WO1995006794A1 - Plateforme de construction - Google Patents

Plateforme de construction Download PDF

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Publication number
WO1995006794A1
WO1995006794A1 PCT/AU1994/000509 AU9400509W WO9506794A1 WO 1995006794 A1 WO1995006794 A1 WO 1995006794A1 AU 9400509 W AU9400509 W AU 9400509W WO 9506794 A1 WO9506794 A1 WO 9506794A1
Authority
WO
WIPO (PCT)
Prior art keywords
deck
construction platform
platform according
support structure
movable
Prior art date
Application number
PCT/AU1994/000509
Other languages
English (en)
Inventor
John Clement Preston
Original Assignee
John Clement Preston
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=3777164&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=WO1995006794(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by John Clement Preston filed Critical John Clement Preston
Priority to AT94926058T priority Critical patent/ATE293195T1/de
Priority to AU76058/94A priority patent/AU680683C/en
Priority to DE69434331T priority patent/DE69434331C5/de
Priority to EP94926058A priority patent/EP0715672B1/fr
Publication of WO1995006794A1 publication Critical patent/WO1995006794A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/166—Landings, receiving platforms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings

Definitions

  • the invention relates to construction platforms, that is to say temporary landings which in use extend away from an exterior face of a multi-storey building under construction.
  • One previously proposed platform comprises a pair of generally parallel, co-extensive, transversely spaced apart, horizontal beams which extend outwardly from a floor of a building under construction, a landing floor extending between the beams, and a safety rail extending about the outer free edges of the platform.
  • the beams comprise supported portions that are fixedly secured on a floor of the building and cantilever portions that project from the building and carry the landing floor.
  • Each beam may be so secured in position by at least two length adjustable struts which extend between a portion of the beam contacting one floor and an adjacent (usually the next above) floor of the building.
  • inboard and outboard are used hereinafter with reference to a building, in the sense that items designated as inboard are disposed, when in use, within the perimeter of a relevant floor of the building, whereas items designated as outboard project from the building when in use and are disposed outside of that perimeter.
  • the terms are similarly used to designate the positions for the time being of movable items that may be inboard at one time and outboard at another.
  • the invention attains that objective by providing construction platforms of the kind having a retractable deck including locking devices for retaining the movable deck in selected operating positions and wherein the deck is bounded along its outboard edges by safety barriers irrespective of its position.
  • the invention provides retractable deck type construction platforms as aforesaid wherein the entirety of the outboard portion of the platform is retractable to an inboard position.
  • the invention consists in a construction platform comprising a stationary support structure adapted to be fixedly secured to a floor of a building under construction, a landing deck having an outermost edge carried by said support structure and able to move to and fro between at least one inboard and at least one outboard position relative to the building, immobilising means to releasably lock the deck in said at least one outboard position, and safety barrier means movable with the deck and extending along its said outermost edge.
  • the support structure comprises stationary cantilever beams on which the movable deck may ride and which support the deck in the outboard position.
  • the safety barrier means may comprise fixed safety railings or walls extending along those beams and swing mounted, lockable gates extending (when closed) along the outermost edge of the deck and moving therewith.
  • a self supporting deck may extend as a cantilever from the support structure when in its outboard position.
  • the safety barrier means may comprise safety barriers extending along the side edges and the outermost edge of the deck and moving therewith.
  • Figure 1 is a perspective view of three construction platforms according to the invention having retractable landing decks supported by a partly outboard support structure comprising semi-permanently erected beams.
  • Figure 2 is a perspective view of the platforms of Figure 1 shown as used to load and unload a truck.
  • Figure 3 is a perspective view of portion of a cantilever beam and deck immobilising means, being components of a platform of the kind depicted in figure 1.
  • Figure 4 is a cross section taken on line 4-4 of Figure 3, illustrating the immobilising means in the locked position.
  • Figure 5 is a view similar to figure 4 illustrating the immobilising means in the unlocked position.
  • Figure 6 is a perspective layout of a platform of the kind depicted in figure 1 with an electrically powered deck drive means.
