible to freely change the model according to the situation at the site, for example, change the top run type to the suspension type, or change the suspension type to the top run type It was difficult to change to a mold.
従って、 本発明の目的の 1つは、 直線又は曲線状走行レールに沿って、 ガーダ 一レールが走行移動する際に、 走行レールの不整合や、 走行レールとガーダーレ ールの交差角度変化に伴って発生する両走行卜口リーとガーグ一レールの連結部 周辺の外力や衝撃を吸収し、 内部応力をおさえると同時に、 各ローラ一状態を良 好に保つことで、 走行レールをゆらすことなく、 本来天井走行クレーンの持つ一 連の機能を高め、 搬送物を任意の位置へ安全かつスムーズに移動でき、 しかも、 空間利用の点で、 現場に合わせてトッブラン型とサスベンション型の型式の何れ をも選ぶことができる天井走行する簡易クレーンを提供することにある。 Accordingly, one of the objects of the present invention is to provide a girder along a straight or curved running rail. Absorbs external forces and impacts around the joint between the traveling rail and the gag rail, which are generated when one rail travels due to misalignment of the traveling rail or a change in the intersection angle between the traveling rail and the girder rail. In addition to reducing internal stress and maintaining the condition of each roller in good condition, the series of functions inherent in overhead traveling cranes can be enhanced without shaking the traveling rails, and conveyed objects can be safely moved to any position. It is an object of the present invention to provide a simple overhead traveling crane that can be moved smoothly and that can be selected from either a Topburn type or a suspension type according to the site in terms of space utilization.
次に、 前記天井走行クレーンに比べ、 より小規模なクレーン或いは搬送機の分 野の問題点について述べる。  Next, problems in the field of smaller cranes or conveyors compared to the overhead traveling cranes will be described.
軽量の搬送物を上下するため、 外部足場や階段を利用し、 人為的操作によって、 搬送物の上下移動及び水平移動を何回も繰り返す作業は、 作業効率が悪く、 省力 化時代に適していない。 また、 外部足場が設置されている現場等でのトラックク レーンや高所作業車による搬送物の搬入は、 トラッククレーンのワイヤやジブが 外部足場へ接触するため、 建物内部までの搬入は困難であり、 高所作業車におい ても同様の問題点がある。 また、 搬入場所が狭く、 起伏が多い汚泥地である等の 条件が悪い場合には、 使用効率も低下する。  Repeating up and down and horizontal movements of conveyed objects many times by manual operations using external scaffolds and stairs to move light objects up and down is inefficient and not suitable for the labor saving era. . In addition, it is difficult for truck crane or aerial work vehicles to carry goods into the building at sites where external scaffolds are installed, because truck crane wires and jib contact the external scaffolds, making it difficult to carry them into the building. There is a similar problem with aerial work vehicles. In addition, if the conditions are poor, such as where the loading area is narrow and there is a lot of ups and downs, the usage efficiency will decrease.
また、 従来の足場パイプに 2点支持方式で取付けされた簡易ジブクレーンは、 足場パイプにかかる軸力が搬送物の重量対して非常に大きくなるため、 足場パイ プの損傷につながると同時に、 足場パイプに傾きがあると、 水平旋回ができない ため、 搬送物の水平移動が困難である。 また、 足場パイプへの取付支点が 2支点 のため、 搬送物の巻上げ、 巻下げ作業に揺れが生じ、 搬送物を大きく揺らす原因 の 1つとなるという問題点がある。  In addition, a simple jib crane mounted on a conventional scaffolding pipe with a two-point support method has a large axial force on the scaffolding pipe with respect to the weight of the conveyed object. If there is an inclination, it is difficult to move horizontally, so it is difficult to move the conveyed object horizontally. In addition, since the fulcrum for mounting the scaffold pipe to the fulcrum is two fulcrums, there is a problem that the lifting and lowering work of the conveyed material is shaken, which is one of the causes of the conveyed material being largely shaken.
ハシゴ式の荷役機においは、 本体を支持する固定場所がハンゴの上部と中間部 に必ず必要であり、 荷役機自体の必要な床面積も予想を超えて広いことを余儀な くされる。 また、 壁面上部が斜めであると、 ハシゴ上部のセッティ ング時の上下 調整が手間どることになる。  In the case of ladder-type cargo handling machines, fixing places for supporting the main body are always required at the upper and middle parts of the hangos, and the floor space required for the cargo handling machines themselves must be larger than expected. If the upper part of the wall is oblique, the vertical adjustment during setting of the upper part of the ladder will be troublesome.
そこで、 本発明の別の目的の 1つは、 前述した天井走行クレーンにおける課題 をとり入れた上でより小規模な簡易クレーンにおいて、 簡易組立て、 簡易分解及 び折りたたみができ、 しかも設置場所の点で自由度が高く、 ビギナーでも簡単に 工具なしで設置組立てできると同時に、 搬送物をスムーズにかつ安全に工程を短 縮して合理的に建物内部へ移動搬入ができる簡易クレーンを提供することにある。 本発明の天井走行する簡易クレーンにおいて、 片側走行トロリーとガ一ダーレ ールの連結機構部は、 ガーダ一レールに連結固定されたシャフトを保持する球面 軸受を備える; この球面軸受は、 半球状軌跡の中の定立体角度の範囲での運動機 能を備える。 又、 反対側走行卜口リーとガーダ一レールの連結機構部もガーグ一 レールに連結固定されたシャフ 卜を保持する球面軸受を備え、 この球面軸受は、 半球状軌跡の中の定立体角度の範囲での運動機能を有すると同時に、 規制された シフト量範囲でガ一ダーレ一ル連結シャフト支点を、 ガーグ一レール長手方向に 対して、 その定立体角度内の任意の角度方向へシフ トできる機能をも備える。 基 本的には、 この両走行トロリーが保持する球面軸受は、 自動調芯機構を備え、 ホ イス卜及びチェーンブロックで、 搬送物を巻上げ、 巻下げする際に発生する衝撃 荷重に対しても対応可能であり、 力、つ、 摩擦が少なく滑り摩擦抵抗が小さいとい う特徴を有する無給油軸受か望ましい。 Therefore, another object of the present invention is to take into account the above-mentioned problems of the overhead traveling crane and to perform simple assembly, simple disassembly, and folding on a smaller simple crane, and in terms of installation location. High degree of freedom, easy for beginners It is an object of the present invention to provide a simple crane that can be installed and assembled without tools, and at the same time, smoothly and safely shortens a process and conveys a conveyed object rationally into a building. In the overhead traveling simple crane according to the present invention, the connection mechanism between the one-side traveling trolley and the girder rail includes a spherical bearing holding a shaft connected and fixed to the girder rail; It has a motion function within a constant solid angle range. In addition, the connecting mechanism between the opposite running door and the girder rail is also provided with a spherical bearing that holds the shaft connected and fixed to the girder rail, and this spherical bearing has a constant solid angle in the hemispherical locus. While having a movement function within the range, the girder rail connecting shaft fulcrum can be shifted to any angle direction within the fixed solid angle with respect to the gag-rail longitudinal direction within the restricted shift amount range. It also has functions. Basically, the spherical bearings held by both traveling trolleys are equipped with a self-aligning mechanism, and can withstand the impact load generated when hoisting and lowering the conveyed object with the hoist and chain block. Oil-free bearings that are capable of handling, have low force, low friction, and low sliding friction resistance are desirable.
ここで、 両球面軸受は、 ハウジングによって保持され、 このハウジングは両走 行トロリ一が保持する走行ローラーの支持金具と高力ボルトで連結され、 脱着が 可能であり、 ガ一ダ一レールに連結されたシャフ トも、 ガ一ダ一レールより脱着 ができるので、 両者を 1つのュニッ 卜として構成してもよい。  Here, the two spherical bearings are held by a housing, and this housing is connected to the support bracket of the traveling roller held by the two traveling trolleys with high-strength bolts, is detachable, and is connected to the gadget rail. The shaft can also be attached and detached from the girder rail, so both may be configured as one unit.
更に、 球面軸受機能の効率を高める手段として、 シフ卜アブツーバーュニッ ト を備える。 このシフ 卜ァブソーバーュニッ 卜は、 シフ卜機能を有する球面軸受と ガーグ一レールに連結固定された延長シャフ卜のシャフトへッ ドとの間に設置さ れ、 コイルパネが使用される。 このコイルバネは、 ガーダ一レールに連結された シャフ 卜のシフ 卜可動範囲に合わせて、 伸縮又は移動できる機構を備えている。 またコィル/ ネは緩衝 ·吸収を 2段構えにするため、 2段モーションタイプが望 ましい。 ストロークや復帰力等は、 使用条件に合わせて自由に設定する。 コイル パネの代わりに、 エアシリ ンダーや油圧シリンダー等の機構をも利用できる。 ま た、 シフ トァブソーバーュニッ トは、 球面軸受を含むハウジングに収容されてい るので、 1つのユニッ トとして取り扱うことができ、 トップラン型、 サスペンシ ヨン型、 何れにも適用が可能である。 上記の天井走行する簡易クレーンの走行、 横行の移動手段である両走行卜ロリ 一及び横行トロリ一に保持されたローラ一軸受は、 直線的な転がり運動をするべ ァリングであればよい。 Furthermore, a shift-ab to burn unit is provided as a means to increase the efficiency of the spherical bearing function. The shift sorber unit is installed between a spherical bearing having a shift function and a shaft head of an extension shaft connected and fixed to a gag rail, and a coil panel is used. This coil spring is provided with a mechanism that can expand and contract or move in accordance with the shift movable range of the shaft connected to the girder rail. In addition, for the coil / net, a two-stage motion type is desirable to provide two-stage buffering and absorption. Stroke and return force can be set freely according to the operating conditions. Instead of coil panels, mechanisms such as air cylinders and hydraulic cylinders can also be used. The shiftover unit is housed in a housing that includes a spherical bearing, so it can be handled as a single unit, and can be applied to both top-run and suspension types. . Rollers and bearings held on both the traveling trolley and the traversing trolley, which are means for traveling and traversing the above-mentioned overhead traveling simple crane, may be bearings that perform linear rolling motion.
走行レールに関しては、 基本的に、 走行レール相互間の寸法スパンが一定即ち、 略平行と設定される。 曲線状走行レールに関しても曲率半径は異なるものの走行 レール相互間の寸法スバンは、 一定間隔のもとで設置する。 ガーダーレ一ルがサ スペンション型の場合は、 走行レールの支持方法として従来と同様、 天井面に設 置された構造物の梁などがクレーン本体に対しての耐荷重性があれば、 従来使用 されている吊り部材等を用いて支持可能である。 また、 ホイスト及びチヱーンブ ロックの吊り荷重によっても、 走行レールの吊り部材の強度を高めたり、 吊り部 材の支持間隔を変更することによって対応できればよい. 従来の天井走行クレー ンの走行レールと同様に、 走行レール本体の断面形状を選択することによつても 対応でき、 走行レールの材質は自由に設定が可能である。  As for the running rails, basically, the dimensional span between the running rails is set to be constant, that is, substantially parallel. Curvature running rails also have different radii of curvature, but dimensional sub-bangs between running rails are installed at regular intervals. If the girder rail is a suspension type, it will be used as long as the conventional method of supporting the traveling rail if the beams of the structure installed on the ceiling surface have a load bearing capacity against the crane body, as in the past. It can be supported using a suspended member or the like. In addition, it is only necessary to increase the strength of the suspension members of the traveling rail or change the support intervals of the suspended members, depending on the suspension load of the hoist and the chain block. It can also be handled by selecting the cross-sectional shape of the running rail body, and the material of the running rail can be freely set.
ガーグ一レールが卜ップラン型の場合は、 支柱や走行レールは一般鋼材の H型 鋼や角パイプ等が使用でき、 天井を走行する簡易クレーンの基本的な構造フレー ムを構成していればよい。 この場合は、 土間コンクリートの支柱基礎部分の地耐 圧があれば、 ケミカルアンカ一等の打設により支柱を固定する方法が望ましい。 ガーダーレ一ルは、 その両端又は上部にシャフ卜を連結固定している構造であ ればよく、 このシャフ トはボル卜等で脱着できる機構を備える 3 ガーダ一レール の形状及び材質は、 従来使われているものでもよい。 If the gag rail is of the top-plan type, the pillars and running rails can use general steel H-beams or square pipes, etc., as long as they constitute the basic structural frame of a simple crane running on the ceiling . In this case, it is desirable to fix the columns by placing chemical anchors, etc., if the ground strength of the foundation portion of the concrete column is available. Gadare Ichiru may be Re structures der that connecting and fixing shafts Bok at both ends or top, the shape and material of the shafts metropolitan 3 girder one rail provided with a mechanism that can be desorbed Bol Bok, etc. are conventionally used It may be what is being done.
ガーグ一レールに沿って自由に横行移動する横行トロリ一に吊り下げ保持され た巻上げ、 巻下げ手段は、 ワイヤロープホイス卜、 チェーンブロック、 及び各種 搬送装置等の従来使用されているものに準ずる。  The hoisting and lowering means suspended and held by the traversing trolley, which freely moves along the gag rail, are the same as those conventionally used, such as a wire rope hoist, a chain block, and various transport devices.
現場足場パイプや建物軀体に取付け組み立てる本発明の小規模な簡易クレーン において、 基本的には、 直線走行レール相互間のスパンは一定間隔として設置さ れる。 そのレールに沿って、 ガーダ一レールは走行移動する。 ガーダ一レールが 保持している横行トロリーは、 ガーグ一レールに沿って横行移動する。 また、 横 行トロリーが保持するホイスト及びチェーンブロックは、 搬送物の巻上げ、 巻下 げを行なう。 この小規模な簡易クレーンの両走行トロリー部、 横行卜口リー部、 ¾び、 シャフ トを備えるガーダ一レールの機構部においては、 前述した天井走行 する簡易クレーンと基本的に同様の構成を有するため、 説明は省略する:. In the small-scale simple crane of the present invention which is attached to an on-site scaffold pipe or a building or the like and assembled, basically, the span between the straight running rails is set at a constant interval. The girder rail runs along the rail. The traversing trolley held by the girder rail moves in traverse along the girder rail. The hoist and chain block held by the traversing trolley lift and lower the conveyed goods. The traveling trolley section, the traversing port section of this small simple crane, The mechanism of the girder rail equipped with the eaves and the shaft has basically the same configuration as that of the above-described overhead traveling simple crane, and therefore the description is omitted.
