WO2011100941A1 - Baugerüst und verfahren zum montieren bzw. demontieren eines derartigen baugerüsts - Google Patents
Baugerüst und verfahren zum montieren bzw. demontieren eines derartigen baugerüsts Download PDFInfo
- Publication number
- WO2011100941A1 WO2011100941A1 PCT/DE2010/075148 DE2010075148W WO2011100941A1 WO 2011100941 A1 WO2011100941 A1 WO 2011100941A1 DE 2010075148 W DE2010075148 W DE 2010075148W WO 2011100941 A1 WO2011100941 A1 WO 2011100941A1
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- WIPO (PCT)
- Prior art keywords
- vertical
- vertical frame
- frame
- scaffolding
- area
- Prior art date
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Classifications
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- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/147—Railings specially adapted for mounting prior to the mounting of the platform
-
- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
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- Y—GENERAL 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49815—Disassembling
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- Y—GENERAL 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
Definitions
- the invention relates to a scaffolding, in particular Lehrge ⁇ scaffolding or shoring, preferably shoring tower, Lehrge ⁇ scaffold tower or tower, possibly scaffolding, facade or scaffold, the at least two vertical frame, and at least two or at least four each substantially horizontally extending connecting elements, preferably also from at least two scaffolds from ⁇ stiff vertical diagonal, preferably under Ausbil ⁇ tion of a polygonal, in particular rectangular or qua ⁇ dratician, floor plan, is constructed, having the following features:
- a) at least one vertical frame of the vertical frame is placed on a vertical frame of the vertical frame, wherein a vertical frame assembly is formed in the form of a Verti ⁇ kalrahmen combination;
- the vertical frame of the vertical frame support each comprise at least two, preferably exactly two, pa ⁇ rallele vertical supports, which are arranged at a horizontal distance from each other;
- the vertical frame of the vertical frame support each comprise at least two, preferably exactly two, pa ⁇ rallele horizontal struts, which are arranged at a vertical distance from each other;
- connection ⁇ rods in particular, each with a scaffold tube, formed from ⁇
- connecting members each extend between a vertical support of a or the respective vertical frame of the vertical frame and at least one on that in a horizontal spacing arranged maree ⁇ ren vertical support and are releasably fastened at their ends at fastening ⁇ supply positions of these vertical supports befes ⁇ ;
- Vertikalberei ⁇ chen of the scaffold floor panels are like a tile at attachment positions, preferably at least ei ⁇ nem connecting element of the connecting elements and / or on the respective vertical frame of Verti ⁇ calrahmen rest, in particular on a horizontal arm of the horizontal arms of the respective vertical frame of the vertical frame support, detachably attachable or attached ⁇ .
- the invention also relates to a method for mounting or dismounting such a scaffolding.
- a scaffolding and such a method for mounting or dismounting of such scaffolding are, for example, in WO 2009/092340 AI and a zugehö ⁇ riger prospectus "Fast. Flexible. Intelligent. Layher Allround scaffolding tower ", edition of 01.01.2009, known gewor ⁇ .
- Such falsework towers are among the falsework so-called or falsework. Shoring are teilwei ⁇ se as falsework, and vice versa, referred to wherein the term falsework is a very old name.
- Shoring stands in particular non-permanent, so only temporary, structures made of steel or wood, understood with a relatively short life and a high frequency of use. They are interconnected sets ⁇ for the intended use of several individual components and then auseinan ⁇ the taken to fulfill their destiny. Scaffolds serve to remove high vertical loads. These are usually support and / or concreting loads during the construction phase. Thus ⁇ supporting scaffolding used for example for supporting steel ⁇ auxiliary construction, interceptions, alterations or concreting ⁇ loads during concreting, as long as the concrete is not yet support ⁇ capable. In this case, in addition to the weight of the concrete, the shoring must also bear the weight of the formwork and the traffic loads during concreting.