  • Figure 7 is a detail view from one side of the portion of figure 7 included within the enclosure marked 7 in that figure.
  • Figure 8 is a view similar to figure 7 showing a drive means, being a component of the platforms of figure 1.
  • Figure 9 is a detail front elevation of guide and support means for a retractable deck, being components of a platform of the kind depicted in figure 1.
  • Figure 10 is a perspective view of an electrically powered friction drive means, being components of a platform of the kind depicted in figure 1.
  • Figure 11 is a view similar to figure 10 of an alternative drive means incorporating a rack and pinion mechanism which is electrically, mechanically or hydraulically powered.
  • Figure 12 is a perspective view of an end portion of a platform of the kind illustrated in figure 1 with its deck fully extended and braced for use, but with its end safety barrier omitted.
  • FIGs 13 and 14 illustrate details of bracing means, being components of the platform illustrated in Figure 12.
  • Figure 15 is a perspective view of an end portion of another embodiment of a platform according to the invention of the kind shown in figure 1.
  • Figure 16 is a perspective view of a brace element and a pair of length adjustable struts being components of a platform in accordance with the invention.
  • Figure 17 is an exploded perspective view of the brace element and the pair of struts illustrated in Figure 16.
  • Figure 18 is a perspective view of a another construction platform according to the invention having a fully inboard support structure and a fully retractable landing deck.
  • Figure 19 is a top plan elevation of the platform of Figure 18.
  • Figure 20 is a side view of the platform of Figure 18.
  • Figure 21 is a perspective view of a plank located between two length adjustable struts, being components of the platform of figure 18.
  • Figure 22 is a side elevation of a base plate and roller arrangement, being components of the platform of figure 18.
  • Figure 23 is a section taken on line 23-23 of Figure 22, drawn to a smaller scale.
  • Figure 24 is a perspective view of a portion of a base and rollers, being components of the subject matter of figure 18.
  • Figure 25 is an elevation of a deck strut and a support structure strut and deck drive means, being components of the platform of figure 18.
  • FIG 26 is a perspective detail view of deck drive means including an electric motor or a hydraulic motor in conjunction with a rack and pinion, being components of the platform of figure 18 drawn to a larger scale.
  • Figure 27 is a view similar to figure 26 of an alternative deck drive means.
  • Figure 28 is a perspective view of three fully retractable platforms of another embodiment of the invention.
  • Figure 29 is a side view of two of the platforms depicted in
  • Figure 30 is a top plan elevation of one of the platforms depicted in Figure 28.
  • Figure 31 is a front view of one of the platforms depicted in Figure 28, but with struts omitted.
  • Figure 32 is a cross-sectional detail view of a support structure beam and part of a retractable deck carried thereby, according to another embodiment of the invention.
  • Figure 33 is a perspective view of a platform according to the invention in combination with a chute assembly.
  • Figure 34 is a perspective view of three platforms according to figure 33 in combination with the chute assembly of that figure.
  • each platform 100 comprises a semi-permanently erected stationary support structure comprising side rails or beams 102 and a movable landing deck 103 which is supported by and travels upon the beams 102 on rollers or bearings as described in more detail hereinafter.
  • the deck 103 may be shifted between an inboard position (as shown in the two uppermost platforms of the figure) and an outboard position (as shown in the bottom platform of the figure), so that a load can be lifted straight through to the overhead rail 101.
  • Each platform 100 further comprises safety barrier means comprising side walls 104 extending along at least the outboard portions of the beams 102 and folding or swinging doors 105 mounted on the deck 103.
  • An end gantry 105 may be required to support the far end of the rail 101.
  • FIG. 2 shows this type of construction platform permitting a load to be picked up from, or delivered to, a truck 106.
  • each platform is secured in place by telescopic struts 107 which may be located in pairs on either side of the platform and which may be manually or otherwise extended to secure the inboard portions of the beams 102 between floors of the building.
  • FIGS 3 to 17 inclusive illustrate in greater detail the embodiment of the invention appearing in figure 1.
  • the rear portion 7 of one of the support structure beams 102 may partially house electrical components depicted in Figures 7 and 8, being a drive motor 108, operating switches 109 and a rear limit switch 110 for shutting off the motor 108 of the drive means which advances and retracts the movable deck 103.
