EP3015623B1 - Method and apparatus for assembly of a shoring tower - Google Patents

Method and apparatus for assembly of a shoring tower Download PDF

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Publication number
EP3015623B1
EP3015623B1 EP15191576.6A EP15191576A EP3015623B1 EP 3015623 B1 EP3015623 B1 EP 3015623B1 EP 15191576 A EP15191576 A EP 15191576A EP 3015623 B1 EP3015623 B1 EP 3015623B1
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EP
European Patent Office
Prior art keywords
shoring
deck
level
lifting
holding tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP15191576.6A
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German (de)
English (en)
French (fr)
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EP3015623A1 (en
Inventor
Michael Becker
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huennebeck Deutschland GmbH
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Huennebeck GmbH
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Publication date
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Priority to PL15191576T priority Critical patent/PL3015623T3/pl
Publication of EP3015623A1 publication Critical patent/EP3015623A1/en
Application granted granted Critical
Publication of EP3015623B1 publication Critical patent/EP3015623B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/007Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/14Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings
    • E04G5/147Railings specially adapted for mounting prior to the mounting of the platform
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49616Structural member making
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49616Structural member making
    • Y10T29/49623Static structure, e.g., a building component
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49616Structural member making
    • Y10T29/49623Static structure, e.g., a building component
    • Y10T29/49625Openwork, e.g., a truss, joist, frame, lattice-type or box beam
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/49Method of mechanical manufacture
    • Y10T29/49616Structural member making
    • Y10T29/49623Static structure, e.g., a building component
    • Y10T29/49625Openwork, e.g., a truss, joist, frame, lattice-type or box beam
    • Y10T29/49627Frame component