上記小規模な簡易クレーンにおいて、 使用条件に合わせて、 シフ トアブツーバ —ュニッ トを加えることができるつ また、 横行トロリーは、 横行ローラ一を保持 する機構も使用できるが、 無給油軸受機構を備えることも可能である この場合、 ガーダ—レールの断面形状は、 丸棒、 丸パイプを使用する 無給油軸受璣構を備 えた横行トロリ一は、 ガーダーレ一ルを軸として包みこむ形で、 限定された横行 移動範囲を移動する。 機構として、 往復運動機能と揺動運動機能を有する- 無給 油軸受機構を含めた横行トロリーは、 使用環境に応じて大きさ、 仕様を自由に変 更でき、 防塵手段としてシールド機構を有することも特徴の 1つである: この場 合、 ガ一ダ一レールの横行移動範囲を限定して、 ハードクロムメツキ処理された 丸棒、 丸パイプを使用することが好ましいつ  In the above-mentioned small simple crane, it is possible to add a shift-ab-to-unit according to the operating conditions.Also, the traversing trolley can use a mechanism that holds the traversing roller, but it must have an oil-free bearing mechanism. In this case, the cross-sectional shape of the girder rail is limited in that the traversing trolley equipped with a non-lubricated bearing structure using round bars and round pipes is wrapped around the girder rail. Traverse Move the moving range. As a mechanism, it has a reciprocating motion function and an oscillating motion function-The traversing trolley including the oil-free bearing mechanism can be freely changed in size and specifications according to the use environment, and may have a shield mechanism as dustproof means One of the features: In this case, it is preferable to use hard chrome plated round bars and round pipes to limit the traversing range of the girder rail.
足場パイプに取付ける小規模な簡易クレーンの場合も基本的な構成は天井走行 する簡易クレーンと同様である。 この簡易クレーンの場合は、 レールヒンジ抜き 差しピンによって走行レールが折りたためる機構を備える。 この場合、 走行レー ル折り曲げ方向は、 レールジョイントヒンジ抜き差しピンの操作によりレールジ ョイン卜ヒンジを軸とし走行レールに対して内側水平方向へ折り曲がる機構を備 える。 また、 足場の奥行寸法が大きい場合には、 走行レールを延長して対応する ことができる。 一対の走行レールは、 直交型の固定金具により、 4点支持で、 足 場パイプに保持する機構を有する。 この固定金具は移動自在であるため、 足場バ ィプ寸法に合わせて自由に移動し固定することができる機構を備え、 足場パイプ の寸法の差に対応して、 走行レ一ルを支持する方仗は自由に長さ調節が無段階に できるという機構を備えている。 この方杖取付角度は、 走行レールに対して約 4 5 ° の角度設定が望ましい。  The basic configuration of a small-scale simple crane attached to a scaffold pipe is the same as that of a simple crane that runs overhead. In the case of this simple crane, a mechanism is provided that allows the traveling rail to be folded by a rail hinge removal / insertion pin. In this case, a mechanism for bending the running rail inward and horizontally with respect to the running rail with the rail joint hinge as an axis by operating a rail joint hinge removing / inserting pin is provided. If the depth of the scaffold is large, the running rail can be extended to handle it. The pair of running rails has a mechanism to hold it to the scaffold pipe at four points with orthogonal fixing brackets. Since this fixture is movable, it is equipped with a mechanism that can be freely moved and fixed according to the scaffolding pipe dimensions, and supports the running rail according to the difference in the dimensions of the scaffold pipe. Jo has a mechanism that allows the user to freely adjust the length. It is desirable to set the angle of this brace at about 45 ° to the running rail.
しかも、 走行レールそのものは、 現場の状況に合わせて延長することが可能で あり、 方杖等の支持部材も追加することも必要に応じて行なうことができる。 こ の種の機動性を有することも本発明の特徴の 1つである。 更にこの足場パイプに 対する取付組立て工程はすべて人手によって行うことができる。  Moreover, the running rail itself can be extended in accordance with the situation at the site, and a supporting member such as a stick can be added as needed. Having this kind of mobility is also one of the features of the present invention. Furthermore, all the steps of mounting and assembling the scaffold pipe can be performed manually.
また走行レールのレール開き勝手は、 外部での長期使用のため、 またローラー 等の保護のために下向きが好ましい。 In addition, the rail opening of the traveling rail is easy to use for long-term external use. It is preferable to face downward for protection.
走行レールを含めた本体フレームは、 亜鉛溶融メツキ処理やステンレス材を用 いて形成することが望ましい:  The body frame, including the running rails, should preferably be formed using zinc melting and stainless steel:
建物軀体に取付け組立てる場合の小規模な簡易クレーンは、 天井走行する簡易 クレーンと基本的に同様の構成を備える.: 更に、 走行レールは、 レールジョイン 卜ヒンジによって三分割に折りたためる機構を備え、 一対の走行レールを支持す る 2本の支柱が伸縮できる機構、 及びその支柱の伸縮に合わせて、 走行レールを 支持する方杖が自由に長さを無段階に調節できる機構を備える この簡易クレー ンの支柱を建物軀体に固定することのできる支柱固定フレームは、 壁厚や壁の形 状に対応できる機構を備える: また、 工具を一切使用しないで本体を組立てるこ とができるように、 にぎり締め付けボルトを具備している。 また、 本体フレーム は、 折りたたみ後の収納及び可搬するためにアルミ材を使用することが好ましいつ 発明の開示  A small-scale simple crane for mounting and assembling on a building has basically the same configuration as a simple overhead traveling crane.In addition, the traveling rail has a mechanism that can be folded into three parts by rail joint hinges. A mechanism that allows two columns supporting the pair of traveling rails to extend and retract, and a mechanism that allows the walking rail supporting staff to freely adjust the length according to the extension and contraction of the columns. The column fixing frame, which can fix the crane column to the building, has a mechanism that can adapt to the wall thickness and the shape of the wall. Also, the frame can be assembled without using any tools. It has a bolt for tightening. In addition, it is preferable that the main body frame is made of an aluminum material for storage and transport after folding.
本発明の構成は以下に示す通りである。 即ち、 走行レール ( 1, 1 a, l b) とほぼ直角に交わったガーダーレール (4) 、 両走行トロリー (7, 8) に保 持され、 前記走行レール ( 1 , 1 a, l b) に沿って走行移動し、 前記ガーダー レール (4) に搭載された横行トロリー (9) は、 ホイスト及びチェーンブロッ ク (1 6) を吊り下げ、 前記ガーダーレ一ル (4 ) に沿って横行移動する天井走 行する簡易クレーンにおいて、  The configuration of the present invention is as described below. That is, the girder rail (4), which intersects the traveling rail (1, 1a, lb) almost at right angles, is held by both traveling trolleys (7, 8), and runs along the traveling rail (1, 1a, lb). The traveling trolley (9) mounted on the girder rail (4) suspends the hoist and the chain block (16), and moves overhead along the girder rail (4). A simple crane to run
前記両走行卜口リー (7, 8) と前記ガーダーレール (4) の連結部の保持機 構において、  In the holding mechanism of the connecting portion between the two traveling doors (7, 8) and the girder rail (4),
(ィ) 前記ガ一ダーレール (4) は連結固定されたシャフ ト (5, 6) を有し、 (口) 前記両走行トロリー (7, 8) の保持している片方の球面軸受 (1 0) は、 半球状軌跡の中での定立体角度の範囲での軸受機能を有し、 他方の球面軸受 (1 1 ) は半球状軌跡の中での定立体角度の範囲での軸受機能及び定立体角度で のシフト機能を備えることを特徴とする簡易クレーン (第 1図乃至第 1 0図) と しての構成を有する。  (A) The guide rail (4) has shafts (5, 6) connected and fixed, and (mouth) one spherical bearing (10) held by the two traveling trolleys (7, 8). ) Has a bearing function within a constant solid angle within a hemispherical locus, while the spherical bearing (11) has a bearing function and constant within a constant solid angle within a hemispherical locus. It has a configuration as a simple crane (FIGS. 1 to 10) characterized by having a shift function at a solid angle.
或いはまた、 片側の走行トロリー (7) は、 保持するシフ ト機能を備えた球面 軸受 ( 1 0) 機構部と前記ガーダーレール (4 ) に連結固定された前記シャフ卜 (5) の先端に取付けされたシャフ トへッ ド (3 3 ) との間にコイルバネ (3 0, 3 0 a, 3 0 b) を配置し、 前記コイルバネ ( 3 0 , 3 0 a, 3 0 b ) の伸縮に よって、 前記球面軸受 ( 1 0) のシャフ ト (5 ) 上のシフ ト運動を緩和吸収する シフトァブソーバーュニッ ト ( 1 2 ) を備えたことを特徴とする簡易クレーン ( 第 1図乃至第 1 0図) としての構成を有する。 Alternatively, one of the traveling trolleys (7) has a spherical surface with a shifting function to hold it. A coil spring (30, 3) is mounted between a bearing (10) mechanism and a shaft head (33) attached to the tip of the shaft (5) connected and fixed to the girder rail (4). 0a, 30b) are arranged, and the expansion and contraction of the coil springs (30, 30a, 30b) reduces the shift motion on the shaft (5) of the spherical bearing (10). It has a configuration as a simple crane (FIGS. 1 to 10), which is provided with a shift-absorber unit (12) for absorbing.
或いはまた、 走行レール (3, 3 e, 3 f , 3 g) とほぼ直角に交わったガ一 ダ一レール (4) 力、 両走行トロリー (7, 8 ) に保持され、 前記走行レール ( 3, 3 e, 3 f , 3 g) に沿って走行移動し、 前記ガーダーレ—ル (4) に搭載 された横行トロリー (9) は、 ホイスト及びチェーンブロック ( 1 6) を吊り下 げ、 前記ガーダ一レール (4 ) に洽つて横行移動する簡易クレーンにおいて、 前記両走行トロリ一 ( 7 , 8 ) と前記ガーダ一レール ( 4 ) の連結部の保持機 feにあ(/、ご、  Alternatively, the guide rail (4) which intersects the traveling rail (3, 3 e, 3 f, 3 g) at a substantially right angle is held by both traveling trolleys (7, 8). , 3e, 3f, 3g), the trolley (9) mounted on the girder rail (4) suspends the hoist and the chain block (16), and In a simple crane which traverses along one rail (4), a holding machine fe of a connecting portion between the traveling trolleys (7, 8) and the girder rail (4) has (/,,
(ィ) 前記ガーダ一レール (4) は連結固定されたシャフ ト (5, 6) を有し、 (口) 前記両走行トロリー (7, 8 ) の保持している片方の球面軸受 ( 1 0) は半球状軌跡の中での定立体角度の範囲での軸受機能を有し、 他方の球面軸受 ( 1 1) は、 半球状軌跡の中での定立体角度の範囲での軸受機能及び定立体角度で のシフト機能を備え、  (A) The girder rail (4) has shafts (5, 6) connected and fixed, and (mouth) one of the spherical bearings (10) held by the two traveling trolleys (7, 8). ) Has a bearing function within a constant solid angle within a hemispherical trajectory, while the spherical bearing (11) has a bearing function and constant within a constant solid angle within a hemispherical trajectory. With a shift function at a solid angle,
片側の走行トロリー (7) は、 保持するシフ ト機能を備えた球面軸受 ( 1 0) 機構部と前記ガーダーレ一ル (4) に連結固定された前記シャフ ト (5) の先端 に取付けされたシャフ トへッ ド (3 3) との間に、 コイルバネ (3 0, 3 0 a, 3 0 b) を配置し、 前記コイルバネ ( 3 0, 3 0 a, 3 O b) の伸縮によって、 前記球面軸受 ( 1 0) のシャフ ト (5) 上のシフ ト運動を緩和吸収するシフトァ ブソーバーュニッ ト ( 1 2 ) を備え、  The traveling trolley (7) on one side is attached to the tip of the spherical bearing (10) having a shift function for holding and the tip of the shaft (5) fixedly connected to the mechanism and the girder rail (4). A coil spring (30, 30a, 30b) is arranged between the shaft head (33) and the coil spring (30, 30a, 30B). A shift-absorber unit (12) is provided to absorb and absorb the shift motion on the shaft (5) of the spherical bearing (10).
更に建物軀体装着の場合において、 前記走行レール (3, 3 e, 3 f , 3 g) は折りたたみ式走行レールであり、 伸縮調整機構付支柱 ( 1 0 0, 1 0 1 ) 及び 伸縮調整機構付方杖 ( 1 0 2, 1 0 3 ) を有することを特徴とする簡易クレーン (第〖 6図乃至第 1 8図) としての構成を有する。  Further, in the case of mounting on a building, the traveling rail (3, 3e, 3f, 3g) is a folding traveling rail, and a column (100, 101) with a telescopic adjustment mechanism and a telescopic adjustment mechanism. It has a configuration as a simple crane (FIGS. 6 to 18) having a cane (102, 103).
或いはまた、 走行レール (2, 2 c 2 d) とほぼ直角に交わったガーダーレ —ル ( 4 ) が、 2つの走行トロリー (7 , 8 ) に保持され、 前記走行レール ( 2 ,Alternatively, a girder crossing the running rail (2, 2 c 2 d) at a right angle ル (4) is held by two traveling trolleys (7, 8), and the traveling rails (2,
2 c, 2 d) に沿って走行移動し、 前記ガーグ一レール (4 ) に搭載された横行 トロリ一 ( 9 ) は、 ホイス卜及びチェーンプロック ( 1 6 ) を吊り下げ、 前記ガ ーダ一レール (4 ) に沿って横行移動する簡易クレーンにおいて、 2c, 2d), and the traversing trolley (9) mounted on the garg rail (4) hangs a hoist and a chain block (16). In a simple crane traversing along the rail (4),
前記両走行トロリー (7, 8 ) と前記ガ一ダ一レール (4 ) の連結部の保持機 構において、  In a mechanism for holding a connecting portion between the traveling trolleys (7, 8) and the girder rails (4),
(ィ) 前記ガーダ一レール (4 ) は連結固定されたシャフ ト ( 5, 6 ) を有し、 (口) 前記両走行トロリー (了, 8 ) の保持している片方の球面軸受 ( 1 0 ) は半球状軌跡の中での定立体角度の範囲での軸受機能を有し、 他方の球面軸受 ( (A) The girder rail (4) has a shaft (5, 6) fixedly connected thereto, and (mouth) one spherical bearing (10) held by the two traveling trolleys (ends, 8). ) Has a bearing function within a constant solid angle range in a hemispherical locus, and the other spherical bearing (
1 1 ) は半球状軌跡の中での定立体角度の範囲での軸受機能及び定立体角度での シフ ト機能を備え、 1 1) has a bearing function within a constant solid angle range in a hemispherical locus and a shift function at a constant solid angle,
片側の走行トロリー (7 ) は、 保持するシフ ト機能を備えた球面軸受 ( 1 0 ) 機構部と前記ガーグ一レール (4 ) に連結固定された前記シャフ ト (5 ) の先端 に取付けされたシャフ トへッ ド (3 3) との間にコイルバネ ( 3 0. 3 0 a, 3 0 b) を配置し、 前記コイルバネ (3 0 , 3 0 a, 3 0 b ) の伸縮によって、 前 記球面軸受 ( 1 0) の前記シャフ ト (5 ) 上のシフ ト運動を緩和吸収するシフ ト ァブソーバーュニッ ト (1 2 ) を備え、  The traveling trolley (7) on one side is attached to the tip of the shaft (5), which is connected and fixed to a spherical bearing (10) mechanism having a shift function to hold and a gag rail (4). A coil spring (30.30a, 30b) is arranged between the shaft head (33) and the above-mentioned coil spring (30, 30a, 30b). A shift-absorber unit (12) for relaxing and absorbing shift motion on the shaft (5) of the spherical bearing (10);
前記走行レール (2 , 2 c, 2 d) は折りたたみ式走行レールであり、 更に足場装着の場合において、 被取付構造体の一部である足場パイプ ( 1 0 8 ) 及び伸縮調整機構付方杖 ( 1 0 2, 1 0 3 ) を有することを特徴とする簡易ク レーン (第 1 1図乃至第 1 5図) としての構成を有する  The running rails (2, 2c, 2d) are foldable running rails, and further, when mounted on a scaffold, a scaffold pipe (108) which is a part of a structure to be mounted, and a cane with a telescopic adjustment mechanism (102, 103) having a configuration as a simple crane (FIGS. 11 to 15).