  • the platform may also include a front limit switch 111 and various locking pins 112 for immobilising the deck in predetermined positions of use.
  • a rear security gate or chain 113 may also be provided.
  • the deck 113 may comprise substantial
  • FIG. 10 illustrates the drive means of the embodiment now being described.
  • Those means comprise the electric 108 or other motor driving a driving wheel 118 through a right angled gearbox 119 mounted on a beam 102.
  • the wheel 118 has a high friction surface to minimise slip between it and the floor panel 116.
  • This friction drive mechanism further includes an adjusting or tensioning screw 120 which is used to increase or decrease the amount of pressure exerted by the wheel 118 on the deck floor 116.
  • the friction roller 118 is held on a pivoting bracket 121 which is raised or lowered by adjustment of the tension screw 120.
  • Figure 11 illustrates an alternative drive means for shifting the deck 103.
  • the drive motor and gear box mounted on the beam 102 turns a pinion of a rack and pinion pair 122.
  • the pinion is mounted for rotation about a fixed vertical axis and engages a longitudinally extending rack on the rail 114 through a slot in the web of the beam 102.
  • Rotation of the pinion gear causes the deck 103 to advance and retract.
  • Guide rollers 123 and 124 prevent the rack and pinion from becoming disengaged, and wheel 125 supports the weight of the deck and provides for its free movement.
  • FIGS 3, 4 and 5 illustrate in greater detail a preferred embodiment of a locking mechanism, being an immobilising means of the embodiment of the invention now being described.
  • the illustrated mechanism comprises a latch bolt 126, a bolt guide 127 and a clip 128 to hold the bolt 126 in a retracted inoperative position.
  • Figure 4 illustrates the locking mechanism in an operative position with bolt 126 extending through openings in the top and bottom flanges of support beam 102, and through a hole in the edge margin of the movable deck 103 when the hole and openings are brought into register thereby preventing relative sliding movement between the deck 103 and the beam 102.
  • Figure 5 illustrates the locking mechanism in an inoperative position with bolt 126 (in ghost outline) in a retracted position in engagement with the clip 157, thereby permitting relative sliding movement between the deck 128 and the beam 102.
  • a similar locking mechanism may be used as immobilising means in fully retractable platform embodiments in which the retractable beams of a sliding deck are slidably supported within respective stationary guides of an inboard support structure, to prevent relative movement therebetween.
  • FIGS 12, 13 and 14 illustrate details of the outer edge of the embodiment now being described, with the deck 103 in its outboard position of use.
  • bracing means for the platform comprising a pair of elongate stay elements 129, each having an end hinged by means of hinge joint 130 or otherwise pivotally mounted to a top edge of the exposed end of the retractable deck 103.
  • the other end of each of the stay elements 129 is releasably fastened or secured to a respective safety wall 104.
  • the latter securement may be effected by the releasable fastening means shown in more detail by Figures 13 and 14 comprising a tongue 131 having one end welded or otherwise attached to the stay element 129 thereby to extend substantially perpendicular to the longitudinal axis of the stay element 129.
  • the tongue 131 has an opening 132 piercing it near its other end.
  • To fasten the stay element 129 to the safety wall 104 the tongue 131 is positioned to extend through an aperture 133 in an upright member 134 to enable a latch pin 135 having a hooked end 136 is then driven into said opening 132 thereby releasably securing the stay element 129 to the safety barrier wall 104.
  • the latch pin 135 also extends through a clearance hole in a substantially horizontal member 137 of the wall 104 with the hooked end 136 hooked thereover.
  • the bracing means further comprise locating holes 138 in end plates 139 applied to the beams 102 adapted to receive pins 140 protruding from the front edge of the deck 103. Those pins 140 thus constitute the third points of triangular constructions positively bracing the deck 103 and the beams 102 into a rigid entity.
  • Figure 15 shows an alternative bracing structure wherein the simple pins 140 are replaced by tongues 141 adapted to pierce slots in the end plates and thereafter accept cotter pins 142 to lock the deck in place and provide further immobilising means.
  • the end edge of the deck 103 is able to be closed by means of doors 114, detachably hinged to the walls 104.
  • doors 114 detachably hinged to the walls 104.
  • the gates and/or chain 113 at the inboard end of the deck is/are primarily relied upon as a safety measure.
  • FIGS 16 and 17 illustrate a pair of struts 143, such as struts 107, together with a releasably secured strut brace 144 to impart rigidity and stability to the strut structure.