- Scaffolds generally have a square or rectangular plan, ie the two Verti ⁇ kalrahmenebene spanning two horizontally spaced vertical frame are perpendicular to the Vertikalrahmenebe ⁇ nen extending, releasable diagonals, given ⁇ if also on additional detachable horizontal struts, with ⁇ connected each other to form such floor plans.
- one bar structure per height block or per shot is obtained, which is delimited laterally by bars which span four vertical planes, wherein adjacent vertical planes are perpendicular to one another.
- the two vertical frames per height block or shot are frequently arranged offset by 90 degrees relative to one another.
- the vertical frame of eachonnenblo ⁇ ckes or shot not offset from each other, ie vertically above each other to arrange.
- Such constructed from prefabricated, closed vertical frame shoring can be clearly arranged, built up quickly and easily and dismantled. Due to the comparatively small number of height per block notwen ⁇ ended basic components, the handling and the trans ⁇ port of such supporting frames is simple and inexpensive ver ⁇ legibar.
- the vertical frames connecting diagonals are bolt-on ⁇ predominantly either provided with tilting pins and welded to the stems of the vertical frames horizontal cross ⁇ to which its apertured ends of which are attached, connected to the stems or with the vertical frame or fastened at their ends snap-locking lugs , which are releasably locked with one of the horizontal struts of the vertical frame.
- the vertical frames connecting diagonals beide- rends articulated hinged connection heads by means of connection are ⁇ wedges to perforated discs festkeilbar or keyed, which are welded to the vertical supports of the vertical frames.
- each of these balancing frame or each of its vertical supports has an effective length of 70.9 cm.
- Each of these compensating frame has exactly two horizontally spaced vertical supports parallel and exactly two parallel Hori ⁇ zontalarme which are arranged at a vertical distance of 50 cm to each other and to the vertical ⁇ ⁇ support welded respectively perpendicular thereto.
- a plurality of height blocks can be provided, each having two, a horizontal distance from each other and angeord ⁇ Neten substantially at the same height , as "normal frame” or as "standard frame recorded vertical frames are constructed.
- Each of these "standard frames” or each of its vertical supports has an effective length of 150 cm or more, for example about 176 cm.
- Each of these balancing frames has exactly two horizontally spaced parallel vertical supports and also has exactly two parallel horizontal arms spaced at a vertical distance of 130 cm or more, for example about 156 cm, arranged to each other and are each welded perpendicular to the vertical supports on this.
- Floors ⁇ like bottom plates are arranged otherwise in the superimposed height blocks, have as Verbin ⁇ extension elements between the two for each level block on a substantially same height provided, horizon ⁇ tal spaced "Standard Frame" serving Horizontalrie ⁇ gel of a height of the block or it issued ⁇ floor plates of a floor of the next adjacent floor slabs of the height ⁇ block underlying or Darun ⁇ ter underlying floor, a vertical distance of about 150 cm or more, for example about 176 cm.
- At least one connecting element of the dacasele ⁇ elements serves at least during assembly of the scaffold, and optionally also in the finished structured scaffold and / or during the dismantling of the scaffolding, as a hip or back rail element for protection against since ⁇ pending fall of a person, optionally also as a bottom plate supporting element for supportingSullivans ⁇ least a bottom plate of the bottom plates;
- the vertical supports of the vertical frame each have an effective length, which substantially the Verti cal distance ⁇ the mounting position for the hip or back railing element or for the bottom plate of the attachment position for the hip or back railing ⁇ element or for the Base plate of an already belonging to the next vertical area, already on the vertical frame of the underlying vertical area attached vertical frame of the vertical frame ent ⁇ speaks or is smaller than this vertical distance; i) form the horizontal arms of said stacked vertical ⁇ frame of the vertical frame column respectively cross ⁇ rungs of a, preferably containing at least four Querspros ⁇ sen, ascent device or conductor to rise of a person from, the uppermost cross ⁇ rung of a vertical frame of the vertical frames bottom of the a, having cross rung of an already to the next vertical portion belonging, already on the vertical ⁇ frame of the underlying vertical region up ⁇ translated vertical frame of the vertical frames to the vertical spacing of the crosspieces of the individual Verti ⁇ kalrahmen substantially corresponding vertical cross-rung distance so
- the hip or back railing element is from an already completed vertical area of the scaffolding from the mounting position of a be ⁇ already belonging to the next vertical portion of the scaffolding, already placed on the associated vertical frame of the underlying vertical area vertical frame of a on a bottom plate the vertical range ⁇ be already completed by standing ⁇ son, in particular by direct touch, up convertible and fixed there to the mounting position of the mounted vertical frame and its mountings ⁇ supply position of the other vertical support.