或いはまた、 前記走行レール ( 1, 1 a, l b, 2 , 2 c, 2 d, 3 , 3 e, Alternatively, the running rail (1, 1a, lb, 2, 2c, 2d, 3, 3e,
3 f , 3 g) は曲率半径の異なる走行レールであることを特徴とする簡易クレー ン (第 1図乃至第 1 8図) としての構成を有する。 3f, 3g) are running rails having different radii of curvature, and have a configuration as a simple crane (FIGS. 1 to 18).
天井走行する簡易クレーンにおいて、 搬送物を任意の位置へスムーズに移動す るためには、 両走行トロリー及び横行トロリー本体が保持するローラ一は、 それ ぞれのレールの接地面に対して常に良好な状態になつていればよい。 両走行卜口 リーの有する球面軸受の基本動作は以下の通りである。 即ち、 直線走行レール相 互間のスパン、 高低差、 倒れ、 或いは設置基準値を越えた勾配等の不整合個所を ガーダーレールが、 走行レールに沿って移動する場合、 両走行卜口リーとガーダ —レールのそれぞれの連結部周辺に、 主として、 引張、 圧縮、 上下左右のねじれ 等による外力が加わる: 両走行トロリーを有する球面軸受は、 ガ一ダーレ一ルに 連結固定されたシャフ トを定立体角度内で、 上下、 左右方向に動作可能にすると 同時に、 球面軸受か保持するシャフ ト支点を、 ガーダーレ一ル長手方向に対して 任意の交差角度で移動させる。 また、 ガーグ一レールに連結固定されたシャフ ト は揺動運動をする。 この動きによって、 両走行トロリーとガーダーレールの連結 部周辺に加わる外力が吸収され、 有効運動に変えることで、 内部応力の発生をお さえる。 結果として、 両走行トロリーに保持されたローラ一は安定した滑りを提 供することができる。 In a simple overhead traveling crane, the rollers held by both traveling trolleys and the traversing trolley body are always good against the ground contact surface of each rail in order to smoothly move the conveyed goods to any position. What is necessary is just to be in a state. The basic operation of the spherical bearings of the two running gears is as follows. In other words, mismatch points such as spans between the straight running rails, height differences, falls, or slopes that exceed the installation standard value. When the girder rail moves along the traveling rail, external forces mainly due to tension, compression, up, down, left and right torsion are applied around the connecting parts of both the traveling door and the girder rail. The spherical bearing has a shaft connected and fixed to the girder rail, which can be operated vertically and horizontally within a constant solid angle, and at the same time, the shaft fulcrum to be held by the spherical bearing and the girder rail longitudinal direction. Move at an arbitrary intersection angle with respect to. In addition, the shaft connected and fixed to the gag rail makes a swinging motion. This movement absorbs the external force applied around the connection between the two traveling trolleys and the girder rail, and reduces internal stress by converting the movement into effective movement. As a result, the rollers held by both traveling trolleys can provide stable sliding.
また、 ガーダーレールの製作上発生する不整合に対しても、 両球面軸受は同様 の動作によって有効に機能する。 従って、 ガ一ダーレ一ルに沿って横行移動する 横行トロリーが保持するローラーも安定した滑りを提供する。  In addition, the two spherical bearings function effectively by the same operation against misalignment that occurs in the manufacture of the girder rail. Thus, the rollers held by the traversing trolley, which traverses along the girder rail, also provide stable sliding.
上述したように、 両走行トロリーが保持するローラ一、 及び横行卜口リーが保 持するローラーが常に安定した転がりを提供するので、 走行、 横行の移動の組合 わせによる搬送物の円軌道上の移動及び任意の位置への移動がスムーズであると 同時に、 上下運動をも加えて、 理想的な搬送物の移動が実現できる。  As described above, the rollers held by both traveling trolleys and the rollers held by the traversing trolley always provide stable rolling. The ideal movement of the conveyed object can be realized by adding up and down movements at the same time as the movement and the movement to any position are smooth.
次に曲線状走行レールにおいて天井走行する簡易クレーンの動作を説明するコ 走行レールとガーダーレ一ルの連結部周辺に、 交差角度の変化に伴う主要な外力 としての引張に対して、 シフ卜機能を有する球面軸受の作用によってガーダーレ ールに連結固定されたシャフト支点を移動させて外力を緩和吸収する。 この場合 も、 曲線状走行レールの不整合があり、 交差角度の変化に伴う主要な外力として の引張に対して定立体角度内の任意の角度方向ヘシャフト支点を移動することが できる。 このため、 走行トロリーが保持するローラ一に対して、 安定した転がり を提供することができる。  Next, we explain the operation of a simple crane that travels overhead on a curved traveling rail. A shift function is provided around the joint between the traveling rail and the girder rail against tension as a major external force due to changes in the intersection angle. Due to the action of the spherical bearing, the shaft fulcrum connected and fixed to the girder rail is moved to absorb and absorb external force. Also in this case, there is an inconsistency in the curved running rails, and the shaft fulcrum can be moved to an arbitrary angular direction within a constant solid angle with respect to tension as a main external force accompanying a change in the intersection angle. For this reason, stable rolling can be provided to the roller held by the traveling trolley.
この両走行卜口リ一が有する球面軸受機構によって、 走行レール等の複合的な 不整合のある状況下でも、 各トロリ一の保持する口一ラーの転がりが良好である こと、 及び、 ガーグ一レールが連結されたシャフ ト機構を備えることによって、 搬送物が床面から離れた時点で、 ガーダーレールを搬送物の真上にスムーズに追 従させることができる c その理由は以下の通りである。 即ち、 横行トロリーの搬 送物に対しての追従は、 搬送物の荷重が主であるため、 殆んど問題にはならない。 一方、 ガーダーレ一ルの搬送物に対しての追従は、 鋼構造物であるクレーンガー グーの荷重がかかっているため、 横行トロり一の搬送物の追従に比べて時間的な 遅れが生じやすい傾向にある。 この時点で、 もしも球面軸受機構がなく、 両走行 トロリーとガーダ一レール間の連結部周辺に種々の外力によって内部応力が発生 した場合には、 両走行トロリーのローラ一状態は、 スムーズには転がらないと同 時に、 追従機能そのものが失われる。 Due to the spherical bearing mechanism of the two running doors, the rolling of the trolleys held by each trolley can be improved even under the situation where there are multiple inconsistencies such as running rails. A girder rail can be smoothly placed directly above the conveyed object when the conveyed object is separated from the floor surface by providing a shaft-connected shaft mechanism. C The reasons are as follows. In other words, following the transported goods by the traversing trolley is hardly a problem because the load of the transported goods is mainly involved. On the other hand, when the girder rail follows the conveyed object, the load of the crane gargoo, which is a steel structure, is applied, so a time delay is more likely to occur than when the traversing trolley follows the conveyed object. There is a tendency. At this point, if there is no spherical bearing mechanism and various internal forces occur around the connection between the two traveling trolleys and the girder-rail, the rollers in both traveling trolleys will roll smoothly. Otherwise, the tracking function itself is lost.
搬送物が、 ガーグ一レールの真下にない場合において、 ホイスト等で搬送物を 斜めに吊り上げる時点で、 その反力によってガーダーレ—ルに連結されたシャフ トを中心軸としてガーダ一レールを傾ける。 この傾きによって発生する斜め荷重 に対する水平分力が、 ガーダーレ一ルを搬送物の真上に追従させる機構を高める ことになる。  When the conveyed object is not directly below the girder rail, when the conveyed object is lifted diagonally by a hoist or the like, the girder rail is tilted about the shaft connected to the girder rail by its reaction force as a central axis. The horizontal component force to the oblique load generated by this inclination enhances the mechanism that makes the girder rail follow directly above the conveyed object.
ガーグ一レールがシャフトをもつことによって、 また、 シャフ トを保持する球 面軸受を採用することによって、 ホイス卜等で吊り上げた搬送物の走行移動開始 時点や、 慣性力をも伴って走行移動している搬送物を停止させる場合においても、 手引力や手押力による反力によってガーダーレ一ルが確実に傾く。 その水平分力 の作用によって、 作業者の操作による起動力が軽減される。 また、 搬送物を任意 の位置へ移動することが容易になる。  The gag rail has a shaft, and the use of spherical bearings that hold the shaft makes it possible for the transported object, which is lifted by a hoist, to start moving and move with inertia. Even when stopping a conveyed object, the girder rail is securely tilted by the reaction force due to the pulling force or the pushing force. By the action of the horizontal component, the starting force due to the operator's operation is reduced. In addition, it is easy to move the conveyed goods to an arbitrary position.
球面軸受機構部とガーダ一レールに連結されたシャフト機構部は、 1つのュニ ッ トとして形成することができ、 トップラン型ゃサスペンション型のどちらの夕 イブにも利用できる。 部品点数が少ないため、 小型化が可能であり、 既存の天井 走行クレーンへの適用も可能である。  The spherical bearing mechanism and the shaft mechanism connected to the girder rail can be formed as one unit, and can be used for both top-run and suspension-type evenings. Since the number of parts is small, it can be downsized and can be applied to existing overhead traveling cranes.
本発明の簡易クレーンにおける片側球面軸受に備えたシフ 卜機構によって、 ガ —ダ一レールに連結固定されたシャフト支点を移動することができることは前述 した通りである。 この目的は、 不整合を有する走行レールや、 曲線状走行レール をクレーンガーダ一が走行移動する際に、 交差角度の発生に伴う引張という主要 な外力を吸収することが第 1である。 反対に、 このシャフトの支点移動寸法範囲 を変えることによつても交差角度が変わる。 ここに天井走行する簡易クレーンの 片側球面軸受に備えたシフ 卜機構の効率を更に確かなものにするためのシフ 卜ァ ブソーバーユニッ ト (シフ ト機能に伴う緩衝装置) を導入した。 このシフ トアブ ツーバーュニッ 卜の動作について、 第 6図を参照して実施例の説明において詳述 する。 As described above, the shaft fulcrum connected and fixed to the girder rail can be moved by the shift mechanism provided on the one-side spherical bearing in the simple crane of the present invention. The first purpose is to absorb a major external force called tension caused by the generation of an intersection angle when the crane girder travels on a traveling rail having an inconsistency or a curved traveling rail. Conversely, by changing the range of the fulcrum movement dimension of the shaft, the intersection angle also changes. Here is a simple crane that runs overhead A shift-absorber unit (a shock absorber associated with the shift function) was introduced to further ensure the efficiency of the shift mechanism provided on the one-side spherical bearing. The operation of this shift-ab-two-unit will be described in detail in the description of the embodiment with reference to FIG.
次に、 現場足場パイプに取付け組立てる小規模な簡易クレーンの動作を説明す る。 構造上、 取付相手の足場パイプに依存している面が大きい。 本発明の特徴は、 走行レールが基本的には 4点支持であること及び伸縮できる方杖が走行レールを 支持補強していることである。 従って、 足場パイプと一体構造になるため、 足場 パイプの各部において特に荷重負荷がかかった場合、 軸力を軽減し、 軸力による 損傷事故をおさえることができるという特徴がある。 同時に搬送物の巻上げ、 巻 下げ時点にお C、て発生する振動や揺れを抑制する作用もある。  Next, the operation of a small-scale simple crane that is attached to the on-site scaffold pipe will be described. Due to its structure, it largely depends on the scaffolding pipe of the mounting partner. The features of the present invention are that the running rail is basically a four-point support, and that an expandable and contractable brace supports and supports the running rail. Therefore, since it has an integral structure with the scaffold pipe, it is characterized in that when a load is applied to each part of the scaffold pipe, the axial force can be reduced and damage caused by the axial force can be suppressed. At the same time, it has the effect of suppressing the vibration and shaking that occurs at the time of lifting and lowering the conveyed material.
また、 走行レールが内側水平方向に折り曲がる機構を備えることによって、 簡 易クレーン本体取付後に、 外壁の仕上げ状況等により、 走行レールを折りたたみ 収納する場合、 建物内部の天井や軒先等が障害となりにくい。 走行レールが折り たためるという特徴は、 簡易クレーン本体の搬送、 搬出、 取付時点及び移動組立 の面でも操作性が良好である。  In addition, by providing a mechanism that allows the running rail to bend horizontally in the horizontal direction, the ceiling and eaves inside the building are unlikely to become obstacles when the running rail is folded and stored due to the finishing condition of the outer wall, etc. . The feature that the traveling rail is collapsible makes it easy to operate in terms of transporting, unloading, mounting and moving and assembling the simple crane body.
足場外部の搬送物を吊り上げて足場上に搬送物を仮置きせざるを得ないトラッ ククレーン等による搬送手段と比べて、 本発明の足場パイプに取付け組立る小規 摸な簡易クレーンの優れた特徴は、 建物内部まで搬送物を引き込めるということ である。 トラッククレーン等の車輛は、 現場スペースの問題や、 外部の地盤が不 安定な状態では、 車輛そのものが規制を受けることになる。 本発明の簡易クレー ンにおいては、 本体を足場に取付け固定するため、 上記の問題に関係なく作業効 率を上げることができる。  The superior features of the small simple crane attached and assembled to the scaffold pipe of the present invention, as compared to the transport means using a truck crane or the like, which has to lift the transported object outside the scaffold and temporarily place the transported object on the scaffold. Means that the goods can be drawn into the building. Vehicles, such as truck cranes, are subject to restrictions on the site due to space issues and unstable external ground conditions. In the simple crane of the present invention, since the main body is mounted and fixed on the scaffold, the working efficiency can be improved irrespective of the above-mentioned problems.
本発明の建物軀体に取付け組立てる小規模な簡易クレーンにおいて、 例えば、 設置予定場所の床に高低差がある場合や取付軀体上部に高低差がある場合におい ても、 伸縮機構を有する 2本の支柱の作用によって高低差の調整をすることがで きる。 従って、 走行レールの平衡度を保持したセッティ ングが可能となる。 また、 それぞれの支柱の長さに合わせて方杖の長さの調整機能を働かせ、 走行レールに かかる荷重負担を軽減することができる。 更に、 走行レールは、 三分割に折りた たむことができるので、 設置場所の内部奥行寸法の面で規制のある場合において も充分に適用することが容易である。 In the case of the small-sized simple crane to be mounted and assembled on the building body of the present invention, for example, even if the floor at the installation site has a height difference or the mounting body has a height difference, two The height difference can be adjusted by the action of the strut. Therefore, it is possible to perform setting while maintaining the balance of the running rail. In addition, the function of adjusting the length of the brace in accordance with the length of each strut can be used to reduce the load on the running rail. In addition, the running rail is folded into three parts Because it can be folded, it is easy to apply sufficiently even when there are restrictions on the internal depth of the installation location.