  • Each strut 143 comprises a Rectangular Hollow Section (RHS) member 145, a manually adjustable jack screw 146 with one end extending into the hollow core of tubular member 145, wing nut 147, floor or beam abutment means 148 at the other end of screw 146 and a bracket member 149.
  • RHS Rectangular Hollow Section
  • Said bracket member 149 comprises a tubular abutment member 150 of substantially the same cross section and dimensions as member 145, disposed within a sleeve 151 of substantially the same cross sectional shape but of larger dimensions, formed so that the bracket member 149 fits neatly over and sits on the end of the tubular member 145.
  • a flange 152 projects from the sleeve 151.
  • the flange 152 provides a mounting for the ends of brace element 144.
  • the brace element 144 is in the form of an elongate C-section structural member.
  • the brace element 144 is mounted to the bracket member 149 by fastening means, for example the nut and bolt illustrated in Figure 17.
  • a construction platform having a self supporting cantilever landing deck 200 may be provided.
  • the deck 200 may be fully extended to an outboard position or retracted to an inboard position using human, electrical, hydraulic or other forms of power, whereupon no portion of the platform is outboard of the building, as the landing deck 200 is carried by an entirely inboard stationary support structure 201.
  • the support structure 201 comprises extendable struts 202 and supports the retractable deck 200 on rollers or the like. It also comprises drive means for shifting the deck 200.
  • Those drive means may include braking devices to immobilise the deck, or may be self- locking when de-energised, in which event the immobilising means may merely comprise manually operable on-off switches or the like for the drive means.
  • the deck 200 comprises a deck floor 203, retractable beams 204 to which the floor 203 is fastened, safety walls 205, folding or swinging gates 206, and telescopic or otherwise extendable struts 207.
  • Two of the struts 207 are located at the extreme rear of the deck 200.
  • the struts 207 are shortened when the deck 200 is being shifted between its fully inboard and partly outboard extreme positions. Once the deck 200 is in its outboard position, the struts 207 are extended to firmly secure the landing deck 200 between two floors of a building under construction.
  • the inboard support structure 201 comprises four length adjustable struts 202 which lie generally outside of the struts 207 of the movable deck 200. These struts 202 are extended to secure the support structure 201 in place when the platform is erected, and remain in place until the platform is no longer required.
  • the support structure 201 comprises drive means for shifting the deck 200. These drive means may comprise an electric or hydraulic motor 208 or a gearbox 209 suitable for hand cranking.
  • Each of the struts 202 may be welded to a base plate 210 (see figure 25) of, for example, 10 or 20mm steel plate, and each base plate 210 preferably traps rollers 211 (see figures 22, 23 and 24) or bearings which allow the movable deck 200 to be driven to and fro without excessive friction.
  • Both the support structure 201 and the movable deck 200 may include horizontal planks 212 (see figure 21) conveniently located between upright struts so a person can step onto the plank 212 and adjust the length of the struts, as required.
  • each base 210 may have anti-friction rollers or bearings 211 incorporated into it.
  • the bearings 211 are partially recessed within the base 210 and the base is welded to or attached to the bottom ends of the struts 202.
  • the retractable beams 204 are I-beams of conventional cross-section.
  • each beam 204 comprises a central web 214, a top flange (not shown) and a bottom flange 215.
  • the bottom flange 215 is provided with a system of detents 216.
  • Each detent 216 comprises a central opening 217 and ramped surfaces 218 on each side of the opening 217.
  • the beam 204 is advanced past a ramp 218 it rolls on the rollers 211.
  • the underside 219 of the beam 204 rests on the top surface 220 of the base 210 when the roller 211 is within a detent 216.
  • the detents 216 are positioned to correspond with the predetermined use positions of the deck 200.
  • a deck strut 207 is shown as fixed above the I-beam 204.
  • a support structure strut 202 is welded or otherwise joined to the base plate 210.
  • the deck I-beams 204 may move to and fro on the rollers or bearings 211 as discussed with reference to Figures 22, 23 and 24.
  • an electric motor 208 is used to drive a pinion gear 221 which engages a rack 222 which is integrated into an upper surface of the bottom flange 215 of the I-beam 204. This arrangement is shown in more detail in Figure 26.
  • an electric or hydraulic motor 208 may be used to directly or indirectly drive a pinion 221 , which pinion 221 engages a rack gear 222.
  • the rotation of the motor 208 results in a linear motion of the deck I-beams 204.
  • a hand operated device 209 is also suitable, the device 209 being provided with a hand crank 223 and a suitable reduction gearbox 224.