Definitions

  • the invention concerns a method for assembly of a shoring tower as well as a set comprising a lifting and holding tool and a shoring tower.
  • Shoring towers can be used depending on design and load bearing capacity as working or protection scaffold for providing a work platform for workers for example at buildings as well as load-bearing scaffold or support frame for shoring beams for building a variable supporting structure for buildings, bridges or other constructions.
  • a shoring of interconnected shoring struts and supports in form of for example pipe profiles are assembled level by level until the needed height is reached.
  • commonly accessible areas or platforms are generated by means of decks mounted in the shoring, which serve for the assembly and disassembly of the shoring tower itself as well as a working platform for work on an adjoining building at for example a facade scaffold.
  • Shoring towers can have heights in which sometimes appear such strong gusts of wind that can detach or take off decks. This does not only cause a high risk of injury due to falling down decks, but also increased effort during assembly and disassembly.
  • the document EP2557252A1 discloses an assembly deck and method for safe erection of a lead bearing scaffold tower. Deck elements 12 with hooks 34 being arranged only at one front side are disclosed, wherein scaffold bars 20, 21 are mounted via articulated joints firmly to the deck element 12, i.e. detaching the articulated joint during assembly is neither possible nor intended.
  • the second railing element 16 has also hooks 36.
  • a deck element 12 can thereby be mounted on a bar of the shoring tower, namely by means of hooks 34 being directly at the one front side of the deck element 12 as well as the hooks 36 of the second railing element 16, which is mounted to the deck element 12 by articulated joint at the other front side of the deck element 12.
  • a single deck element 12 is therefore always mounted at the same time to two shoring levels (I, II) and on one side only through the railing element 16 indirectly connected to the shoring, so that wobbling can occur during accessing. Furthermore, half of the weight is absorbed by the articulated joint during accessing the deck element 12, which can result in a comparatively little life span.
  • the front side is firstly mounted with the hooks 34 on the bar in the next higher shoring level. Subsequently, the second railing element 16 is moved and mounted accordingly with the hooks 36 to the next higher shoring level.
  • deck element 12 As the deck element 12 is mounted by an articulated but not detachable joint with the railing elements 14, 16, handling and transportation to the assembly operator inside of the shoring tower during assembly is made difficult. Furthermore, a deck element 12 has a high weight due to the firmly joint railing elements. Finally, due to the above described setup, only mechanism for securing take off is implemented, like for example spring pre-loaded hooks (see paragraph [0026]) or noses 40 (see paragraph [0039]), which require additional working steps.
  • the above described features known from the state of the art can be combined alone or in various combinations and are limited by the appended claims.
  • the objection of the invention is to provide a further developed method for assembly of a shoring tower as well as a further developed set comprising shoring tower and a lifting and holding tool for conducting the method.
  • the invention is based on the following insight: one imagine a deck 1 with one or two insertion hooks 3 each at the first front side 28 and the second front side 29, wherein the insertion hook 3 of the first front side 28 is hanged up on a particularly horizontal shoring strut.
  • the deck 1 shall now with the second front side 29 be swiveled upwards to the next higher shoring level I, II, III, IV about the shoring strut 27 on which the first front side is hanged up.
  • the insertion hook 3 of the second front side 29 will inevitably hit against a particularly horizontal shoring strut 27, which is located on the opposite side of said shoring strut 27 on which the first front side (area) is hanged up.
  • the deck element 12 of the teaching of document EP2557252A1 can basically provide a hook 34 at only one front side. Otherwise, a swiveling upwards as disclosed in document EP2557252A1 would not be possible due to collision with crossbars.
  • a detachable lifting and holding tool 20 which is hookable in and hookable out of a deck and which holds the first front side 28 of the deck 1 in an assembly distance 30 above the particularly horizontal shoring (level) strut 27, the swiveling path of the second front side 29 of the deck can be shifted upwards such that a collision with an opposed shoring strut 27 can be avoided very easily.
  • it is also basically enabled to swivel the lifting and holding tool 20 through an opening of the shoring towards outside so that the swiveling path of the second front side 29 can be shifted further away from the otherwise colliding shoring strut 27. In both cases, a swiveling up can thus be enabled and therefore a very fast and easy assembly be achieved.