支柱、 走行レール、 方杖が伸縮、 または折りたためることから、 収納時点では 非常にコンパク 卜な寸法になる。 従って、 簡易クレーン本体の搬入、 搬出が格別 に容易になる c 特に携帯が可能であるということは、 この種の作業に極端なまで の機動性を高めることになり、 利用範囲が拡大する。 また、 にぎり締め付ボルト を使用しているため、 組立取付けにおいて、 一切の工具を使用しないで迅速な作 業ができる。  The columns, running rails, and bracelets expand and contract or fold, making them very compact when stored. Therefore, the loading and unloading of the simple crane body becomes extremely easy. C The fact that it is especially portable allows for extremely high mobility for this type of work, and the range of use is expanded. In addition, since the bolts are used, quick work is possible without using any tools during assembly and installation.
本発明の簡易クレーンの本体は、 壁面に取付け固定するため、 従来のハシゴ式 のような中間部の支持個所が不要となり、 スぺ一スの有効利用の面でも効果的で ある ':■'  Since the main body of the simple crane of the present invention is mounted and fixed on the wall surface, there is no need for a support portion at the intermediate portion as in the conventional ladder type, which is effective in terms of effective use of space.
上記の現場足場パイプや建物軀体に取付ける本発明の小規模な簡易クレーンの 基本動作を以下に説明する。 両者とも人為的操作による取付け組立てによる方式 を有することから、 意識しないままに取付け上発生する走行レール等の不整合や、 現場足場パイプや建物軀体の曲がりに起因する走行レール及び本体の不整合は一 般に大きくなる。 この場合でも、 両走行トロリーが有する球面軸受によって走行 ローラ一は安定した状態を保持し、 ガーグ一レールのスム一ズな走行移動が実現 できる。 ここで、 走行レール等の不整合から発生する両走行トロリーとガーダー レール連結部周辺にかかる複合的外力を吸収するための動作説明は、 上記の天井 走行する簡易クレーンと同様であるため説明を省略する。  The basic operation of the small-scale simple crane according to the present invention, which is attached to the above-mentioned scaffold pipe or a building, will be described below. Since both of them have a method of mounting and assembling by manual operation, inconsistencies in the running rails etc. that occur during mounting without being aware, and inconsistencies in the running rails and the main body due to bending of the scaffold pipes on the site and the building 軀 body Generally increases. Even in this case, the traveling rollers are kept stable by the spherical bearings of both traveling trolleys, and a smooth traveling movement of the garg rail can be realized. Here, the description of the operation for absorbing the combined external force applied to the periphery of the connecting part between the traveling trolley and the girder rail generated due to the inconsistency of the traveling rails is the same as that for the above-mentioned overhead traveling simple crane, and therefore the description is omitted. I do.
本発明の小規模な簡易クレーンの横行卜ロリ一の機構部において無給油軸受を 使用した場合には、 横行トロリ一に対して水平方向の力をかけた時の横行方向の 動きはスムーズであるが、 力の方向によっては応答性が鈍くなる。  When an oil-free bearing is used in the mechanism of the traverse trolley of the small-sized simple crane of the present invention, the movement in the traverse direction when a horizontal force is applied to the traverse trolley is smooth. However, the response becomes slow depending on the direction of the force.
この特性を上記の簡易クレーンに採用することによって、 不整合を有する走行 レールの中の一対の走行レール間のレベル高低差の極端な違いに対して、 横行ト 口リーの極端な横滑りがなく、 結果として搬送物を大きく揺らすことがなく、 ガ 一ダーレ一ルの安全かつスムーズな走行移動が実現できる。 また、 横行トロリー の全体が、 揺動機能を有するため、 ガーグ一レールに連結されたシャフ トと横行 トロリー本体の揺動運動が可能となる。 このことは、 搬送物を吊り上げる際の搬 送物に対するガーグ一レールの追従機能を高める 同時に、 搬送物の移動開始時 点や移動停止時点における作業者の手押力や手引力の作用によって、 ガーダーレ ールを軸として横行卜口リ一が確実に揺動し、 搬送物の斜め荷重に対する水平分 力の発生に伴い、 搬送物の走行移動する場合の人為操作力の軽減に効果を上げる。 本発明の小規模な簡易クレーンにおいてもこのような両走行卜口リーの備える 球面軸受機構や、 横行トロリ一の備える無給油軸受機構を採用することによって、 搬送物の安全な巻上げ、 巻下げができると同時に、 搬送物をスムーズに建物内部 へ引込移動が可能になる。 図面の簡単な説明 By adopting this characteristic in the above-mentioned simple crane, there is no extreme skidding of the traversing trolley against the extreme difference in level difference between a pair of running rails among the running rails with misalignment, As a result, it is possible to realize a safe and smooth traveling movement without any large shaking of the conveyed goods. In addition, since the entire traversing trolley has a swinging function, the swinging movement of the shaft connected to the gag rail and the trolley body becomes possible. This means that when lifting the conveyed goods, Improve the function of the gag rail to follow the conveyed goods.At the same time, when the movement of the conveyed goods starts and stops, the operator's hand pushing and pulling forces cause the traversing mouth to move around the girder rail. It swings reliably, and is effective in reducing the manual operation force when the conveyed object travels due to the generation of a horizontal component against the oblique load of the conveyed object. Even in the small-sized simple crane of the present invention, the use of the spherical bearing mechanism provided with the two traveling openings and the oil-free bearing mechanism provided with the traversing trolley enables the safe lifting and lowering of the conveyed object. At the same time, the transported goods can be smoothly pulled into the building and moved. BRIEF DESCRIPTION OF THE FIGURES
第 1図は、 本発明の天井走行する簡易クレーンが、 直線, 曲線状走行レールを 走行移動する様子を示す模式的平面図である  FIG. 1 is a schematic plan view showing how a simple overhead traveling crane of the present invention travels on straight or curved traveling rails.
第 2図は、 走行トロリー (A ) の機構部を示す周辺模式的断面構造図である。 第 3図は、 第 2図の A— A ' 線に沿う走行トロリー (A ) の機構部を示す周辺 摸式的断面構造図である。  FIG. 2 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A). FIG. 3 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A) along the line AA ′ in FIG.
第 4図は、 走行トロリー (B ) の機構部を示す周辺模式的断面構造図である。 第 5図は、 第 4図の A— A ' 線に沿う走行トロリー (B ) の機構部を示す周辺 模式的断面構造図である。  FIG. 4 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B). FIG. 5 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B) along the line AA ′ in FIG.
第 6図は、 シフ トァブソーバ一ュニッ 卜の周辺模式的断面構造図である: 第 7図は、 サスペンション型の天井走行する簡易クレーンの模式的断面構造図 である。  Fig. 6 is a schematic cross-sectional structure diagram of the periphery of the shift sorber unit. Fig. 7 is a schematic cross-sectional structure diagram of a suspension type overhead traveling crane.
第 8図は、 オーバーハングを持つサスペンション型の天井走行する簡易クレー ンの模式的断面構造図である。  FIG. 8 is a schematic cross-sectional structural view of a suspension-type simple crane having an overhang and traveling overhead.
第 9図は、 トッブラン型の天井走行する簡易クレーンの模式的断面構造図であ 第 1 0図は、 丸パイプのガーダーレ一ルを使用し、 横行トロリーにホイス卜を 吊り下げた様子を示す模式的断面構造図である。  Fig. 9 is a schematic cross-sectional structural diagram of a simple Toblan-type overhead traveling crane. Fig. 10 is a schematic diagram showing a round trolley with a hoist suspended from a circular pipe girder rail. FIG.
第 1 1図は、 現場足場パイプに組立て取付けた小規模な簡易クレーンの模式的 正面図である。 第 1 2図は、 現場足場パイプに組立て取付けた小規模な簡易クレーンの模式的 立面図である Fig. 11 is a schematic front view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe. Fig. 12 is a schematic elevation view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
第 1 3図は、 現場足場パイプに組立て取付けた小規模な簡易クレーンの模式的 平面図である  Fig. 13 is a schematic plan view of a small-scale simple crane assembled and attached to the on-site scaffolding pipe.
第 1 4図は、 現場足場パイブに組立て取付けた小規模な簡易クレーンの走行レ Fig. 14 shows the traveling level of a small simple crane assembled and mounted on the on-site scaffolding pipe.
-ルの折り曲げ状況を示す模式的平面図である。 It is a schematic plan view which shows the bending situation of a-rule.
第 1 5図は、 第 1 4図の A— A ' 線に沿う模式的断面構造図である。  FIG. 15 is a schematic sectional structural view taken along line AA ′ of FIG.
第 1 6図は、 建物軀体に設置組立てた小規模な簡易クレーンの模式的正面図で ある。  FIG. 16 is a schematic front view of a small-scale simple crane installed and assembled in a building.
第 i 7図は、 建物軀体に設置組立てた小規模な簡易クレーンの模式的立面図で ある。  FIG. I7 is a schematic elevation view of a small-scale simple crane installed and assembled in a building.
第 1 8図は、 建物軀体に設置組立てた小規模な簡易クレーンを分解し、 折りた たみ操作を行った後の本体フレームの模式的立面図である。 発明を実施するための最良の形態  FIG. 18 is a schematic elevation view of the main body frame after disassembling and folding the small-scale simple crane installed and assembled on the building body. BEST MODE FOR CARRYING OUT THE INVENTION
(実施例 1 )  (Example 1)
本発明の天井走行する簡易クレーンについて説明する。 第 1図は本発明の天井 走行する簡易クレーンが、 直線, 曲線状走行レールを走行移動する様子を示す模 式的平面図である。 第 1図において、 1 aは直線走行レール、 1 bは曲線状走行 レール、 4はガ一ダーレール、 7は走行トロリ一 (A ) 、 8は走行トロリー (B ) 、 9は横行トロリー、 4 7は障害物を示す。 第 1図に示すように、 略平行に設 置された直線走行レール 1 a及び曲線状走行レール 1 b上を両走行トロリー (A ) 7 , ( B ) 8に保持されたガーダ一レール 4が走行移動する。 ガ一ダーレ一ル 4に沿って、 横行トロリ一 9が横行移動する。 この場合、 工場などで、 機械ゃ設 備等の障害物 4 7があり、 障害物 4 7を避けるために走行レールの直線走行レー ル 1 aと曲線状走行レール 1 bの組合わせとなっている。  The overhead traveling simple crane of the present invention will be described. FIG. 1 is a schematic plan view showing how a simple crane traveling on a ceiling according to the present invention travels on straight or curved traveling rails. In FIG. 1, 1a is a straight traveling rail, 1b is a curved traveling rail, 4 is a gutter rail, 7 is a traveling trolley (A), 8 is a traveling trolley (B), 9 is a traversing trolley, 4 7 Indicates an obstacle. As shown in FIG. 1, the girder rails 4 held by the traveling trolleys (A) 7 and (B) 8 on the linear traveling rail 1 a and the curved traveling rail 1 b installed substantially in parallel. Travel and move. Along trolley 4, traversing trolley 9 traverses. In this case, there is an obstacle 47 such as a machine or equipment in a factory or the like, and in order to avoid the obstacle 47, a combination of the straight running rail 1a and the curved running rail 1b of the running rail is used. I have.
第 2図は、 走行トロリー (A ) の機構部を示す周辺模式的断面構造図である。 また、 第 3図は、 第 2図の A— A ' 線に沿う走行トロリー (A ) の機構部を示す 周辺模式的断面構造図である。 第 2図, 第 3図において、 1は走行レール、 4は ガーダ—レール、 5はシャフ ト (A) 、 7は走行卜口リー (A) 、 1 0は球面軸 受 (A) 、 1 3は走行ローラ一、 2 1はシャフト取付板、 2 2はシャフト取付板 固定ボルト、 2 3はシャフ ト抜け止め金具、 2 4はシャフ ト抜け止め金具固定ボ ルト、 2 5はローラ一支持金具、 2 6は球面軸受ハウジング (A) を示すつ シフ ト機構を持った球面軸受 (A) 1 Qと、 球面軸受ハウジング (A) 2 6と、 走行 ローラー 1 3と、 ローラ一支持金具 2 5の 4つの部品の集合体によって、 走行卜 ロリ一 (A) 7が構成されている。 ガーグ一レール 4に連結されたシャフ ト (A ) 5は、 この走行卜ロリ一 (A) 7が備える球面軸受 (A) 1 0によって保持さ れる。 FIG. 2 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A). FIG. 3 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (A) along the line AA ′ in FIG. In Figs. 2 and 3, 1 is the running rail, and 4 is Girder rails, 5 is a shaft (A), 7 is a runway (A), 10 is a spherical bearing (A), 13 is a runner roller, 21 is a shaft mounting plate, and 2 is a shaft. Mounting plate fixing bolts, 23 is a shaft retaining bracket, 24 is a shaft retaining bracket fixing bolt, 25 is a roller-one support bracket, and 26 is a spherical bearing housing (A). The spherical bearing (A) 1 Q, the spherical bearing housing (A) 26, the traveling roller 13 and the roller-supporting bracket 25 make up a running part (A) 7 Is configured. The shaft (A) 5 connected to the gag rail 4 is held by the spherical bearing (A) 10 provided in the traveling trolley (A) 7.
第 4図は走行トロリー (B) の機構部を示す周辺模式的断面構造図である。 ま た、 第 5図は第 4図の A— A ' 線に沿う走行トロリー (B) の機構部を示す周辺 模式的断面構造図である。 第 4図, 第 5図において、 1は走行レール、 4はガー ダーレール、 6はシャフ卜 (B) 、 8は走行トロリ一 (B) 、 1 1は球面軸受 ( B) 、 1 3は走行口一ラー、 2 1はシャフ ト取付板、 2 2はシャフ ト取付板固定 ボルト、 2 5はローラ一支持金具、 2 7は球面軸受ハウジング (B) 、 3 3はシ ャフトへッ ドを示す。 支点としての球面軸受 (B) 1 1と、 球面軸受ハウジング FIG. 4 is a schematic cross-sectional structural view showing the mechanism of the traveling trolley (B). FIG. 5 is a schematic cross-sectional structure diagram showing the mechanism of the traveling trolley (B) along the line AA ′ in FIG. 4 and 5, 1 is a running rail, 4 is a girder rail, 6 is a shaft (B), 8 is a running trolley (B), 11 is a spherical bearing (B), and 13 is a running port. Reference numeral 21 denotes a shaft mounting plate, reference numeral 22 denotes a shaft mounting plate fixing bolt, reference numeral 25 denotes a roller-supporting bracket, reference numeral 27 denotes a spherical bearing housing (B), and reference numeral 33 denotes a shaft head. Spherical bearing as a fulcrum (B) 1 1 and spherical bearing housing
(B) 2 7と、 走行ローラ一 1 3と、 ローラ一支持金具 2 5の 4つの部品の集合 体によって、 走行トロリー (B) 8が構成される。 ガーダーレ一ル 4に連結され た球面状のシャフ トヘッ ド 3 3を有する構成に特徴がある。 シャフ ト (B) 6は、 走行トロリー (B) 8が備える球面軸受 (B) 1 1に保持される。 A traveling trolley (B) 8 is constituted by an assembly of four parts: (B) 27, traveling rollers 13, and roller-support bracket 25. It is characterized in that it has a spherical shaft head 33 connected to the girder rail 4. The shaft (B) 6 is held by a spherical bearing (B) 11 provided in the traveling trolley (B) 8.