- a particularly secure standing assembly or disassembly of the scaffolding can be realized wherein a side protection by at least one leading, preferably circumferential, hip or back railing is possible.
- a side protection by at least one leading, preferably circumferential, hip or back railing is possible.
- the frontal or equilateral assembly of the vertical frame according to the invention on or over each other automatically creates an integrated up and possibly from ⁇ rose aid in the form of a ladder.
- the respective vertical frame is designed with only two Querspros ⁇ sen, the weight and cost can be ent ⁇ speaking minimized. It is understood, however, that the vertical frames can each also be designed with more than two transverse rungs , that is to say, for example, with three or four transverse projections .
- the scaffolding comprises at least four vertical frames; b) at least two of the vertical frame are arranged at a substantially same height and at a horizontal distance from each other and form part of ei ⁇ nes height block of the scaffolding;
- At least two further of the vertical frame are at a substantially same height and in a hori ⁇ zontal distance from each other on the vertical frame of the Height block placed and form part of a next height block, so that at least two Verti ⁇ kalrahmenan extracten in the form of a respective Vertikalrah ⁇ men strike are formed, which are arranged at a horizontal distance from each other;
- the stacked vertical frame of at least one vertical frame assembly of Vertikalrahmenanord ⁇ calculations preferably at least four vertical frames
- the vertical frame assemblies each include Wenig ⁇ least two, preferably exactly two, support parallel vertical ⁇ which are arranged to one another at a horizontal distance at ⁇ ;
- the stacked vertical frame of at least one vertical frame assembly of Vertikalrahmenanord ⁇ calculations preferably at least four vertical frames
- the vertical frame assemblies each include Wenig ⁇ least two, preferably exactly two, parallel Horizon ⁇ talstreben which are arranged to one another at a vertical distance to ⁇ ;
- the horizontal struts of the vertical frame of the vertical ⁇ frame assemblies each extend between the at least two vertical supports of the respective Verti ⁇ cal frame perpendicular to these vertical supports and are fixed with their ends thereto by welding;
- the vertical supports of the at least four vertical frames each have an effective length, which in wesent ⁇ union the vertical distance of the mounting position for the hip or back railing element or for the Bo ⁇ denplatte of the attachment position for the hip ⁇ or back railing element or for the bottom plate ei ⁇ nes already belonging to the next vertical area or height ⁇ block, already placed on the vertical frame of the underlying vertical area or height block vertical frame of the vertical frame ent ⁇ speaks or is smaller than this Vertikalab ⁇ stood.
- the horizontal arms of the successive vertical ⁇ frame of at least two horizontally spaced vertical frame assemblies each form transverse rungs of a, preferably at least four cross bars ent ⁇ holding, up or relegation aid or ladder;
- the top crosspiece of the vertical frame of the Ver ⁇ tikalrahmen has ei ⁇ nen from the lowermost cross rung of an already to the next vertical range or height block belong be ⁇ already implemented on the vertical frame of the vertical range or height of the block underlying second vertical frame of the vertical frames to the vertical distance the transverse rungs of the individual vertical frame substantially corresponding verti ⁇ len cross rung spacing, so that all adjacent cross bars of the respective ladder have substantially the same vertical cross bar spacing to each other on ⁇ .
- the scaffolding or vertical frame of the invention can in a particularly advantageous embodiment, the follow ⁇ identify the additional features:
- a first horizontal arm of the horizontal arms of jewei ⁇ term vertical frame is attached in the region of the upper or lower end of the vertical supports of the vertical frame;
- This particular Layher Allround can be particular advantages in the assembly or disassembly, in particular of the leading hip or back ⁇ railing, possibly in conjunction with particularly advantageous ⁇ liable opportunities for integration and positioning of connecting elements in a grid of a modular scaffold, Modular framework, realize ⁇ chen.