  • a deck 1 can be provided with a very low weight.
  • the lifting and holding tool 20 can also be reused for assembly of further decks 1, 31. Additionally, an ergonomical moving up of a deck 1, 31 can be enabled. The prerequisites for an assembly method with advancing side protection and a very high operational safety are also achieved.
  • a deck can thus be assembled very robust, which will shake very few during accessing and therefore give a safe feeling to the user during accessing.
  • a deck 1 can furthermore achieve a very high wear resistance and long life span.
  • the assembly distance 30 at substantially vertical orientation of the lifting and holding tool 20, thus in an orientation of a freely on a shoring strut 27 hanging up lifting and holding tool 20 without hooked in deck 1, amounts to at least 5 cm, preferably 10 cm, and/or preferably at most 50 cm, preferred at most 20 cm.
  • an assembly distance 30 enables a swiveling upwards of a deck 1, 31 in a next higher shoring level as well as the above described advantageous effects.
  • an assembly distance of at least 5 cm, preferably 10 cm, and/or preferably at most 50 cm, preferred at most 20 cm has proven to be very advantageous in terms of a very simple, fast and ergonomical assembly.
  • the figures 6a to 6c show exemplarily prior working steps for erection of a shoring tower 26 based on the shown embodiment examples of the method.
  • a base frame with spindle foot - shoring level 0 - is assembled on an underground.
  • the shoring struts 27 are particularly provided by separate side railings, which comprises particularly the horizontal shoring struts 27, on which a deck 1, 31 is hanged up or a lifting and holding tool 20 can be hanged up.
  • a base frame with spindle feet and side railing is shown in figure 1 .
  • shoring struts 27 for a shoring level I, II and/or with the side railings or the base frame of the next lower shoring level 0, I.
  • At least one side railing of the side railings that are assembled on the base frame is in principle an entry frame, which provides an opening that is big enough to climb into the inner of the shoring tower 26.
  • the shown embodiment examples provide exactly the space (just enough) for two decks 1, 31 per shoring level 0, I, II, III, IV to form or provide an accessible, horizontal area.
  • a deck 31 is as shown in figure 6b now by hand hanged up respectively hooked on the corresponding horizontal shoring struts 27 in the intended insertion position of the first shoring level I.
  • the deck 31 is handed over through an opening in the side railing respectively between shoring struts from outside.
  • the lifting and holding tool 20 remains idly during said insertion of the deck 31.
  • the shoring level 0 in figure 6a can also be the upper area of a shoring strut 27 or side railing of a next lower shoring level 0, which is positioned already plenty of shoring levels above the underground and on which two decks 1, 31 have been inserted.
  • the above described working steps are also for this case the same.
  • a very simple and fast assembly can thereby be enabled. Furthermore, the prerequisites for enabling a very ergonomical body posture during assembly are obtained.
  • the deck 1 can thereby be moved respectively swiveled comfortably, ergonomically and easily passing by the horizontal shoring strut of the shoring level II without getting stuck with the insertion hook 3.
  • the hanged up lifting and holding tool 20 furthermore enables moving the deck 1 with the insertion hooks 3 passing over the horizontal shoring struts 27 and a lowering of the deck 1 for a vey easy hanging up.
  • the lifting and holding tool 20 can subsequently be temporarily hanged up on the horizontal shoring strut 27 of the third shoring level III ( Figure 6f ).
  • the deck 1 can thus be inserted very easily. Through engaging (grasping) of the lifting and holding tool 20 in an upper area, an additional stooping down can be entirely avoided.
  • a preferred embodiment of the method includes that two decks 1, 31, particularly not more than two decks 1, 31, can be inserted in one intended insertion position of a shoring level 0, I, II, III, IV and/or
  • shoring tower 26 Having two decks 1, 31 per shoring level enables providing a shoring tower 26 with very low number of parts compared to a high amount of decks per shoring level.
  • the shoring tower 26 can be assembled with very few effort.
  • a preferred embodiment of the method includes that an in the first shoring level I inserted neighboring deck 31 is used as working platform for moving up the deck 1 in the next higher second shoring level II according to the steps one to six and/or a deck 1 that has been before moved up in the second shoring level II is used as working platform for moving up the neighboring deck 31 from the first shoring level I in the next higher second shoring level II according to step seven.
  • Assembly of the deck 1 in the second shoring level II can thereby be conducted in a very ergonomical body posture from the neighboring deck 31 of the shoring level I. And by working from the already inserted deck 1 in the second shoring level II, an overhead assembly of the neighboring deck 31 in the second shoring level II can thus be avoided.