第 6図は、 シフトァブソーバーュニッ 卜の周辺模式的断面構造図を示す。 第 6 図において、 1は走行レール、 4はガ一ダ一レール、 5はシャフ ト (A) 、 1 0 は球面軸受 (A) 、 1 3は走行ローラ一、 1 4はガイ ドロ一ラー、 2 1はシャフ ト取付板、 2 2はシャフ ト取付板固定ボルト、 2 5はローラー支持金具、 2 6は 球面軸受ハウジング (A) 、 2 8はシフ 卜アブソ一バ一ュニッ トハウジング、 3 0 a, 3 O bはコイルバネ、 3 1はコイルバネ取付板 (A) 、 3 2はコイルバネ 取付板 (B) 、 3 3はシャフトヘッ ド、 3 4はスライ ドボトム板、 3 5はリニア ベアリング、 3 7は固定ボル卜、 3 8はゴムバッファ、 4 0は空気孔を示す。 シ フトァブソーバーュニッ ト 1 2は、 球面軸受 (A) 1 0を保持する球面軸受ハウ ジング (A ) 2 6の側面と、 延長されたシャフ ト (A ) 5に連結固定されたシャ フトへッ ド 3 3の間にコイルバネ 3 0 aを介在させている。 直接的なコイルバネ 3 0 aの伸縮と、 コイルバネ 3 0 aの収容エリアの容積を変えない移動、 及び移 動後にコイルバネ 3 0 aの収容エリアの前部 (球面軸受ハウジング (A ) 2 6 ) の側面に突き当って後のコイルバネ 3 0 aの伸縮によって、 シフトアブソ一バー ユニッ ト 1 2の機能を実現している。 FIG. 6 is a schematic cross-sectional structural view of the periphery of the shift absorber unit. In Fig. 6, 1 is a running rail, 4 is a gutter rail, 5 is a shaft (A), 10 is a spherical bearing (A), 13 is a running roller, 14 is a guide roller, 21 1 is a shaft mounting plate, 22 is a bolt for fixing the shaft mounting plate, 25 is a roller support bracket, 26 is a spherical bearing housing (A), 28 is a shift absolute unit housing, 30 a, 3 Ob are coil springs, 31 is a coil spring mounting plate (A), 32 is a coil spring mounting plate (B), 33 is a shaft head, 34 is a slide bottom plate, 35 is a linear bearing, and 37 is a linear bearing. A fixed bolt, 38 indicates a rubber buffer, and 40 indicates an air hole. The shift sorber unit 12 is a spherical bearing housing that holds the spherical bearing (A) 10 A coil spring 30a is interposed between the side surface of the jing (A) 26 and the shaft head 33 connected and fixed to the extended shaft (A) 5. Direct expansion and contraction of the coil spring 30a, movement that does not change the volume of the housing area of the coil spring 30a, and movement of the front part of the housing area of the coil spring 30a (the spherical bearing housing (A) 26) after the movement The function of the shift absolute unit 12 is realized by the expansion and contraction of the coil spring 30a after hitting the side surface.
シフ卜アブソ一バーュニッ ト 1 2の機構の適用仕様は、 ガーダ一レール 4に連 結されたシャフ ト (A ) 5のシフ ト設定値、 シフ トアブソ一バーユニッ トハウジ ング 2 8内の分割されたエリア配分及びコイルバネ 3 0 aの仕様によって変化す る。 このため、 ガーダ一レール 4本体の動作形態も変化する。 この機構は、 球面 軸受 (A ) 1 0の側面に取付けられ、 共にュニッ ト機構として構成される c  The applicable specifications of the mechanism of the shift absolute burnit 12 and 12 are the shift set value of the shaft (A) 5 connected to the girder rail 4 and the divided area in the shift absolute unit housing 2 8 It varies depending on the distribution and the specifications of the coil spring 30a. For this reason, the operation form of the girder-rail 4 body also changes. This mechanism is mounted on the side surface of the spherical bearing (A) 10 and both are configured as unity.
ここで、 シフ トァブソーバーュニッ ト 1 2の詳細な構成と動作について説明す る。 ガーダ一レール 4にきめられた延長の長さを有するシャフ ト (A) 5が連結 固定される。 このシャフ ト (A ) 5は、 球面軸受 (A) 1 0に保持される。 シャ フト (A ) 5の先端に、 回転楕円形のシャフ トヘッ ド 3 3がボルト止めされる。 シャフトヘッ ド 3 3を包み込みかつ、 脱却ができないようにセッ 卜されたスライ ドボトム板 3 4が設置されている。  Here, the detailed configuration and operation of the shifter unit 12 will be described. A shaft (A) 5 having an extension length determined by the girder rail 4 is connected and fixed. The shaft (A) 5 is held by the spherical bearing (A) 10. A spheroidal shaft head 33 is bolted to the end of the shaft (A) 5. A slide bottom plate 34 that wraps around the shaft head 33 and is set so that it cannot be removed is installed.
コイルバネ 3 0 aの片側は、 スライ ドボトム板 3 4に固定され、 他方の片側は、 コイルバネ取付板 (A ) 3 1に固定されている。 このコイルバネ 3 0 aと、 スラ ィ ドボトム板 3 4と、 コイルバネ取付板 (A ) 3 1の集合体によって、 それ自体 として伸縮機能とスライ ド機能を有し、 シフトァブソーバーュニッ ト 1 2の主要 な構成部品となっている。 シャフ トへッ ド 3 3とスライ ドボトム板 3 4の間には、 シャフ トヘッ ド 3 3の定立体角度での球面運動に適応できるためのすきまがある。 第 6図中において表示されたし , 1 2 , 1 3 , 1 4 , 1 5 , 1 6 は、 エリア 寸法を示す。 説明の都合上、 ( 1 , エリア) … (1 6 エリア) なる記載表現を使 用するが、 各エリァの下の空間スペースを意味するものとする。 One side of the coil spring 30a is fixed to a slide bottom plate 34, and the other side is fixed to a coil spring mounting plate (A) 31. The assembly of the coil spring 30 a, the slide bottom plate 34, and the coil spring mounting plate (A) 31 has a telescopic function and a slide function as its own. It is a major component of There is a gap between the shaft head 33 and the slide bottom plate 34 to accommodate the spherical motion of the shaft 33 at a constant solid angle. It appears in a FIG. 6, 1 2, 1 3, 1 4, 1 5, 1 6, showing the area dimensions. For the sake of explanation, the description expression (1, area)… ( 16 areas) is used, but it means the space below each area.
シフトァブソーバーュニッ トハウジング 2 8の内部機構について説明する。 ( 1 3 エリア) から ( 1 6 エリア) までは、 往復及び回転運動機能を有するリニヤ ベアリング 3 5を備えている。 シフトァブソーバーュニッ トハウジング 2 8は球 面軸受 (A ) 〖 0を共締めする形で、 走行ローラー〖 3のローラー支持金具 2 5 に取付け固定される。 The internal mechanism of the shift absorb unit housing 28 will be described. (1 3 Area) to (1 6 areas) is provided with a linear bearing 35 having a reciprocating and rotational movement functions. Shift Absorber Unit Housing 28 is a ball The surface bearing (A) 〖0 is attached and fixed to the roller support bracket 25 of the traveling roller 〖3 by fastening together.
動作上、 上記のシャフ ト (A ) 5のシフ ト設定量を考慮して、 (し エリア) , ( 1 3 エリア) , ( 1 5 エリア) をそれぞれ設定できる。 更に、 曲線状走行レー ル 1 bの曲率半径の状況に合わせて、 ( 1 , ェリア) , ( 1 3 ヱリア) , ( 1 5 エリア) をそれぞれきめることもできる。 In operation, taking into account the shift set amount of the above-mentioned shafts bets (A) 5, can be set (by area), (1 3 Area), a (1 5 areas), respectively. Furthermore, in accordance with the radius of curvature of the status of the curved running rail 1 b, (1, Eria), (1 3 Weria), also possible to determine each (1 5 areas).
例えば、 一対の直線走行レール 1 aの通りが悪く、 仮に一対の直線走行レール 1 aの通り基準線を基準に左右 1 5画位の誤差があつたと仮定する。 通常この走 行レール 1 aの不整合個所を走行移動するガ一グーレール 4は、 両走行トロリー ( A ) 7, ( B ) 8との連結部周辺に、 主に引張、 圧縮といった外力が発生する。 これに対し、 少しの安全率を見て、 仮に (し エリァ) 寸法を 3 O mm, ( 1 3 ェ リァ寸法) を 2 O mm, ( 1 5 エリァ寸法) を 2 0 mmと設定した場合、 走行レール 1 aとガ一ダーレ一ル 4との間に必要以上の交差角度が発生しない限り、 シフ ト アブソ一バーュニッ ト 1 2は ( 1 3 エリア) から ( 1 5 エリア) の間を往復運動 するだけで、 コイルバネ 3 0 aの作用はない。 For example, it is assumed that a pair of straight running rails 1a has a bad street, and that there is an error of 15 image positions on the left and right with respect to a reference line of the pair of straight running rails 1a. Normally, the gauge rail 4 that travels on the mismatched portion of the traveling rail 1a generates external forces such as tension and compression mainly around the connection between the traveling trolleys (A) 7 and (B) 8. . In contrast, looking at the little safety factor, if (and Eria) dimensions 3 O mm, (1 3 E Ria dimension) of 2 O mm, if you set 2 0 mm (the 1 5 Eria dimension), as long as the angle of intersection than necessary between the running rail 1 a and moths one Dale Ichiru 4 does not occur, reciprocate between shift absolute one Bayuni' sheet 1 2 (1 3 areas) of (1 5 area) The coil spring 30a has no effect.
しかし、 上記の直線走行レール 1 aの不整合と重なって人為的操作上の偏荷重 等が作用して、 直線走行レール 1 aとガーダ一レール 4との間に必要以上の交差 角度が発生し、 これに伴うシャフ ト (A ) 5のシフ ト量が 2 0誦を越えようとす る場合や、 上記とは別に曲線状走行レール 1 bをガーダ一レール 4が走行移動す るにあたって発生する交差角度に伴い、 ガーダ一レール 4の支持支点に大きな引 張による外力が加わった場合は、 シフトァブソーバーュニッ 卜 1 2全体が、 ( 1 3 エリア) へ移動する。 コイルバネ取付板 (A ) 3 1は球面軸受ハウジング (A )However, the above-mentioned misalignment of the straight running rail 1a overlaps with an eccentric load due to an artificial operation, and an unnecessary crossing angle between the straight running rail 1a and the girder rail 4 is generated. However, this occurs when the amount of shift of the shaft (A) 5 is about to exceed 20 or when the girder rail 4 travels on the curved traveling rail 1 b separately from the above. As the crossing angle, if the external force is applied due to a large tensile to support the fulcrum of the girder one rail 4, the entire shift fab saw bar Interview Stevenage Bok 1 2 is moved to (1 3 areas). Coil spring mounting plate (A) 3 1 is a spherical bearing housing (A)
2 6に取付けてあるゴムバッファ 3 8に当たると同時に、 シャフ トヘッ ド 3 3力 スライ ドボトム板 3 4と一体となって ( 1 3 エリア) 方向へ移動し、 コイルバネ2 At the same time as hitting the rubber buffer 3 8 attached to 6, the shaft 3 3 force moves together with the slide bottom plate 3 4 in the (1 3 area) direction and the coil spring
3 0 aが無段階に圧縮される。 この圧縮に伴うコイルバネ 3 0 aの反作用により、 スライ ドボトム板 3 4力く、 シャフトへッ ド 3 3と一体となって、 その結果、 シャ フト (A ) 5を ( 1 5 エリア) 方向へ戻す作用が発生する。 言い換えれば、 必要 以上の交差角度が発生した場合、 コイルパネ 3 0 aの圧縮によってガーダーレ一 ル 4を元の交差角度へ戻すための作用が発生する。 具体的には、 片側の走行トロ リー (A) 7又は (B) 8に対して人為的操作力が大きいために、 必要以上の交 差角度が発生しても、 一方の走行卜口リー (A) 7义は (B) 8の追従機能が効 率よく働き、 しかも、 走行口一ラー 1 3に対して衝撃や外力を与えずに、 安定し た走行ローラ一 1 3の状態を保持することができるつ 30a is compressed steplessly. Due to the reaction of the coil spring 30a caused by this compression, the slide bottom plate 34 is strong and is integrated with the shaft head 33. As a result, the shaft (A) 5 is returned in the ( 15 area) direction. Action occurs. In other words, when an intersection angle more than necessary occurs, the action of returning the girder rail 4 to the original intersection angle occurs by the compression of the coil panel 30a. Specifically, one side of the traveling toro Lee (A) 7 or (B) 8 has a large artificial operation force, so even if an excessive crossing angle occurs, one of the driving doors (A) 7 义 is (B) 8 The follower function works efficiently, and it is possible to maintain a stable state of the traveling roller 13 without applying an impact or external force to the traveling port 13.
次に、 両走行卜口り一 (A) 7 , (B) 8とガ一ダーレ一ル 4の連結部に圧縮 による力が加わって始めに設定した ( 1 5 エリア) のシフ ト量設定値を越えたと きは、 シフ トァブソーバーュニッ 卜 1 2全体が ( 1 6 エリア) 方向へ移動する。 スライ ドボトム板 3 4はシャフ トヘッ ド 3 3に押される形で、 コイルバネ取付板 (B) 3 2が取付られているゴムバッファ 3 8に当たる。 これと同時に、 シフ ト アブソ一バ一ュニッ 卜ハウジング 2 8の末端に設置されたコイルバネ 3 O bは無 段階に圧縮される:. コイルバネ 3 O bは、 圧縮によって起こる衝撃を吸収する。 また、 このシフトァブソーバーュニッ ト 1 2のコイルバネ 3 0 aのストローク を伸ばし、 始めから ( 1 3 エリア) , ( 1 5 エリア) のすきま寸法を 0と設定す ることもできる。 このことは、 コイルバネ 3 0 aの領域が大きくなることを意味 する。 このような状況は、 直線走行レール 1 a等に不整合が存在する場合、 及び 曲線状走行レール 1 b上をガーダーレ一ル 4が走行移動する場合に発生する。 ガ 一ダ一レール 4に連結されたシャフ ト (A) 5の支点移動に伴って、 移動開始時 点において、 コイルバネ 3 0 a, 3 0 bがそれぞれ作用する。 このことは、 両走 行トロリー (A) 7 , (B) 8の追従機能を高めると同時に、 走行トロリー (A ) 7と走行トロリー (B) 8とガーダーレ一ル 4の連結部周辺にかかる外力を始 めからコイルバネ 3 0 aの作用で吸収できるということを意味する。 この場合、 使用するコイルバネ 3 0 aは、 2段モーションタイプのものが望ましい。 Next, the shift amount set value of the ( 15 area) that was initially set by the application of the compression force to the connection between the two running wheels (A) 7, (B) 8 and the girder rail 4 When crossing, the entire shiftover unit 12 moves in the ( 16 area) direction. The slide bottom plate 34 is pressed by the shaft head 33 and hits the rubber buffer 38 on which the coil spring mounting plate (B) 32 is mounted. At the same time, the coil spring 3 Ob installed at the end of the shift absolute housing 28 is compressed steplessly: The coil spring 3 Ob absorbs the shock caused by the compression. Further, stretching the stroke of the shift fab saw bar Interview Stevenage sheet 1 second coil spring 3 0 a, from the beginning (1 3 area), can also be set to zero the gap dimensions (1 5 areas). This means that the area of the coil spring 30a becomes large. Such a situation occurs when there is an inconsistency in the straight traveling rail 1a or the like, and when the girder rail 4 travels on the curved traveling rail 1b. As the fulcrum of the shaft (A) 5 connected to the guide rail 4 moves, the coil springs 30a and 30b act at the start of the movement. This not only enhances the tracking function of both traveling trolleys (A) 7 and (B) 8, but also increases the external force applied around the connection between traveling trolley (A) 7, traveling trolley (B) 8 and girder rail 4. Means that it can be absorbed by the action of the coil spring 30a from the beginning. In this case, the coil spring 30a to be used is preferably of a two-stage motion type.