  • the gear box is a self locking worm and wheel so that it also constitutes immobilising means for the deck.
  • FIGS 28, 29, 30 and 31 illustrate another embodiment of fully retractable platforms wherein each platform comprises a support structure 300 and a movable deck 301.
  • the stationary support structure 300 comprises a pair of stationary guides in the form of two substantially parallel, transversely spaced I-beams 302, each releasably secured by a pair of length adjustable struts 303 to the floor of a building.
  • the struts 303 extend between the underside of one floor and the upper surface of said beams 302 to secure the beams 302 between adjacent floors.
  • Each strut 303 is located towards an end of each guide beam 302.
  • Each guide beam 302 is preferably an I-beam or channel.
  • the movable deck 301 comprises a pair of substantially parallel movable beams 304 of similar cross-section to that of the guide beams 302 but of smaller dimension, so that the movable beams 304 may be ensconced within and move longitudinally along respective channels defined by the guide beams 302, a deck floor 305 mounted to and extending between the beams 304, safety railings 306 and folding or swing gates 307.
  • the guide beams 302 are about half the length of the movable beams 304 and are emplaced within a building so as not to extend outside the face of the building.
  • the deck 301 is advanced or retracted manually using a hand cranked mechanical device 308.
  • the deck 301 may be fully retracted whereby not to extend outside the face of the building, or may be advanced fully to the outboard position illustrated, or may be advanced to an intermediate extent.
  • Figure 32 illustrates retaining means to prevent separation of a movable deck 400 from stationary guide beams 401 (one beam only is illustrated) other than in the axial direction of the beams 401.
  • Figure 32 illustrates one stationary I-beam 401 and an edge of the movable deck 400 which is axially slidable within a channel 402 of beam 401 but not separable therefrom in a non-axial direction.
  • Said retaining means is in the form of a number of retaining members 403 provided along each beam 401 and a retaining flange 404 provided along the edges of the deck 400 facing the beams 401.
  • the channel groove of each I-beam 401 accommodating an edge of the deck 400 is provided with said retaining members 403 at intervals along its length.
  • the flange 404 may be releasably fastened to the deck 400 by fasteners, such as nuts and bolts 406, or may otherwise be fixed thereto.
  • Said retaining members 403 are preferably welded to the beam 401.
  • Each retaining member 403 has a recess 403 in its lower edge margin forming a cavity between itself and the web of the beam 401.
  • the flange 406 extends into those cavities thereby preventing separation of the deck 400 from the beam 401 in a non-axial direction.
  • the member 403 also supports a roller bearing 405 making rolling contact with the flange 404.
  • the web of the beam 401 is provided with a number of pairs of roller bearings 407 spaced apart along its length making rolling contact with the flange 404.
  • a number of load bearing rollers 408 are also provided along the respective lower edge margins of the deck 400 to rolling contact with the upper surface of the lower flanges of the I-beams 401.
  • Each retaining member 403 may be pierced by a hole 409 for use as an eyelet for a sling hook to facilitate lifting and handling of the beams 401.
  • FIG 33 illustrates a platform 500 in combination with a rubbish disposal chute 501.
  • the safety barrier 502 of the platform 500 is provided with a set of gates 503 adapted to open onto an aperture 504 in the side wall of the chute 501 facing the platform 500.
  • the chute 501 is releasably attached to said safety barrier 502 and as illustrated in Figure 34 is adapted to be included in a chute assembly comprising a plurality of such chutes in a vertical stack, wherein each communicates with a neighbour or neighbours to form a continuous duct through which material may be delivered to a bin 506.
  • the chutes 501 may be formed of plastics or metal material.
  • Figure 34 illustrates three platforms 500 in combination with a chute 501.
  • the illustrated assembly of chutes 501 is releasably attached to each of the three platforms 500.
  • the gates 503 of the respective safety barriers 502 Prior to retraction of the deck of one or more of platforms 500 the gates 503 of the respective safety barriers 502 may be closed and the deck of the platform 500 may then be retracted safely without interfering with the operation of the chute assembly or any other platform 500. Further, in the case of partial retraction, the gates 503 of any one safety barrier 502 may be relocated therealong to another position to coincide with the chute aperture 504. Further still, the assembly of chutes 501 does not interfere with the use of any one or more of the platforms 500.
  • the bottom platform 500 may be used as a loading platform, while the decks of the two upper platforms 500 are partially retracted and are used in combination with the chute assembly for rubbish removal.