  • One embodiment of the method includes that the deck 1, 31 of step one and/or step seven has been before - as step 0 - inserted by hand in the intended insertion position of the first shoring level I for providing an horizontal area intended to be accessible.
  • assembly of decks can be enabled with ergonomic body posture in a very fast and easily.
  • a preferred embodiment of the method includes that an insertion of a deck 1, 31 by hand in an intended insertion position of a shoring level I can only be conducted, when the next lower shoring level 0 is covered fully with one or more decks 1, 31 or when the shoring level I is reachable from the underground.
  • Underground means the ground, on which the shoring tower is standing. From the underground reachable means, that an assembly operator standing on the underground can well reach the shoring level I with the hands so that he can insert a deck thereon.
  • a preferred embodiment of the method includes that only every second shoring level 0, II, IV is fully covered by one or more decks 1, 31 after completed assembly of the shoring tower 26.
  • a very fast erection of a shoring tower 26 can thereby be achieved.
  • the distance between two shoring levels I, II amounts to at least 95 cm, preferably 1 m, and/or at most 1,20 m, preferably at most 1,10 m. This has proven to be very advantageous in regards of simplicity, assembly time required and the reliability of the assembly method according to the invention.
  • One embodiment of the method includes that a deck 1, 31 is only inserted in an insertion position of a first shoring level I after an advancing side protection, particularly comprising shoring struts 27 preferably of a side railing ( figure 1 ), has been assembled at least up to the second shoring level II ( figure 6b ).
  • One preferable embodiment of the method includes that exactly two lifting and holding tools 20 are sufficient to assemble all decks 1, 31 of a shoring tower 26.
  • One preferable embodiment of the method includes that the lifting and holding tool 20 can be hooked in and hooked out of a deck 1 as the lifting and holding tool 20 can be hooked in or hooked out of a lifting lock 2 of the deck 1 - for locking of a deck 1 being inserted in an intended insertion position with the hanged up shoring strut 27 against unintended taking off -, which is arranged at a front side 28, 29 of the deck 1, wherein the lifting lock 2 is configured such that the deck 1 can be lifted and simultaneously be unlocked and/or inserted in an intended insertion position and simultaneously be locked.
  • the lifting lock 2 of the deck which is arranged particularly centered at a front site 28, 29 of the deck 1, preferably at each both front sites 28, 29 of the deck 1, is configured such that the lifting lock 2 can also at a resting deck 1 fall respectively switch from a detached position ( figure 3 ) into a locked position ( figure 4 ) only by force of gravity and/or the lifting lock 2 can switch from the locked position into the detached position by lifting the deck 1 through engaging at the lifting lock 2.
  • lifting lock 2 is used as grasp point (action point or lifting point) of the deck for lifting the deck 1.
  • a deck with lifting lock can be provided with few production expenses, which can furthermore be assembled and dissembled in a very easy and quick manner.
  • a lifting lock 2 which can fall by force of gravity from a detached position into a locked position, can also be locked and unlocked above or below the decks 1,31 very easily by manual force. Furthermore, a very high safety against unwanted detaching of the deck 1, 31 particularly under lifting forces for example resulting from wind.
  • a deck 1, 31 can thereby be provided, which can be brought manually into the detached position from upside like downside for insertion respectively assembly or disassembly. At the same time, the prerequisite for usage of a lifting and holding tool can be achieved, which allow very fast and simple assembly or disassembly.
  • the lifting lock 2 comprises a mass plate 4 (bulk plate), which is translationally mounted by means of a vertical guide, preferably by means of a screw 7 guided in an oblong hole 6.
  • a lifting lock 2 can be realized in a very simple way and with very few production expense, which can only by force of gravity fall from a detached position into a locked position and/or switch from a locked position into a detached position by means of lifting the deck 1, 31 through the lifting lock 2.
  • the lifting lock 2 comprises a catch for locking the deck 1, 31 with a horizontal shoring strut.
  • a catch is a pivotable mounted latch, which allows fixation of a locking bolt or in this case a horizontal shoring strut 27.
  • a lifting lock 2 By using a catch for locking the decks in the intended insertion position of the deck 1, 31, an actuation respectively locking with very little frictional resistance can be enabled and thereby a lifting lock 2 further developed, which can only by force of gravity fall from a detached position into a locked position and/or switch from a locked position into a detached position by means of lifting the deck 1, 31 through the lifting lock 2.