以上説明したように、 本発明の天井走行する簡易クレーンにおいて、 直線走行 レール 1 aのスパンが大きくて、 必要以上の交差角度が発生する場合や、 曲線状 走行レール 1 b上をガーダ一レール 4が走行移動する場合、 球面軸受 (A) 1 0 及び (B) 1 1の機構と、 シフトァブソーバーュニッ 卜 1 2の機構を併用して用 いることによって、 必要以上の交差角度に伴う衝撃を吸収しながら、 理想的な搬 送物の移動を提供することができる。  As described above, in the overhead traveling traveling simple crane according to the present invention, when the span of the linear traveling rail 1a is large and an undesired intersection angle occurs, or when the girder rail 4 extends on the curved traveling rail 1b. When the vehicle travels, by using the mechanisms of the spherical bearings (A) 10 and (B) 11 and the mechanism of the Shift Absorber Unit 12 at the same time, the crossing angle becomes larger than necessary. It can provide ideal transport of goods while absorbing shock.
第 7図は、 本発明の両走行卜ロリ一 (A) 7 , (B) 8と、 シフ トァブソーバ —ュニッ ト 〖 2を装着したサスペンショ ン型の天井走行する簡易クレーンの模式 的断面構造図を示す: 第 7図において、 l aは直線走行レール、 4はガ一ダーレ —ル、 5はシャフ ト (A) 、 1 0は球面軸受 (A) 、 1 1は球面軸受 (B) 、 1 2はシフ トアブソ一バーユニッ ト、 1 3は走行ローラ一、 1 4はガイ ド口一ラー、 1 5は横行ローラ一、 1 6はホイスト及びチェーンブロック、 1 7はホイス 卜取 付金具、 1 9は走行レール吊り下げ部材、 2 0は吊り下げ部材固定金具、 2 5は ローラ一支持金具、 1 6は球面軸受ハウジング (A) 、 2 7は球面軸受ハウジン グ (B) 、 4 1は天井板、 4 2は天井吊り部材、 4 4はキップタイヤケーブル、 4 5は梁、 4 9は横行ストッパーを示す。 建物の天井面に構成される構造体であ る梁 4 5に走行レール吊り下げ部材 1 9によって直線走行レール 1 aが支持固定 される c 第 7図の場合、 両走行トロリ一 (A) 7, (B) 8が備える球面軸受 ( A) 1 0, (B) 1 1が保持するシャフ ト (A) 5, (B) 6はガーダーレ一ル 4の両端側面に連結固定される形となる。 このガーグ一レール 4に沿ってホイス ト 1 6を吊り下げた横行トロリー 9 (横行ローラー 1 5, ローラ一支持金具 2 5, ホイスト取付金具 1 7を含む) が横行移動する。 走行トロリー (A) 7にシフト ァブソーバーュニッ ト 1 2を装着した場合、 両走行トロリー (A) 7, (B) 8 は走行ローラ一 1 3の上部にガイ ドロ一ラ一 1 4を備える。 両走行トロリー (A ) 7, (B) 8及びシフ トアブソ一バーユニッ ト 1 2を装着することによって、 直線走行レール 1 aは殆んど揺れることがなくなるため、 直線走行レール 1 aを 天井板に取付けることも可能となる。 FIG. 7 shows the two-wheel drive (A) 7 and (B) 8 of the present invention, and the shift-absorber. —A schematic cross-sectional structural diagram of a suspension-type overhead traveling crane equipped with Unit 2 is shown in FIG. 7: In FIG. 7, la is a straight traveling rail, 4 is a gardale rail, and 5 is a shaft ( A), 10 is a spherical bearing (A), 11 is a spherical bearing (B), 12 is a shift absolute bar unit, 13 is a traveling roller, 14 is a guide port, and 15 is a traverse. Rollers 1 and 16 are hoists and chain blocks, 17 is a hoist mounting bracket, 19 is a traveling rail suspension member, 20 is a suspension member fixing bracket, 25 is a roller one support bracket, and 16 is a spherical surface. Bearing housing (A), 27 is a spherical bearing housing (B), 41 is a ceiling plate, 42 is a ceiling suspension member, 44 is a kip tire cable, 45 is a beam, and 49 is a traverse stopper. The straight running rail 1a is supported and fixed to the beam 45, which is the structure constructed on the ceiling surface of the building, by the running rail suspension member 19. c In the case of Fig. 7, both running trolleys (A) 7 , (B) 8 provided spherical bearings (A) 10, (B) 11 The shafts (A) 5, (B) 6 held by 11 are connected and fixed to both side surfaces of girder rail 4 . A trolley 9 (including a traversing roller 15, a roller-one support bracket 25, and a hoist-mounting bracket 17) in which a hoist 16 is suspended moves along the gag rail 4. When the shift trolley unit 12 is mounted on the traveling trolley (A) 7, both traveling trolleys (A) 7, (B) 8 have guide rollers 14 on the top of the traveling rollers 13. Prepare. By mounting the two traveling trolleys (A) 7, (B) 8 and the shift absolute bar unit 12, the straight traveling rail 1a hardly sways, so the straight traveling rail 1a is attached to the ceiling panel. It becomes possible to attach.
第 8図は、 両走行卜口リー (A) 7 , (B) 8とシフ トァブソーバーユニッ ト 1 2を装着したオーバ一ハングを持つサスペンション型の天井走行する簡易クレ 一ンの模式的断面構造図を示す。  Fig. 8 shows a schematic cross section of a suspension type overhead traveling crane with an overhung equipped with both runners (A) 7 and (B) 8 and a shifter unit 12. FIG.
第 9図は、 両走行トロリ一 (A) 7 , (B) 8とシフ トアブソ一バーユニッ ト 1 2を装着した卜ップラン型の天井走行する簡易クレーンの模式的断面構造図を 示す。  FIG. 9 is a schematic cross-sectional structural diagram of a top-run overhead traveling simple crane equipped with both traveling trolleys (A) 7 and (B) 8 and a shift absolute bar unit 12.
第 8図, 第 9図において、 1は走行レール、 l aは直線走行レール、 4はガー ダーレール、 5はシャフ ト (A) 、 6はシャフ ト (B) 、 8は走行卜口リー (B ) 、 1 0は球面軸受 (A) 、 1 1は球面軸受 (B) 、 1 2はシフ トァブソーバー ユニッ ト、 1 3は走行ローラー、 1 4はガイ ドローラ一、 1 5は横行ローラー、 1 6はホイス卜及びチェーンブロック、 1 7はホイス卜取付金具、 1 8はフック、 1 9は走行レール吊り下げ部材、 2 1はシャフ ト取付板、 2 5はローラ支持金具、 2 6は球面軸受ハウジング (A) 、 2 7は球面铀受ハウジング (B) 、 4 3はァ ンカ一ボルト、 4 4はキヤプタイヤケーブル、 4 5は梁、 4 6は支柱、 4 9は横 行ストッパーを示す 第 8図の場合、 両走行トロリー (A) 7, (B) 8が備え る球面軸受 (A) 1 0, (B) 1 1が保持するシャフ ト (A) 5, (B) 6はガ 一ダーレール 4の上部に連結固定されている。 第 9図の場合、 一般鋼材の H型鋼 や角パイプによって支柱 4 6や梁 4 5を構成でき、 ガ一グーレール 4に加わるホ イス卜 1 6の吊り荷重によって、 支柱 4 6、 梁 4 5は自由に変更することが可能 である。 又、 支柱 4 6を固定する方法としては土間コンクリートへアンカ一ボル 卜 4 3等を使用して固定する。 In Figs. 8 and 9, 1 is a running rail, la is a straight running rail, 4 is a girder rail, 5 is a shaft (A), 6 is a shaft (B), and 8 is a running shaft (B). , 10 is a spherical bearing (A), 11 is a spherical bearing (B), and 12 is a shift absorber Unit, 13 is a traveling roller, 14 is a guide roller, 15 is a traversing roller, 16 is a hoist and chain block, 17 is a hoist mounting bracket, 18 is a hook, and 19 is a hanging rail. Lowering member, 21 is a shaft mounting plate, 25 is a roller support, 26 is a spherical bearing housing (A), 27 is a spherical bearing housing (B), 43 is an anchor bolt, and 4 is Figure 8 shows a cap tire cable, 45 is a beam, 46 is a column, and 49 is a traverse stopper. In the case of Fig. 8, the spherical bearings (A) 1 of both traveling trolleys (A) 7, (B) 8 The shafts (A) 5 and (B) 6 held by 0 and (B) 11 are connected and fixed to the upper part of the guide rail 4. In the case of Fig. 9, the columns 46 and beams 45 can be composed of general steel H-section steel and square pipes, and the columns 46 and beams 45 are formed by the suspended load of the beams 16 applied to the ga-g rail 4. It can be changed freely. Also, as a method of fixing the columns 46, the anchors 43 are used to fix the concrete to the slab.
第 1 0図は、 丸タイプのガ一ダ一レールを使用し、 横行トロリーにホイストを 吊り下げた様子を示す模式的断面構造図である。 第 1 0図において、 4はガーグ 一レール、 9は横行トロリー、 1 6はホイスト及びチェーンブロック、 1 7はホ ィス卜取付金具、 1 8はフック、 5 0は無給油軸受を示す。 横行卜口リー 9が保 持する無給油軸受 5 0は、 ガーダ一レール 4を包み込む形で、 揺動運動機能を横 行卜口リー 9に与える。  FIG. 10 is a schematic cross-sectional structure diagram showing a state in which a hoist is hung on a traversing trolley using a round type girder rail. In FIG. 10, reference numeral 4 denotes a garg / rail, 9 denotes a traversing trolley, 16 denotes a hoist and a chain block, 17 denotes a mounting bracket, 18 denotes a hook, and 50 denotes an oilless bearing. The non-lubricated bearing 50 held by the traversing opening 9 gives the oscillating movement function to the traversing opening 9 by wrapping around the girder rail 4.
(実施例 2 )  (Example 2)
小規模な簡易クレーンを現場足場パイプに組立て取付けた実施例を詳細に説明 する。 第 1 1図, 第 1 2図, 第 1 3図は現場足場パイプに組立て取付けた小規模 な簡易クレーンの模式的正面図、 模式的立体図、 模式的平面図を示す。  An embodiment in which a small-scale simple crane is assembled and attached to a scaffold pipe on site will be described in detail. Figures 11, 12, and 13 show a schematic front view, a schematic three-dimensional view, and a schematic plan view of a small-scale simple crane assembled and mounted on a scaffold pipe at the site.
第 1 1図乃至第 1 3図において、 2, 2 c 2 dは走行レール、 4はガ一ダ一 レール、 7は走行トロリー (A) 、 8は走行トロリー (B) 、 9は横行トロリー、 1 3は走行ローラー、 1 6はホイスト及びチェーンブロック、 1 8はフック、 4 4はキヤプタイヤケーブル、 4 8は走行ストッパー、 4 9は横行ストッパー、 5 0は無給油軸受、 1 0 2は方杖 ( I N) 、 1 0 3は方杖 (OUT) 、 1 0 8は足 場パイプ、 1 0 9は走行レール支持パイプ、 1 1 0はレールジョイントヒンジ A、 1 1 6は方杖受金具 (レール側) 、 1 1 9は方杖固定金具 (足場パイプ用) 、 1 2 0はにぎり締め付け調整固定金具、 1 1 7はレール支持パイブブラケッ ト、 1 2 8は走行レール固定金具、 〖 3 0は搬送物、 1 3 1は安全手すりを示す: 走行レール 2はそれぞれ走行レール 2 c 2 dの部分に分けられる。 走行レー ル 2 c, 2 dは、 走行レール支持バイプ 1 0 9を介して足場パイプ 1 0 8に、 走 行レール固定金具〖 2 8を用いて固定される。 走行レール支持パイプ 1 0 9は、 足場パイプ 1 0 8の足場寸法の違いに順応できることと、 走行レール 2を補強す るためのものである。 固定金具 1 2 8を 4個使用して走行レール 2 c 2 dは間 接的に 4支点で支持される。 In Figs. 11 to 13, 2 and 2c2d are traveling rails, 4 is a girder rail, 7 is a traveling trolley (A), 8 is a traveling trolley (B), 9 is a transverse trolley, 1 3 is a traveling roller, 16 is a hoist and chain block, 18 is a hook, 4 4 is a cap tire cable, 48 is a traveling stopper, 49 is a traverse stopper, 50 is a non-lubricated bearing, and 10 2 is a lubricated bearing. Brace (IN), 103 is a brace (OUT), 108 is a scaffold pipe, 109 is a running rail support pipe, 110 is a rail joint hinge A, and 1 16 is a brace bracket (Rail side), 1 1 9 is a brace fixing bracket (for scaffolding pipe), 1 20 is the bracket for adjusting the tightening of the nipple, 1 17 is the rail bracket, 1 is the bracket for the rail support, 1 28 is the bracket for the running rail, 〖30 is the conveyed product, 1 31 is the safety railing: running rail 2 is the running rail respectively It is divided into 2c and 2d parts. The traveling rails 2c and 2d are fixed to the scaffold pipe 108 via the traveling rail support pipe 109 using the traveling rail fixing bracket 〖28. The traveling rail support pipe 109 is used for adapting to the difference in scaffold dimensions of the scaffold pipe 108 and for reinforcing the traveling rail 2. The traveling rail 2c2d is indirectly supported at four fulcrums using four fixing brackets 128.