- At least two substantially at the same height arranged connecting elements of the connecting elements at least during assembly of the scaffolding, possibly also in the finished scaffolding and / or during disassembly of the scaffolding, each as a hip or Back railing element to protect against lateral fall ⁇ falling a person, possibly also each as a bottom plate support member for supporting at least one bottom plate of the bottom plates serve.
- This can be combined with the vertical frame according to the invention, a leading or leading, circumferential hip or Back railing and thus realize a circumferential side protection.
- the vertical supports of successive Verti ⁇ cal frame each in the range, preferably directly or briefly or at a small distance, above or below, the attachment position of the connecting element of each Verti ⁇ kal Schemes are separable from each other.
- the vertical frames fiction, ⁇ to the invention can be designed symmetrically to their middle-Verti ⁇ kalachse. This need not be geach ⁇ tet a laterally correct assembly during installation of the vertical frame.
- ⁇ translated "standard framework" because of there at one end at Be ⁇ rich of an upper end of a vertical support of jeweili ⁇ gen "standard framework” and at the other in the area of unte ⁇ ren end of a second vertical support this "Standardrah ⁇ mens "extending therebetween and Festge it ⁇ welded vertical diagonal, especially from baustati ⁇ reasons, be taken to a page proper installation of Verti ⁇ kalrahmen. when using the" accordingly also a simpler and quicker installation symmetrical "vertical frame according to the invention as previously possible.
- the effective length of Verti ⁇ cal frame according to the invention or the vertical frame according to the invention or their vertical supports between 80 cm and 120 cm, preferred way about 100 cm is.
- vertical or standard frames can be in each with at least one floor slab outfitted or equipped vertical or vertical portion of the scaffolding particularly fast, easy and safe realize a leading hip ⁇ oratgantes that of the at least one bottom plate of the underlying Vertical area or vertical section has a vertical distance of just ⁇ if about 80 cm to 120 cm, in particular of about 100 cm. In the area of this railing height an optimal hip or back side protection is possible.
- the said effective length can also be less than 80 cm, in particular about 30 to 70 cm, preferably about 50 cm can be.
- the crossbar spacing is about half the effective length of the vertical frame and / or about 40 to 60 cm, preferably about 50 cm or about 15 to 35 cm, preferably about 25 cm.
- This allows a ladder, which allows a comfortable or easy and fast ascent or descent of persons.
- floor panels rüstböden also soils with hatch or fürierisge-, in particular in direction, preferably can be installed parallel to the hip or back rail elements or in the longitudinal ⁇ direction, so that the scaffolding used as "access" can be.
- At least one, in particular ⁇ sondere a single cross rung of the crosspieces of the respective vertical frame, preferably in the range of the vertical center of the respective vertical frame angeord ⁇ designated cross-rung, by two respective diagonally between the cross bar and each of the Vertical supports this vertical frame and in each case from the cross bar downwards or upwardly extending Eckversteifungsiana, preferably Eckversteifungsstäbe is stiffened, preferably ⁇ before the Eckversteifungs comprise are fixed with their ends both on the crossbar and on the respective vertical support by welding.
- Eckversteifungs preferably Eckversteifungsstäbe is stiffened, preferably ⁇ before the Eckversteifungs comprise are fixed with their ends both on the crossbar and on the respective vertical support by welding.
- Eckversteifungs are provided between the cross bars and can be fixed there by welding ⁇ Shen.
- the Eckversteifungs require not be attached to a vertical support of the vertical frame.
- the vertical supports of the vertical frame for the formation of the vertical frame support or the vertical frame assembly via plug connections are mitein ⁇ other coupled or coupled together. This allows a particularly simple and fast Mon ⁇ days and disassembly.