  • the catch of the lifting lock 2 comprises an L-shaped latch, which preferably is pivoted (mounted) about a latch rotation axis 10 that is oriented in parallel to a horizontal shoring strut 27.
  • the latch rotation axis 10 is arranged in an area or a turning area between an upper latch arm 18 and a lower latch arm 19, wherein the upper latch arm and the lower latch arm confine an angle, which is particularly 70 degree to 110 degree, preferably 80 degree to 100 degree, preferred 85 degree to 95 degree.
  • Area between an upper latch arm 18 and a lower latch arm 19 refers to a larger section of the latch, which extends around the intersection point of both latch arms.
  • the turning area is the section of the latch, which shows a curvature at the intersection point of both latch arms.
  • a very simple, space saving and simple to use lifting lock 2 can be realized.
  • a lower latch arm 19 protrudes for reaching (grasping or engaging) under a horizontal shoring strut 27 for locking the lifting lock 2 and/or a mass plate 4 can be arranged planar adjacent (in direct contact) to an upper latch arm to block a rotation of the upper latch arm 18.
  • a suspension 9 for a latch 8 or a catch which is passed through by a latch rotation axis 10, is formed fork-shaped and/or provides a sliding surface for a mass plate 4.
  • a lifting lock can be provided very space saving and with little weight and at the same time the suspension 9 can be used as a guide for a mass plate 4.
  • a suspension 9 providing a sliding surface for a mass plate 4 a very high safety, reliability and robustness of the lifting lock 2 can be achieved during operations.
  • the lower latch arm 19 is substantially as long as the upper latch arm 18.
  • a length difference of the lower latch arm and the upper latch arm is particularly at most 40 mm, preferably at most 30 mm, more preferred at most 20 mm and/or particularly at most 1/2 of the length of the longer latch arm, preferably 2/3, more preferred 1/4 of the length of the longer latch arm.
  • the lower latch arm 19 is longer than the upper latch arm 18.
  • the upper latch arm 18 is longer than the lower latch arm 19.
  • the lifting lock 2 provides a connection opening, particularly a hook-in-slot, for hooking in and/or hinged hooking in of a separate lifting and holding tool.
  • hinged hooking in contrast to the relatively wide meaning of hooking in, hinged hooking in makes clear that pivoting of components is enabled, which are connected by means of the hinged hooking in connection.
  • connection opening which allows hooking in or hinged hooking in of a separate lifting and holding tool, an advancing side protection can be realized very easily, overhead assembly can be avoided and a very easy and effortless assembly and disassembly is enabled. Furthermore, a very low weight of a deck 1, 31 can be achieved and a very easy transportation respectively handing over of a deck 1, 31 through openings in the shoring from the outside to the inside can be enabled.
  • the prerequisites are provided to enable insertion of a deck 1, 31 with simultaneous locking against taking off as well as lifting with simultaneous unlocking of the deck 1, 31.
  • a deck level can be completed and elevated upwards by one level after assembly of the over next side shoring level very quickly and easily.
  • a connection opening particularly a hook-in-slot, is arranged at the mass plate 4 preferably in an upper area and/or the mass plate 4 provides a support arm 17 for on the mass plate 4 acting transmitting lifting and holding forces, which for example act on the deck 1, 31 through lifting or holding with a lifting and holding tool.
  • connection opening arranged at the mass plate 4 allows obtaining a self-acting locking of the lifting lock 2 during insertion of a deck 1, 31 and a self-acting unlocking of the lifting lock 2 simultaneously during lifting a deck 1, 31.
  • a very simple assembly and disassembly can thereby be achieved.
  • a mass plate 4 with a support arm 17 for transmitting on the mass plate 4 acting lifting and holding forces enables a very high reliability and safety during application of the deck 1, 31 with lifting lock 2 during operations. Furthermore, such supporting arm enables a very easy manual grasping (engaging) and thus unlocking of the lifting lock 2 from below.
  • a further aspect of the application concerns a shoring tower for conducting the above described method for assembly of a shoring tower 26, which can be used for fabrication or reconstruction of buildings.
  • the shoring tower comprises a deck and a separate lifting and holding tool 20, which is configured such that
  • a deck 1, 31 can be hanged up and moved up by one level very fast and in an ergonomic posture.
  • the present system has the advantage of very low weight of the decks, a very easy transportation through openings in the shoring as well as a very easy and fast assembly and disassembly.
  • the lifting and holding tool 20 comprises a connection hook 25 for hooking in a deck 1, 31 and a hang up hook 21 for hanging up on a particularly horizontal shoring strut 27, wherein the distance between the connection hook 25 and the hang up hook 21 corresponds to at least half, preferably 70 %, preferred 80 %, and at most 95 %, preferably at most 90 %, of the distance between two shoring levels I, II.