方杖 ( I N) 1 0 2及び方杖 (OUT) 1 0 3は、 にぎり締め付け調整金具 1 2 0によって、 無段階に長さの調整ができるので、 足場寸法に合わせて走行レー ル 2 c, 2 dに取付けることができる。 その際、 方杖そのものが走行レール 2 c 2 dにかかる荷重を分担負担していることを考慮して、 方杖 ( I N) 1 0 2, 方 杖 (OUT) 1 0 3の取付角度、 取付足場の取付個所の選定が必要となる。 分担 荷重の面と、 足場パイプ 1 0 8に加わる軸力の軽減をも考慮して、 略 4 5 ° 前後 が取付角度の平均的な適正値である。 この方杖 ( I N) 1 0 2, 方杖 (OUT) 1 0 3はこの一対の走行レール 2 c, 2 dに対して 4本構成でサポ一卜する。 現場足場パイプ 1 0 8に組立て取付けた小規模な簡易クレーンにおいて、 走行レ ール 2 c, 2 dに沿って、 走行トロリー (A) 7, (B) 8に保持されたガーダ —レール 4が走行移動する。 この場合、 走行トロリー (A) 7 , (B) 8はそれ ぞれ球面軸受 (A) i 0, (B) 1 1を備えているので、 意識しないままに取付 け上発生する走行レール 2 c , 2 dの不整合や足場パイプが垂直でない場合に発 生する走行レール 2 c, 2 dの不整合に対しても、 ガーグ一レール 4は安全にか つスム一ズな走行移動が可能となる。  The length of the brace (IN) 102 and the brace (OUT) 103 can be adjusted steplessly with the clamps 120, so that the running rail 2c, Can be mounted on 2 d. At this time, taking into account that the brace itself bears the load applied to the traveling rail 2c2d, the mounting angle of the brace (IN) 102 and the brace (OUT) 103 is It is necessary to select a mounting location for the scaffold. Considering the load sharing and the reduction of the axial force applied to the scaffold pipe 108, about 45 ° is an average appropriate value for the mounting angle. The brace (IN) 102 and the brace (OUT) 103 support the pair of running rails 2c and 2d in a four-piece configuration. In a small-scale simple crane assembled and mounted on the on-site scaffold pipe 108, the girder held on traveling trolleys (A) 7, (B) 8 along traveling rails 2c, 2d is replaced by rail 4 Travel and move. In this case, the traveling trolleys (A) 7 and (B) 8 are provided with spherical bearings (A) i 0 and (B) 11, respectively. The gag rail 4 can safely and smoothly move even if the running rails 2c and 2d are misaligned when the scaffold pipes are not vertical or when the scaffold pipes are not vertical. Become.
ガーダーレ一ル 4に沿ってホイスト及びチヱ一ンブロック 1 6を吊り下げた横 行トロリー 9は横行移動する。 本発明の実施例 2の場合、 一対の走行レール 2 c, 2 d間のスパンが狭く、 横行移動の必要性があまりない。 走行レール 2 c, 2 d に不整合があり、 特に走行レール 2 c 2 d相互間にレベルの高低差がある場合 においても、 横行ローラー 1 5を保持する横行トロリー 9のように横すべりがあ るため、 搬送物の大きな揺れが起こりうる。 このため、 無給油軸受 5 0を備えた 横行トロリー 9を採用した。 The trolley 9 with the hoist and chain block 16 suspended along the girder rail 4 traverses. In the case of the second embodiment of the present invention, the span between the pair of traveling rails 2c, 2d is narrow, and there is little need for traversing. There is an inconsistency between the running rails 2c and 2d, and there is a skid like the trolley 9 holding the traversing rollers 15, especially when there is a level difference between the running rails 2c and 2d. Therefore, large swaying of the conveyed object may occur. For this reason, oil-free bearings 50 A trolley 9 was adopted.
第 1 4図は現場足場パイプに組立て取付けた小規模な簡易クレーンの走行レー ルの折り曲げ状況を示す模式的平面図である。 また第 1 5図は第 1 4図の A— A ' 線に沿う模式的断面構造図を示す。 第 1 4図, 第 1 5図において、 2 c, 2 dは 走行レール、 4はガ一ダーレ一ル、 6はシャフ ト (B) 、 2 1はシャフ ト取付板、 Fig. 14 is a schematic plan view showing the bending condition of the traveling rail of a small-scale simple crane assembled and attached to the on-site scaffolding pipe. FIG. 15 is a schematic sectional structural view taken along line AA ′ of FIG. In Figs. 14 and 15, 2c and 2d are running rails, 4 is a girder rail, 6 is a shaft (B), 21 is a shaft mounting plate,
2 5はローラ一支持金具、 7は球面軸受ハウジング (B) 、 1 1 0はレールジ ョイントヒンジ A、 1 1 1はレールジョイン トヒンジ B、 1 1 2はレールジョイ ントヒンジピン A、 1 1 5はレールジョイン 卜ヒンジ抜き差しピンを示す。 走行 レール 2 cに対して、 レールジョイントヒンジ A 1 1 0及びレールジョイントヒ ンジ B l 1 1を用いて走行レール 2 dが連結されている。 レールジョイントヒン ジ抜き差しピン 1 1 5を抜いて、 レールジョイントヒンジ A 1 1 0を軸として、 回転させて、 走行レール 2 cに走行レール 2 dを重ねることによって走行レール の折り曲げ動作を行なうことができる。 2 5 is a roller support bracket, 7 is a spherical bearing housing (B), 110 is a rail joint hinge A, 111 is a rail joint hinge B, 112 is a rail joint hinge pin A, and 115 is a rail joint 4 shows a hinge insert / extract pin. The traveling rail 2d is connected to the traveling rail 2c by using a rail joint hinge A110 and a rail joint hinge B111. Pulling out the rail joint hinge insertion / removal pin 1 15 and rotating it around the rail joint hinge A 110, the traveling rail 2d can be folded over the traveling rail 2c to perform the bending operation of the traveling rail. it can.
(実施例 3 )  (Example 3)
本発明の小規模な簡易クレーンを建物軀体に組立て取付けた実施例を詳細に説 明する。 第 1 6図及び第 1 7図は建物軀体に設置組立てた小規模な簡易クレーン の模式的正面図及び模式的立面図を示す。 第 1 6図, 第 1 7図において、 3 e, An embodiment in which the small-sized simple crane of the present invention is assembled and mounted on a building body will be described in detail. Fig. 16 and Fig. 17 show a schematic front view and a schematic elevation view of a small-scale simple crane installed and assembled in a building. In Figs. 16 and 17, 3 e,
3 f , 3 gは走行レール、 4はガ一ダ一レール、 7は走行トロリ一 (A) 、 8は 走行卜ロリ一 (B) 、 9は横行トロリー、 1 0は球面軸受 (A) 、 1 3は走行口 一ラ一、 1 6はホイスト及びチヱーンブロック、 1 8はフック、 4 4はキヤプタ ィャケーブル、 4 8は走行ス トッパー、 4 9は横行ス トッパー、 5 0は無給油軸 受、 1 0 0は支柱 ( I N) 、 1 0 1は支柱 (OUT) 、 1 0 2は方杖 ( I N) 、3 f and 3 g are traveling rails, 4 is a girder rail, 7 is a traveling trolley (A), 8 is a traveling trolley (B), 9 is a traversing trolley, 10 is a spherical bearing (A), 13 is a runway line, 16 is a hoist and chain block, 18 is a hook, 44 is a captive cable, 48 is a run stopper, 49 is a transverse stopper, 50 is a non-lubricated bearing, 1 0 0 is a pole (IN), 101 is a pole (OUT), 102 is a pole (IN),
1 0 3は方杖 (OUT) 、 1 0 4は支柱固定フレーム、 1 0 5はレール振れ止め バー、 1 0 6は渡りバ一 (上) 、 1 0 7は渡りバ一 (下) 、 1 1 1はレールジョ イントヒンジ B、 1 1 4はレールジョイン トロックピン、 1 1 6は方杖受金具 ( レール側) 、 1 1 7は方杖受金具 (支柱側) 、 1 2 0はにぎり締め付け調整固定 金具、 1 2 1は押さえ板、 1 2 2はレール振れ止めバー固定金具、 1 2 3は支柱 固定ボルト (上) (下) 、 1 2 4は支柱位置決めにぎり締め付けボルト (大) 、 1 2 5は支柱位置決めにぎり締め付けボルト (小) 、 1 2 6は渡りバー受金具、 1 2 9はレベリングゴムパッ 卜を示す. 一対の支柱 ( I N) 1 0 0及び支拄 (0 UT) 1 0 Iは、 それぞれ支柱 (OUT) 1 0 1の中に支柱 ( I N) 1 0 0が入 る構成を有する。 設置場所の状況に応じて、 一対の支注間のレベル高低差を調整 して支柱位置決めにぎり締め付けボルト (大) 1 2 4を用いて固定するつ また、 方杖 ( I N) 1 0 2, 方杖 (OUT) 1 0 3は、 一対の支柱の長さに応じてにぎ り締め付け調整固定金具 1 2 0を用いて無段階に調整可能な伸縮機構を有し、 一 対の走行レール 3 e, 3 f , 3 gを一対の方杖 ( I N) 1 0 2, 方杖 (OUT) 1 0 3での組合わせによって支持している。 103 is a brace (OUT), 104 is a column fixed frame, 105 is a rail steady bar, 106 is a crossbar (top), 107 is a crossbar (bottom), 1 1 1 is a rail joint hinge B, 1 1 4 is a rail joint lock pin, 1 1 6 is a brace holder (rail side), 1 1 7 is a brace holder (post side), and 1 2 0 is a niche tightening adjustment fixing bracket , 1 2 1 is a holding plate, 1 2 2 is a rail fixing bar fixing bracket, 1 2 3 is a column fixing bolt (upper) (lower), 1 2 4 is a tightening bolt for positioning the column (large), 1 2 5 is Only for the support column positioning, tightening bolts (small), 1 26 are cross bar receiving brackets, 1 29 denotes a leveling rubber pad. A pair of struts (IN) 100 and struts (0 UT) 100 I are each a strut (IN) 100 in a strut (OUT) 101. Has a configuration to enter. Adjust the level difference between the pair of shorings according to the situation of the installation location, and fix it using the bolts (large) 124 for positioning the poles. Also, the brace (IN) 102, The cane (OUT) 103 has a telescopic mechanism that can be adjusted in a stepless manner by using a tightening adjustment fixing bracket 120 according to the length of a pair of columns, and a pair of traveling rails 3 e , 3 f, 3 g are supported by a combination of a pair of brace (IN) 102 and a brace (OUT) 103.
建物軀体 (第 1 7図の斜線部分) に沿って、 一対の支柱 ( I N) 1 0 0, 支柱 (OUT) 1 0 1を直立させて、 一対の支柱固定フレーム 1 0 4内の 4本の支柱 固定ボルト (上) (下) 1 2 3の先端に取付けされた.1枚の押さえ板 1 2 1によ つて、 壁面と支柱 (OUT) 1 0 3を共締めして固定する, 一対の支柱固定フレ ーム 1 0 4内の支柱固定ボルト (上) (下) 1 2 3の先端に取付けられた押さえ 板 1 2 1は、 3 6 0 ° 回転する構造を有するので、 あらゆる壁面形状にフイ ッ ト する取付角度を選択することができる。 また、 壁面の強度に合わせて押さえ板 1 2 1を、 面積の大きい押さえ板 1 2 1に変更したり、 壁厚の変化に対応して支柱 固定ボルト (上) (下) 1 2 3の調整を行ない、 対応することができる。  A pair of struts (IN) 100 and struts (OUT) 101 are erected along the building body (the shaded area in Fig. 17), and four of the strut fixing frames 104 are erected. Support bolts (upper) (lower) Attached to the tip of 1 2 3. The wall (1) and the support (OUT) 1 0 3 are fastened and fixed together by one holding plate 1 2 1. The column fixing bolts in the column 104 (upper) (lower) The holding plate 1 2 1 attached to the tip of 123 has a structure that rotates 360 °, so any wall shape You can select the mounting angle to fit in. In addition, according to the strength of the wall, the holding plate 1 2 1 can be changed to a large holding plate 1 2 1, and the column fixing bolts (upper) (lower) 1 2 3 can be adjusted according to the change in wall thickness And take action.
レべリングゴムパッ ト 1 2 9を、 支柱 (OUT) 1 0 1の下部に取付けること によって、 支柱相互間のレベル高低差の微調整と簡易クレーン全体の安定性を図 ることができる。 渡りバー (上) 1 0 6と渡りバー (下) 1 0 7は、 2本の支柱 間のスパン (間口) を決める手段であって、 支柱 (OUT) 1 0 1の支持フレー ムの 1つとして、 支柱 (OUT) 1 0 1の強度を高める効果をも有する。 レール 振れ止めバー 1 0 5は、 走行レール 3 gの内側側面に脱着でき、 レール相互間の 振れを止める役割を果たす。  By mounting the leveling rubber pad 129/9 at the lower part of the column (OUT) 101, fine adjustment of the level difference between columns and stability of the whole simple crane can be achieved. The transfer bar (top) 106 and the transfer bar (bottom) 107 are means for determining the span (frontage) between the two columns, and are one of the support frames for the column (OUT) 101. It also has the effect of increasing the strength of the strut (OUT) 101. The rail steady rest bar 105 can be attached to and detached from the inner side surface of the traveling rail 3 g, and serves to stop the run-out between the rails.
第 1 8図は、 第 1 6図, 第 1 7図に図示した建物軀体に設置組立てた小規模な 簡易クレーンを分解し、 折りたたみ操作を行った後の本体フレームの模式的立面 図である。 第 1 8図において、 3 e, 3 f , 3 gは走行レール、 1 0 0は支柱 ( I N) 、 1 0 1は支柱 (OUT) 、 1 0 2は方杖 ( I N) 、 1 0 3は方杖 (OU T) 、 1 0 4は支柱固定フレーム、 1 2 9はレべリングゴムパッ 卜を示す。 第 1 8図より本体フレームはコンパク トで持ち運びの容易な収納スタイルに納つてい ることがわかる。 本体フレームの折りたたみ手順として、 始めに建物内部側にお いて、 横行トロリ一 9に吊り下げられているホイスト及びチヱ一ンブロック 1 6 を取外し、 一組の走行ストッパー 4 8を取外す。 次に両走行トロリ一 (A) 7 ,Fig. 18 is a schematic elevation view of the main frame after disassembling and folding the small-scale simple crane installed and assembled in the building shown in Figs. 16 and 17. is there. In FIG. 18, 3 e, 3 f, and 3 g are running rails, 100 is a strut (IN), 101 is a strut (OUT), 102 is a brace (IN), and 103 is a strut. A brace (OU T), 104 indicates a column fixing frame, and 129 indicates a leveling rubber pad. First From Fig. 8, it can be seen that the body frame is housed in a compact, easy-to-carry storage style. As a procedure for folding the body frame, first, on the inside of the building, remove the hoist and chain block 16 suspended from the trolley 19 and remove a set of travel stoppers 48. Next, both traveling trolleys (A) 7,
(B) 8に連結されているガーダ一レール 4を走行レール 3 gの端面より引き抜 く。 レール振れ止めバー 1 0 5、 渡りバー (上) 1 0 6, 渡りバー (下) 1 0 7 をそれぞれ取外す。 方杖 (I N) 1 0 2を方杖受金具 (支柱側) 1 1 7より取外 す。 次に、 走行レール 3 e, 3 f 間に取付けられているレールジョイントロック ピン 1 1 4を外し、 レールジョイン卜ヒンジピン (B) 1 1 3を中心に走行レ一 ル 3 e, 3 f をそれぞれ下方へ折り曲げる。 支柱位置決めにぎり締め付けボル卜(B) Pull out the girder rail 4 connected to 8 from the end face of the traveling rail 3 g. Remove the rail steady rest bar 105, the transition bar (top) 106, and the transition bar (bottom) 107, respectively. Remove the brace (IN) 102 from the brace bracket (support side) 1 17. Next, remove the rail joint lock pin 114 attached between the running rails 3e and 3f, and move the running rails 3e and 3f around the rail joint hinge pin (B) 113, respectively. Fold it down. Tightening bolt only for column positioning
(大) 1 2 4, 支柱位置決めにぎり締め付けボルト (小) 1 2 5を緩め、 支柱 ( I N) 1 0 0を支柱 (OUT) 1 0 1へ収納し、 支柱位置決めにぎり締め付けボ ルト (小) 1 2 5を用いて、 支柱 (I N) 1 0 0, (OUT) 1 0 1をそれぞれ 固定する。 その際、 走行レール 3 e, 3 f , 3 g及び方杖 (I N) 1 0 2, 方杖(Large) 124, Loosening bolt for positioning column (small) 1 25, loosen column (IN) 100 into column (OUT) 101, and tighten bolt for positioning column (small) 1 Using 25, fix the columns (IN) 100 and (OUT) 101 respectively. At that time, the running rails 3e, 3f, 3g and the stave (IN) 102, the stave
(OUT) 1 0 3は、 支柱 ( I N) 1 0 0から取外すことなく、 一体として支柱(OUT) 103 is a column without removing it from the column (IN) 100.