Abstract

Une plateforme de construction comprend une structure de support fixe (300) comprenant deux poutres de guidage et quatre entretoises de longueur réglable (303) qui permettent de fixer les poutres de guidage entre les planchers adjacents d'un immeuble en construction, un tablier (301) porté par la structure de support et pouvant se déplacer avec un mouvement de va-et-vient entre au moins une position intérieure et au moins une position extérieure par rapport au bâtiment, de moyens d'entraînement permettant de déplacer le tablier ou pont d'atterrissage entre ces positions, des moyens d'immobilisation verrouillant de manière libérable le pont dans au moins une position extérieure, et des moyens de barrière de sécurité (306, 7) s'étendant tout autour de la périphérie du pont. Dans certains modes de réalisation, les poutres de guidage s'étendent en porte-à-faux par rapport au bâtiment et restent ainsi lorsque le pont est tiré vers l'intérieur. Dans d'autres modes de réalisation, le pont s'étend en position de porte-à-faux autoportante dans la position extérieure, et rien ne dépasse du bâtiment lorsque le pont est à l'intérieur.
PCT/AU1994/000509 1993-08-30 1994-08-30 Plateforme de construction WO1995006794A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT94926058T ATE293195T1 (de) 1993-08-30 1994-08-30 Baustellen plattform
AU76058/94A AU680683C (en) 1993-08-30 1994-08-30 Construction platform
DE69434331T DE69434331C5 (de) 1993-08-30 1994-08-30 Baustellen plattform
EP94926058A EP0715672B1 (fr) 1993-08-30 1994-08-30 Plateforme de construction

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AUPM0921 1993-08-30
AUPM092193 1993-08-30

Publications (1)

Publication Number Publication Date
WO1995006794A1 true WO1995006794A1 (fr) 1995-03-09

Family

ID=3777164

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AU1994/000509 WO1995006794A1 (fr) 1993-08-30 1994-08-30 Plateforme de construction

Country Status (7)

Country Link
EP (1) EP0715672B1 (fr)
CN (1) CN1069728C (fr)
AT (1) ATE293195T1 (fr)
CA (1) CA2170127A1 (fr)
DE (1) DE69434331C5 (fr)
SG (1) SG47929A1 (fr)
WO (1) WO1995006794A1 (fr)

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ES2160001A1 (es) * 1998-02-17 2001-10-16 Perez Antonio Navarro Plataforma portatil para descarga de materiales para construccion.
WO2002097218A3 (fr) * 2001-05-25 2003-03-06 Dorman Long Access Systems Ltd Plate-forme de travail roulante
US7070020B2 (en) * 1997-05-16 2006-07-04 John Clement Preston Partly retractable construction platform
EP1775255A1 (fr) * 2005-10-13 2007-04-18 OMCI Attachments S.r.l. Plate-forme de travail extensible
ES2306549A1 (es) * 2005-08-04 2008-11-01 Israel Herrero Cuesta Dispositivo para el transporte de materiales en obras de construccion.
WO2008155434A1 (fr) * 2007-06-19 2008-12-24 Conjunto De Seguridad Basic, S.A. Plate-forme coulissante perfectionnée destinée à la construction
WO2009098496A1 (fr) * 2008-02-06 2009-08-13 Xena Systems Limited Système de transport de charge
CN102661033A (zh) * 2012-05-14 2012-09-12 佛山市南海保达建筑机械设备有限公司 抽屉式建筑受料平台
JP2013087502A (ja) * 2011-10-19 2013-05-13 Taisei Corp 外壁材取付システム
US20150152656A1 (en) * 2012-07-09 2015-06-04 Gumboots Nominees Pty Limited Load carrying platform shuttle
US9255416B1 (en) 2015-03-02 2016-02-09 Eric Snell Construction hoist system
US10106995B2 (en) 2015-03-02 2018-10-23 Odin, Llc Deck for use in construction
US20200347622A1 (en) * 2017-11-03 2020-11-05 Link Lift IP Pty Ltd Hoist platform system for multi-floor building construction
US10934727B2 (en) 2015-03-02 2021-03-02 Odin, Llc Deck hoist and basket for use in construction