  • connection hook 25 and the hang up hook 21 at the lifting and holding tool 20 are arranged in a distance of at least 70 cm, preferably 80 cm, and/or at most 90 cm ( figure 5 ).
  • connection hook 25 of the lifting and holding tool 20 is partly or mostly recessed and/or when the lifting and holding tool 20 being hanged up then the connection hook 25 extends slanting upwards towards a horizontal under an angle of at least 10 degree, preferably 20 degree, preferred 30 degree.
  • connection hook 25 is vaulted inwardly to the back as shown in figure 5 (in the view of figure 5 to the left side), so that the hook ends protrude little over the lifting and holding tool 20.
  • connection hook 25 Having a partly or mostly recessed connection hook 25 as well as the slanting upwards extending embodiment of the connection hook 25 a very easy insertion of the connection hook 25 in an opening of a deck can be enabled. Furthermore, a very reliable and detaching-secured (-resistant) connection to the deck can be achieved also during swiveling in both directions.
  • the lifting and holding tool 20 can be hooked in a hinged manner in a deck 1, 31, particularly in a hook-in-slot 5 of the deck 1, 31, and/or is configured that during vertical position of the lifting and holding tool 20 an in a hinged manner hooked in deck 1, 31 can be swiveled in a detaching-secured way in both directions for at least 80 degree, preferably 90 degree, preferred 110 degree.
  • hinged hooking in contrast to the relatively wide meaning of hooking in, hinged hooking in makes clear that pivoting of components is enabled, which are connected by means of the hinged hooking in connection.
  • a very simple and effort saving assembly and disassembly can thereby be enabled.
  • a deck 1, 31 can be at the same time held on the one side and be lifted up to the next higher level on the other side by means of the lifting and holding tool 20 and thereby enabling a very simple and ergonomical assembly and disassembly.
  • the deck 1, 31 is still hold very reliably at the other side by the lifting and holding tool 20 and thus prevents dropping down of the deck despite the sudden swiveling down of the deck 1, 31. A very high work safety condition can thereby be achieved.
  • an end of a rod forms a wide and flat connection hook 25 and/or the lifting and holding tool 20 comprises two rods that are arranged in parallel, which are connected through horizontal connection bars 22, 23, 24.
  • connection hook 25 By forming an end of a rod as connection hook 25 as well as by providing two rods in parallel with horizontal connection bars 22, 23, 24, a lifting and holding tool 20 with very low weight and production expense can be provided.
  • the connection bars 22, 23, 24 can at the same time act as handles in special positions for a very easy and ergonomical assembly and disassembly.
  • the upper handle 24 can be used in a very ergonomical manner in the working steps shown in the figures 6d and 6j and the lower handle 22 - eventually together with a middle handle 23 - correspondingly in the working steps shown in the figures 6e and 6f .
  • a wide and flat connection hook as well as two rods - and thus two connection hooks 25 - furthermore allow lifting and holding a deck 1, 31 in a very stably manner, i.e. without twisting and fluctuating.
  • a hang up hook 21 is directed towards the opposite direction of a connection hook 25 and/or at least one connection rod 23, 24 is arranged in an upper area and one connection rod 22 in a lower area of the lifting and holding tool 20.
  • the figure 2 shows a deck 1, 31 for forming an accessible area in a shoring tower 26, which can be used for fabrication or reconstruction of buildings.
  • a lifting lock 2 for avoiding taking off of the deck 1, 31 from an intended insertion position is arranged particularly centered at a front side or both front sides of the deck 1,31 , preferably centered between two insertion hooks 2 for hooking of the deck 1, 31 in a horizontal shoring strut.
  • a surrounding deck frame 15 made of metal for mounting a deck plate 12 enables a deck with a very high stability and strength.
  • a side profile 16 is arranged on both long sides of the deck 1, 31 at the bottom side of the deck frame 15 in order to obtain a very robust mounting surface in insertion position as well as improved stackability.
  • insertion hooks 3 and/or a lifting lock 2 are directly mounted at a deck frame 15 in order to save space and to achieve very high stability and thus operational safety.
  • the insertion hooks 3 are preferably mounted on the deck very strongly and safe by means of a connection with a vertical extending side plate of the deck frame 15.
  • a shoring level (see figure 1 ) comprises usually exactly two decks 1, 31 in order to enable a fast assembly and disassembly.
  • At least one of the decks 1, 31 of a shoring level provides a flap 13 for climbing through the deck from above to downwards or below to upwards.
  • a flap 13 comprises a handle hole 14 in the deck plate 12 for opening from below or above.