- the vertical supports of the vertical frame each have at one end of their ends, preferably at its lower end, a MaterialsSteckelement or a male element, in particular a pipe connector, by means of which Verti ⁇ cal labn a vertical frame on the vertical supports of another vertical frame are plugged or are, preferably wherein the AufSteckelement or the plug-in ⁇ element insoluble, in particular in one piece, preferably produced by forming the respective vertical support, may be connected to the vertical support.
- the slip or the male element may also be Hertei ⁇ lig connected to the respective vertical support, before ⁇ preferably by means of a press connection, be attached to the respective vertical support.
- a press connection preferably by means of a press connection
- the respective Verti ⁇ cal frame is one with a plurality of openings provided, in particular concentric to the vertical support ⁇ arranged and the vertical support flange surrounding, perforated disc, for connecting Garvorrich ⁇ lines, in particular for suspending supporting and / or connecting elements, preferably of horizontally and / or diagonally extending scaffolding elements, example ⁇ Gerüstriegeln and / or scaffold diagonals, in particular ⁇ a special modular scaffolding, preferably by welding ⁇ Shen, permanently attached;
- At least one cross rung of the cross-rungs of the or the respective vertical frame preferably the un ⁇ bottommost or the uppermost cross rung of the cross-rungs of the or the respective vertical frame comprises one, preferably a single, in particular straight, Hori ⁇ zontalstrebe separated from each other at their pointing away ends are each connected in one piece or in several parts with a An ⁇ closing head;
- the respective connection head of the cross rung is limited to side wall parts which have a wedge-like manner to a Zent ⁇ rum, preferably on a stem and disc center of the associated perforated disc, tapered vertical outer ⁇ surfaces, one, in particular 40 degrees to 50 degrees, preferably about 45 Degrees, in particular 44 degrees, including, wedge angle;
- the respective connection head of the cross bar has an upper head part and one, preferably with a ⁇ this part connected, in particular integrally having formed ⁇ th or prepared, the lower head portion;
- the respective connection head of the cross rung is fitted with its slot on the at least partially projecting into this orifice plate of the respective vertical stem and is attached to the respective vertical support, preferably also on the respective perforated disc, by welding.
- Vertikalrah ⁇ men can with the help of known from modular scaffolds ago horizontal and / or diagonal and perforated connection heads holding devices, in particular scaffold bars and / or scaffolding diagonals, to a particularly rigid and stable scaffolding, in particular support frame, or height block of a scaffolding, in particular supporting framework .
- first horizontal arm and / or the second horizontal arm of the vertical frame each have a trained for connection to the perforated disks connection ⁇ head, each having an upper head part and a lower head part and a slot formed between them, with which the respective connection head
- respective perforated disc On the at least partially projecting into this, respective perforated disc is plugged and welded in this AufSteckposition with the respective vertical support, preferably also with the respective perforated disc, vertical frame with a particularly high stability, in ⁇ particular torsional stiffness, and thus constructed from scaffolding, in particular shoring or Trag ⁇ scaffolding towers, realize.
- further stiffening holding devices in particular horizontal and / or diagonal scaffolding elements of a modular scaffold, particularly stable scaffolds, in particular scaffolding towers or scaffolding towers, can be constructed.
- connection heads are be ⁇ bordered with side wall parts, which have wedge-like manner to a center, in particular to a stem and the disk center of the associated hole ⁇ disc, tapered vertical surfaces, the one, in particular 40 degrees to 50 degrees, preferably about 45 degrees, In particular, about 44 degrees, inclusive wedge angle, can be in a known manner a plurality of at least up to seven connection heads of Garvor- directions or support and / or connection elements, the special ⁇ horizontally and / or diagonally extending scaffolding elements ⁇ , in particular a modular scaffolding, there gegebe ⁇ appropriate with mutual support, connect.