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CN102828609A (zh) * 2012-09-24 2012-12-19 中国建筑股份有限公司 建筑施工悬挑式移动落料平台
CN103669820B (zh) * 2013-12-13 2015-11-04 中建三局第一建设工程有限责任公司 一种调节顶模体系挂架尺寸装置及方法
AU2015207661B2 (en) * 2014-01-16 2016-09-29 Gumboots Nominees Pty Limited Load carrying platform shuttle
CN105152104B (zh) * 2015-09-08 2017-05-03 中国十七冶集团有限公司 一种升降式可收缩的吊栏架
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MX2017009909A (es) * 2017-07-31 2019-02-08 German Becerril Hernandez Sistema automatizado de construccion robotizado y metodo de construccion.
CN107524309B (zh) * 2017-09-29 2019-08-02 中建二局第二建筑工程有限公司 一种改进型建筑施工架
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CN112411740A (zh) * 2020-11-23 2021-02-26 赵俊杰 一种基于自动控制技术的阳台浇筑安全保障技术方案
CN112502420B (zh) * 2020-12-08 2022-11-08 深圳市华远建筑工程设计有限公司 一种用于建筑施工的防护平台

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US7070020B2 (en) * 1997-05-16 2006-07-04 John Clement Preston Partly retractable construction platform
US7815014B2 (en) 1997-05-16 2010-10-19 Preston John C Partly retractable construction platform
ES2160001A1 (es) * 1998-02-17 2001-10-16 Perez Antonio Navarro Plataforma portatil para descarga de materiales para construccion.
WO2002097218A3 (fr) * 2001-05-25 2003-03-06 Dorman Long Access Systems Ltd Plate-forme de travail roulante
ES2306549A1 (es) * 2005-08-04 2008-11-01 Israel Herrero Cuesta Dispositivo para el transporte de materiales en obras de construccion.
EP1775255A1 (fr) * 2005-10-13 2007-04-18 OMCI Attachments S.r.l. Plate-forme de travail extensible
WO2008155434A1 (fr) * 2007-06-19 2008-12-24 Conjunto De Seguridad Basic, S.A. Plate-forme coulissante perfectionnée destinée à la construction
GB2457236B (en) * 2008-02-06 2012-10-10 Xena Systems Ltd Load transportation system
WO2009098496A1 (fr) * 2008-02-06 2009-08-13 Xena Systems Limited Système de transport de charge
JP2013087502A (ja) * 2011-10-19 2013-05-13 Taisei Corp 外壁材取付システム
CN102661033A (zh) * 2012-05-14 2012-09-12 佛山市南海保达建筑机械设备有限公司 抽屉式建筑受料平台
CN102661033B (zh) * 2012-05-14 2014-08-06 佛山市南海保达建筑机械设备有限公司 抽屉式建筑受料平台
US20150152656A1 (en) * 2012-07-09 2015-06-04 Gumboots Nominees Pty Limited Load carrying platform shuttle
US9765536B2 (en) * 2012-07-09 2017-09-19 Gumboots Nominees Pty Limited Load carrying platform shuttle
US9255416B1 (en) 2015-03-02 2016-02-09 Eric Snell Construction hoist system
US9790696B2 (en) 2015-03-02 2017-10-17 Odin, Llc Deck with a slidable platform
US10106995B2 (en) 2015-03-02 2018-10-23 Odin, Llc Deck for use in construction
US10934727B2 (en) 2015-03-02 2021-03-02 Odin, Llc Deck hoist and basket for use in construction
US20200347622A1 (en) * 2017-11-03 2020-11-05 Link Lift IP Pty Ltd Hoist platform system for multi-floor building construction
EP3704054A4 (fr) * 2017-11-03 2021-08-11 Link Lift IP PTY Ltd Système de plate-forme élévatrice pour construction de bâtiments multi-étages

Also Published As

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EP0715672A1 (fr) 1996-06-12
DE69434331T2 (de) 2006-03-23
ATE293195T1 (de) 2005-04-15
DE69434331C5 (de) 2010-04-08
CN1133078A (zh) 1996-10-09
EP0715672B1 (fr) 2005-04-13
CA2170127A1 (fr) 1995-03-09
DE69434331D1 (de) 2005-05-19
CN1069728C (zh) 2001-08-15
EP0715672A4 (fr) 1997-01-02
SG47929A1 (en) 1998-04-17

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