  • a spring loaded latch with a ramp is commonly provided, which engages a latching connection with the deck frame 15 in a self-acting manner during closing as well as can be opened with an operating element that is arranged at the handle hole 14. Opening of the flap 13 is thus possible very easily from above and below.
  • the figure 3 shows a detailed view oft he lifting lock 2 in detached position.
  • a mass plate 4 of the lifting lock 2 provides an oblong hole 6 as vertical guide 6 and is mounted translationally (together with) by a screw 7, which is preferably connected to the deck frame 15.
  • a fork-shaped suspension 9 with two slide bars complements, supports respectively relieves the translational mounting by means of the oblong hole 6 and the screw 7.
  • the mass plate 4 and/or the insertion hooks 2 have weight reducing openings 11 in order to allow providing a deck 1, 31 with very low weight.
  • a L-shaped latch 8 can pivot freely about an latch rotation axis 10 that is oriented in parallel to a horizontal shoring strut 27.
  • a commonly U-shaped support arm 17 (see figure 4 ) is arranged at the bottom side of the mass plate 4, preferably being one piece with the mass plate 4 and/or extending orthogonally towards a motion path of the mass plate 4.
  • lifting and holding forces can be transmitted very easily and reliably to the deck 1 respectively the deck frame 15 and/or deck plate 12 during lifting or holding of the deck 1, 31 above the lifting lock 2 respectively the mass plate 4 of the lifting lock 2. Otherwise, these forces would be born (absorbed) only by the screw 7.
  • the lifting lock 2 can thus be unlocked very easily during assembly and disassembly through pushing the support arm 17 upwards.
  • the L-shaped latch 8 can be designed such way that the L-shaped latch 8 works as catch, which is pivotable about the latch rotation axis 10 and whose rotation axis is arranged in the turning area between an upper latch arm 18 and a lower latch arm 19 that is connected to the upper latch arm 18 under an angle.
  • the lower latch arm 19 is substantially as long as the upper latch arm 18 at equal thickness. In detached position of the lifting lock, the lower latch arm 19 rotates through force of gravity downwards and the upper latch arm 18 protrudes above that a little or at least more than the lower latch arm 19.
  • the mass plate 4 of the lifting lock 2 has two hook-in-slots 5 for hooking in a hinged manner of a separate lifting and holding tool 20.
  • the figure 5 shows a lifting and holding tool 20 with two connection hooks 25 for hooking in the hook-in-slots 5 of the mass plate 4 a hinged manner. Particularly, also two hang up hooks 21 are provided for hanging up the lifting and holding tool 20 on a shoring strut 27.
  • connection hooks 25 are designed mostly recessed and extending slanting upwards under an angle towards a horizontal in vertical position of the lifting and holding tool 20 (as shown in figure 5 ), the lifting and holding tool 20 can be inserted very easily in the hook-in-slots 5 of the mass plate 4 in locked position of a deck 1 being placed in an intended insertion position as the lifting and holding tool 20 after dropping (being placed) on the horizontal shoring strut 27 can be pushed in direction towards the deck 1, 31.
  • the deck 1, 31 When the deck 1, 31 is lifted through the lifting and holding tool 20, the deck 1,31 is simultaneously secured by the hooked in a hinged manner connection against detaching also in case of unintentionally releasing and falling down of one side of the deck 1, 31.
  • the lifting and holding tool 20 has two in parallel arranged rods, which are connected through horizontal connection bars 20, 23, 24.
  • the horizontal connection bars 20, 23, 24 are further arranged and designed such that they form at the same time an lower handle 22, middle handle 23 and upper handle 24.
  • Figure 1 shows a shoring tower 26 with a deck 1, 31, wherein the shoring tower 26 is a load-bearing scaffold or support frame for shoring a beam for building a hall ceiling or a bridge and/or provides a head jack at the upper area, particularly fork-shaped head jack, with adjustable spindle for shoring a beam or other components to be shored.
  • the connection hook 25 of the lifting and holding tool 20 is partly or mostly recessed and/or when the lifting and holding tool 20 being hanged up then the connection hook 25 extends slanting upwards towards a horizontal under an angle of at least 4 degree, preferably 8 degree, preferred 12 degree and/or at most 60 degree, preferably 50 degree, preferred 40 degree.
  • connection hook 25 in an opening of a deck 1, 31 can thereby be enabled. Furthermore, a very reliable and detaching-secured (-resistant) connection to the deck can be achieved also during swiveling in both directions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Movable Scaffolding (AREA)
  • Ladders (AREA)
EP15191576.6A 2014-10-31 2015-10-27 Method and apparatus for assembly of a shoring tower Active EP3015623B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL15191576T PL3015623T3 (pl) 2014-10-31 2015-10-27 Sposób i urządzenie do montowania wieży podporowej