- perforated discs OF INVENTION ⁇ dung according vertical frame optionally can be not only scaffolding, in particular or Tragge ⁇ rüsttme constituting carrier frames, which the hitherto usual four ecki ⁇ gene, in particular rectangular or square, basic ⁇ cracks have, but it can be also polygonal floor plans, so for example, triangular, pentagonal, hexagonal or octagonal, in particular closed, realize floor plans. In this way, a greater flexibility and variability in the development of free assembly by means of such vertical frames or on ⁇ built scaffolding, particularly shoring or supporting scaffold towers ⁇ .
- a method of mounting a or the erfindungsge ⁇ MAESSEN scaffolding, in particular according to at least one of claims 1 to 13 may be particularly characterized by the following steps:
- a vertical frame of the next vertical area is first placed on the vertical frame of this Vertikalberei ⁇ Ches, preferably plugged, preferably so that then a vertical frame assembly in the form of a ladder for ascending or descending a person is formed;
- the hip or back railing element or the hip or back railing elements for the next vertical range from the ground or from the be ⁇ already completed vertical range that insbeson ⁇ particular by a person standing on a bottom plate of the vertical section already completed person, preferably ⁇ , by direct touch, transferred upward and to the mounting position of already the be ⁇ said next vertical area belonging, already mounted on the associated vertical frame of the underlying vertical area vertical frame and mounted or fixed to the mounting position of the other vertical support;
- step b) can comprise at least a bottom plate for said next vertical range of the already finished Ver ⁇ tikal Scheme from, in particular from a ⁇ on a Bo ⁇ denplatte of the already finished Vertikalbe ⁇ Reich standing person, preferably by unstoffba res touch, transferred to the top and at a belonging to the already completed vertical area attachment position for the bottom plate, preferably on the hip or back railing element of the already completed vertical area and / or on the Ver ⁇ tikalrahmen the already finished Vertikalbe ⁇ rich, in particular on a transverse rung whose transverse rungs ⁇ , are attached or fixed.
- step b) preferably that subsequently or before step b) at least one bottom plate for the said next vertical area from the ground or from the already completed vertical area, in particular of a person standing on a bottom plate of the already completed vertical area, preferably by directly touching, upwards transferred to ei ⁇ ner belonging to the already completed vertical area attachment position for the bottom plate, preferably on the / the hip orrature- ment / s of the already completed vertical area and / or to the vertical frame of the already completed ge ⁇ presented vertical area, in particular on each ei ⁇ ner crossbar whose transverse rungs, attached or fixed.
- the person can from the already finished ge ⁇ exhibited vertical area in one of the / the hip ⁇ or back rail element / s, and either of the Verti ⁇ kalrahmen and the further vertical support this vertical ⁇ range or from the horizontally adjacent Vertikalrah ⁇ men
- This vertical area limited interior of the scaffolding rise, via the cross-rungs of the ladder or one of the ladders up to the bottom plate of said next vertical area, already with the / there previously attached hip or Gelanderele- / en against lateral Falling is secured by persons.
- next vertical portion may be be ⁇ vorzugt provided that at least one bottom plate, preferably a plurality of floor panels, of the already finished ge ⁇ presented vertical range is used or will be.
- the construction or installation of scaffolding as ⁇ by country is a particularly material and cost saving manner.
- the structure of said next vertical range except for a single base plate of the vertical portion already completed, which remains there, all other base plates of the vertical portion has already been completed can be used.
- This allows the use of materials and costs to a minimum can be decorated redu ⁇ in still maximum safety when assembling the scaffolding, so without this would compromise safety.
- Figure 1 is a perspective view of a modern fiction, ⁇ scaffolding in the form of a support frame ⁇ tower.
- Standard or control frame designated according to the invention ⁇ vertical frame; a top view of a further referred to as compensation frame further Verti ⁇ cal frame according to the invention; a plan view of a further referred to as an initial frame further vertical frame according to the invention;
- connection ⁇ node of those connection nodes, which are shown in Figures 2 to 4, respectively, top left;
- FIG. 6 is a partial plan view of the one shown in FIG.
- Fig. 1 shows an embodiment of a fiction, ⁇ contemporary scaffolding 20, which is constructed as a teaching or supporting framework ⁇ tower 22.
- This shoring tower 22 has a rectangular plan.