(OUT) 1 0 1の周辺に収納することができる。 支柱固定ボルト 1 2 3を緩め、 支柱固定フレーム 1 0 4を取外す。 にぎり締め付け調整固定金具 i 2 0を緩め、 方杖 ( I N) 1 0 2を方杖 (OUT) へ収納する。 上記の手順によって、 第 1 8 図に示す如く、 折りたたみ後の本体フレームを納めることができる。 (OUT) 101 can be stored around. Loosen the column fixing bolts 1 2 3 and remove the column fixing frame 104. Loosen the nipple tightening adjustment fixing bracket i20 and store the stick (IN) 102 in the stick (OUT). By the above procedure, as shown in Fig. 18, the folded main body frame can be stored.
走行レール 3はそれぞれ 3 e, 3 f , 3 gの部分に分割され、 走行レール 3 f と走行レール 3 gの間はレールジョイントヒンジ B 1 1 1によって連結される。 内部スペース等に規制がある場合には、 レールジョイントロックピン 1 1 4を外 して走行レール 3 gを下方へ折り曲げることができる。 走行レール 3 gの末端に サポートされていた方杖 (OUT) 1 0 3は、 走行レール 3 f の末端のレールジ ョイントヒンジ B 1 1 1の部分に取付けられる。  The running rail 3 is divided into 3e, 3f, and 3g portions, respectively, and the running rail 3f and the running rail 3g are connected by a rail joint hinge B111. If there are restrictions on the internal space, etc., the rail joint lock pin 1 14 can be removed and the traveling rail 3 g can be bent downward. The brace (OUT) 103 supported at the end of the running rail 3 g is attached to the rail joint hinge B 111 at the end of the running rail 3 f.
ガーダーレール 4は走行レール 3 e, 3 f , 3 gに沿って走行移動する。 一対 の走行レール 3 e, 3 f , 3 g間のスパンが極めて狭い実施例では、 横行移動の 必要性があまりないので、 横行トロリー 9は限られた範囲で横行移動させるよう に無給油軸受 5 0を取付けた。 産業上の利用可能性 The girder rail 4 travels along traveling rails 3 e, 3 f, and 3 g. In the embodiment in which the span between the pair of traveling rails 3 e, 3 f, and 3 g is extremely narrow, there is little need for traversing, so the traversing trolley 9 should be lubricated with oil-free bearings 5 so that it can move in a limited range. 0 was attached. Industrial applicability
本発明の天井走行する簡易クレーンによれば、 両走行卜口リーとガーダーレ一 ル連結機構部に球面軸受を備え、 ガーダーレ一ルに連結されたシャフ卜を保持し、 またコイルバネを使用したシフ 卜ァブソーバーュニッ トを併用することによって、 走行レールゃ両走行卜口リ一が保持する走行口一ラーに、 衝撃や振動を与えるこ とがないという利点を有する。 従って、 ホイスト及びチ X—ンブロックでの搬送 物の吊り上げ、 吊り下げ移動を含めた、 人為操作による任意の位置への移動もス ムーズかつ安全に行うことできるという利点を有する。 更に移動開始、 移動停止 においても、 取扱いが容易かつ安全であるという利点を有する。  ADVANTAGE OF THE INVENTION According to the simple crane which travels over the ceiling of this invention, it has a spherical bearing in both the runway opening and the girder rail connection mechanism part, holds the shaft connected to the girder rail, and uses the coil spring. The combined use of the Absorber Unit has the advantage that the traveling rails held by the traveling rails and the traveling portals are not subjected to impact or vibration. Therefore, there is an advantage that the movement of the conveyed object to any position by manual operation, including lifting and hanging movement of the conveyed object by the hoist and the chain block, can be performed smoothly and safely. Furthermore, there is an advantage that handling is easy and safe even when starting and stopping moving.
人為操作の安全性、 操作性が向上し、 搬送物の理想的な三次元的移動が可能で ある:  The safety and operability of human operation are improved, and ideal three-dimensional movement of the conveyed goods is possible:
工場、 事務所等の空間スペースを有効活用できる簡易クレーンに適用すること ができる。  It can be applied to simple cranes that can make effective use of the space in factories and offices.
搬送物を任意の位置に安全に、 かつスムーズに移動できる簡易クレーンに適用 することができる。  The present invention can be applied to a simple crane that can safely and smoothly move a conveyed material to an arbitrary position.
折りたたみ、 伸縮、 可搬でき、 搬送物を任意の位置に手軽に移動させることの できる簡易クレーンに適用することができる。  The present invention can be applied to a simple crane that can be folded, expanded, contracted, and transported, and can easily move a conveyed material to an arbitrary position.
本発明の簡易クレーンの実務的展開例としての小規模な簡易クレーンによれば、 操作に習熟していない者でも取付けが容易に可能であり、 携帯性等の点で優れて おり、 実用性、 有効性共に高いものがあるつ  According to the small-sized simple crane as a practical development example of the simple crane according to the present invention, even a person who is not familiar with the operation can easily install the simple crane, and is excellent in portability, etc. Some are highly effective

Claims

請 求 の 範 囲 The scope of the claims
1 . 走行レールとほぼ直角に交わったガ一ダ一レールが、 両走行トロリーに保 持され、 前記走行レールに沿って走行移動し、 前記ガ一グーレールに搭載された 横行トロリーは、 ホイスト及びチェーンブロックを吊り下げ、 前記ガーダーレ一 ルに沿って横行移動する天井走行する簡易クレーンにおいて、 1. A girder rail that intersects with the traveling rail at a substantially right angle is held by both traveling trolleys, travels along the traveling rail, and the traversing trolley mounted on the traveling rail is a hoist and a chain. In a simple overhead traveling crane that suspends a block and traverses along the girder rail,
前記両走行卜口リーと前記ガーダーレールの連結部の保持機構において、 (ィ) 前記ガーグ一レールは連結固定されたシャフトを有し、  In the holding mechanism of the connecting portion between the two running doors and the girder rail, (a) the garg rail has a shaft fixed and connected,
(口) 前記両走行トロリーの保持している片方の球面軸受は半球状軌跡の中で の定立体角度の範囲での軸受機能を有し、 他方の球面軸受は半球状軌跡の中での 定立体角度の範囲での軸受機能及び定立体角度でのシフト機能を備えることを特 徴とする簡易クレーン。  (Mouth) One spherical bearing held by the two traveling trolleys has a bearing function within a constant solid angle within a hemispherical locus, and the other spherical bearing has a constant spherical shape within a hemispherical locus. A simple crane featuring a bearing function within a solid angle range and a shift function at a constant solid angle.
2 . 片側の走行トロリーは、 保持するシフ ト機能を備えた球面軸受機構部と前 記ガーダ一レールに連結固定された前記シャフ 卜の先端に取付けされたシャフ 卜 へッ ドとの間にコイルパネを配置し、 前記コイルパネの伸縮によって、 前記球面 軸受の前記シャフ 卜上のシフ 卜運動を緩和吸収するシフ 卜ァブソーバーュニッ ト を備えたことを特徴とする前記請求の範囲第 1項による簡易クレーン。  2. One side of the traveling trolley is a coil panel between a spherical bearing mechanism with a shift function to hold it and a shaft head attached to the tip of the shaft connected and fixed to the girder rail. And a shifter unit that alleviates and absorbs shift movement of the spherical bearing on the shaft by expansion and contraction of the coil panel. Simple crane.
3 . 走行レールとほぼ直角に交わったガ一ダ一レールが、 両走行トロリーに保 持され、 前記走行レールに沿って走行移動し、 前記ガーグ一レールに搭載された 横行トロリ一は、 ホイスト及びチェーンブロックを吊り下げ、 前記ガ一ダーレ一 ルに沿って横行移動する簡易クレーンにおいて、  3. A girder rail that intersects the traveling rail at a substantially right angle is held by both traveling trolleys, travels along the traveling rail, and the traversing trolley mounted on the garg rail comprises a hoist and In a simple crane that hangs a chain block and traverses along the girder rail,
前記両走行トロリーと前記ガーダ一レールの連結部の保持機構において、 (ィ) 前記ガーダーレ一ルは連結固定されたシャフ 卜を有し、  In the holding mechanism of a connecting portion between the traveling trolley and the girder rail, (a) the girder rail has a shaft fixed and connected,
(口) 前記両走行トロリ一の保持している片方の球面軸受は半球状軌跡の中で の定立体角度の範囲での軸受機能を有し、 他方の球面軸受は半球状軌跡の中での 定立体角度の範囲での軸受機能及び定立体角度でのシフ卜機能を備え、  (Mouth) One spherical bearing held by the two traveling trolleys has a bearing function within the range of a constant solid angle in a hemispherical locus, and the other spherical bearing has a spherical solid bearing in a hemispherical locus. Equipped with a bearing function within the range of a constant solid angle and a shift function at a constant solid angle,
片側の走行卜口リ一は、 保持するシフ卜機能を備えた球面軸受機構部と前記ガ 一ダーレールに連結固定された前記シャフ卜の先端に取付けされたシャフトへッ ドとの間にコイルバネを配置し、 前記コイルパネの伸縮によって、 前記球面軸受 の前記シャフ 卜上のシフト運動を緩和吸収するシフトァブソーバーュニッ トを備 え、 One side of the drive shaft is provided with a coil spring between a spherical bearing mechanism having a shift function for holding and a shaft head attached to the tip of the shaft fixedly connected to the guide rail. Arranged, by the expansion and contraction of the coil panel, the spherical bearing A shift-absorber unit for relaxing and absorbing the shift movement on the shaft,
更に建物軀体装着の場合において、 前記走行レールは折りたたみ式走行レール であり、 伸縮調整機構付支拄及び伸縮調整機構付方杖を有することを特徴とする 簡易クレーンつ  Further, in the case of mounting on a building, the traveling rail is a foldable traveling rail, and has a support with a telescopic adjustment mechanism and a cane with a telescopic adjustment mechanism.
4 . 走行レールとほぼ直角に交わったガ一ダ一レールが、 両走行卜口リーに保 持され、 前記走行レールに沿って走行移動し、 前記ガーダ一レールに搭載された 横行トロリーは、 ホイスト及びチヱーンブロックを吊り下げ、 前記ガーダーレ一 ルに沿って横行移動する簡易クレーンにおいて、  4. A girder rail that intersects the traveling rail at a right angle is held by both traveling entrances, travels along the traveling rail, and the traversing trolley mounted on the girder rail is a hoist. And a simple crane that hangs the chain block and traverses along the girder rail,
前記両走行トロリーと前記ガ一ダーレ一ル連結部の保持機構において、 (ィ) 前記ガーグ一レールは連結固定されたシャフトを有し、  In the holding mechanism of the traveling trolley and the girder rail connecting portion, (a) the garg rail has a shaft fixed and connected,
(口) 前記両走行ト口リ一の保持している片方の球面軸受は半球状軌跡の中で の定立体角度の範囲での軸受機能を有し、 他方の球面軸受は半球状軌跡の中での 定立体角度の範囲での軸受機能及び定立体角度でのシフト機能を備え、  (Mouth) One of the spherical bearings held by the two running ports has a bearing function within a constant solid angle within a hemispherical locus, and the other spherical bearing has a spherical function within a hemispherical locus. With a bearing function within the range of a constant solid angle and a shift function at a constant solid angle,
片側の走行ト口リ一は、 保持するシフト機能を備えた球面軸受機構部と前記ガ 一ダーレ一ルに連結固定された前記シャフ卜の先端に取付けされたシャフトへッ ドとの間にコイルパネを配置し、 前記コイルパネの伸縮によって、 前記球面軸受 の前記シャフト上のシフト運動を緩和吸収するシフトァブソーバーュニッ 卜を備 え、  One of the running ports is provided with a coil panel between a spherical bearing mechanism having a shift function for holding and a shaft head attached to a tip of the shaft fixedly connected to the girder rail. A shift-absorber unit for relaxing and absorbing a shift movement of the spherical bearing on the shaft by expansion and contraction of the coil panel;
前記走行レ一ルは折りたたみ式走行レ一ルであり、  The traveling rail is a folding traveling rail,
更に足場装着の場合において、 被取付構造体の一部である足場パイプ及び伸縮 調整機構付方杖を有することを特徴とすることを特徴とする簡易クレーン。  Further, in the case of mounting on a scaffold, a simple crane characterized by having a scaffold pipe and a cane with an expansion / contraction adjustment mechanism, which are part of the attached structure.
5 . 前記走行レ一ルは曲率半径の異なる走行レールであることを特徴とする前 記請求の範囲第 1項乃至第 4項の内、 いずれか 1項による簡易クレーン。  5. The simple crane according to any one of claims 1 to 4, wherein the traveling rails are traveling rails having different radii of curvature.
PCT/JP1999/006402 1998-12-04 1999-11-17 Simplified crane WO2000034171A1 (en)

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JP10/361874 1998-12-04

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CN108750937A (en) * 2018-06-19 2018-11-06 广州文冲船厂有限责任公司 The method for dismounting of gantry crane flexible leg

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JP7083108B2 (en) * 2018-06-08 2022-06-10 東日本旅客鉄道株式会社 Railroad rail loading and unloading equipment

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CN108750937A (en) * 2018-06-19 2018-11-06 广州文冲船厂有限责任公司 The method for dismounting of gantry crane flexible leg
CN108750937B (en) * 2018-06-19 2020-04-07 广州文冲船厂有限责任公司 Method for disassembling flexible leg of gantry crane

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