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102014222249.4A DE102014222249A1 (de) 2014-10-31 2014-10-31 Verfahren und Vorrichtung zur Montage eines Gerüstturms

Publications (2)

Publication Number Publication Date
EP3015623A1 EP3015623A1 (en) 2016-05-04
EP3015623B1 true EP3015623B1 (en) 2018-06-06

Family

ID=54360273

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15191576.6A Active EP3015623B1 (en) 2014-10-31 2015-10-27 Method and apparatus for assembly of a shoring tower

Country Status (6)

Country Link
US (1) US20160123023A1 (pl)
EP (1) EP3015623B1 (pl)
CA (1) CA2910381C (pl)
DE (1) DE102014222249A1 (pl)
DK (1) DK3015623T3 (pl)
PL (1) PL3015623T3 (pl)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576824A (zh) * 2020-04-30 2020-08-25 何春娇 一种用于建筑施工的升降平台

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA3069850A1 (en) * 2017-07-12 2019-01-17 Johnny CURTIS Improved latchable scaffold planks
US20190017282A1 (en) * 2017-07-14 2019-01-17 Dhs Fraco Ltee Runback backstructure access system
DE102018105660A1 (de) 2018-03-12 2019-09-12 Krause-Werk Gmbh & Co. Kg Verfahren zum Montieren eines Gerüstes
US10907376B1 (en) * 2019-12-18 2021-02-02 Anthony J. Bonilla Self-building tower
CN112681715B (zh) * 2020-12-21 2022-03-01 滨州学院 一种脚手架安装机器人
CN113123581A (zh) * 2021-04-28 2021-07-16 福建森视安电子工程有限公司 一种用于消防工程安装的操作平台
CN113152874A (zh) * 2021-05-17 2021-07-23 中建八局第四建设有限公司 一种钢管脚手架钢板网安装方法
CN113216586A (zh) * 2021-05-25 2021-08-06 南通永楠建设工程有限公司 一种可调式室内装修用高稳定性安全建筑平台
CN114215342B (zh) * 2021-12-27 2023-02-17 江西昱平建设工程有限公司 一种建筑工地用防滑脚手架
CN115095123B (zh) * 2022-06-24 2024-02-23 中铁十九局集团有限公司 格构柱施工装置

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1988003212A1 (en) * 1986-10-28 1988-05-05 Lubeca Contruction Systems Pty. Ltd. Scaffolding system

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4452337A (en) * 1982-09-30 1984-06-05 Atzinger Louis E Sectional scaffolding raising apparatus
FR2762342B1 (fr) * 1997-04-21 1999-06-04 Sgb Comabi Dispositif pour le montage en securite des echafaudages
GB0706222D0 (en) * 2007-03-30 2007-05-09 Owens Andrew C Simplified scaffolding tower
PL2557252T3 (pl) 2011-08-08 2016-09-30 Okładzina montażowa i sposób montażu do bezpiecznego stawiania wieży rusztowania nośnego
FR2988413B1 (fr) * 2012-03-26 2015-04-03 Cdh Group Garde-corps pour structure de travail et installation de securite integrant un tel garde-corps

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1988003212A1 (en) * 1986-10-28 1988-05-05 Lubeca Contruction Systems Pty. Ltd. Scaffolding system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576824A (zh) * 2020-04-30 2020-08-25 何春娇 一种用于建筑施工的升降平台

Also Published As

Publication number Publication date
DE102014222249A1 (de) 2016-05-04
CA2910381C (en) 2023-05-16
DK3015623T3 (en) 2018-07-30
PL3015623T3 (pl) 2018-10-31
US20160123023A1 (en) 2016-05-05
EP3015623A1 (en) 2016-05-04
CA2910381A1 (en) 2016-04-30

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