- the supporting frame tower 22 is constructed from vertical frame supports 48.1, 48.2 according to the invention in the form of vertical frame arrangements 39.1, 39.2. These are in each case as a ladder 21.1, 21.2 arranged in uniformly over the length thereof, at equal intervals 36.1, 36.2, 36.4 to each other, also called horizontal arms ⁇ th transverse rungs 35 constructed.
- These constructions basie ⁇ ren on the use of several successive patch or plugged according to the invention the vertical frame 25; 25.1, 25.2, 25.3.
- the vertical frame 25.1, 25.2, 25.3 are each arranged in pairs at a horizontal distance from each other and in pairs each at a substantially same height. This horizontal distance is here determined by the length of connection elements, also known as longitudinal ⁇ bars or scaffolding bars 28.2. Each of these scaffold bars 28.2 has at its two ends known connection heads 250 of a modular scaffolding system, in this case the Layher Allround Scaffolding System.
- the scaffolding bars 28.2 each have a length or connection length, which is here 1.57 m.
- the length of the framework bars connecting the vertical frames 25.1, 25.2, 25.3 can also be selected to be longer or shorter, for example 1.09 m or 2.07 m or 2.57 m or 3.07 m that depending on their length a Bauge ⁇ scaffolding or supporting framework with a square floor plan or with a longer stretched floor plan is buildable.
- the ground level associated first height block 100.1 serves as an initial height block 100.1 and is accordingly ge ⁇ staltet.
- the initial height Block 100.1 is provided with two spaced horizon ⁇ tal, each as a start frame 25.1, 25.1 serving vertical frame 25.1, 25.1, with two such set ⁇ builds since ⁇ Lich connecting vertical diagonals 24.1, 24.1 as well as horizontal scaffold bars and longitudinal bars 28.2, which are arranged in the region of the vertical plane defined by the respective vertical diagonal 24.1 and which also connect the two vertical frames 25.1, 25.1.
- the connection of the verti ⁇ kaldiagonalen 24.1, 24.1 with the two initial frame 25.1, 25.1 is carried out in a conventional manner by means of a releasable wedge, which is used to clamp ⁇ the components ⁇ by an upper wedge opening and a lower wedge opening of the respective connection head 150th the Verti ⁇ kaldiagonalen 24.1, 24.1 plugged and, preferably with the aid of
- connection head 250 This is welded to the respective rod or scaffold tube in a conventional manner. Also this connection ⁇ head 250 has an upper head part and a lower head part, between which a slot is provided, via which the respective connector head 250 on one of the two, at the respective vertical support 30.1, 30.2 of the respective vertical frame 25; 25.1, 25.2, 25.3 provided ⁇ NEN perforated discs 45 is plugged .
- connection of the scaffold bars 28.2, 28.2 with the two balancing frame 25.1, 25.1 again takes place in a conventional manner by means of a respective detachable wedge, which is used to connect the components to be connected by an upper wedge opening and a lower wedge opening of the respective connection head 250 of the scaffold bars 28.1 , 28.1 and, preferably with the aid of a hammer, is hit or is.
- the compensation height block 100.1 For the purpose of stiffening the support frame 20 in a horizontal plane, is at the compensation height block 100.1 also another horizontal scaffolding bar in the form of a horizontal diagonal 23 is provided. This is between two of the diagonally opposite lower hole ⁇ discs 45 of the two compensation frame 25.1, 25.1 attached by means of connecting heads 250. Except for the length of the horizontal diagonal 23 is the same design as the respective scaffold bar 28.2.
- height block 100 here five other heights ⁇ blocks 100.2 to 100.6 constructed.
- the provided in the region of the upper end of the framework or of the shoring tower 21.1 22.1 100.6 height block is designed as an equalizing block heights ⁇ 100.6. Arranged between the latter and the initial height Block 100.1 height blocks 100.2 to 100.5 each form normal or standard or control Heights ⁇ blocks.
- the upper compensation amount 100.6 block is constructed from two equal ⁇ frame 25.3, 25.3 and otherwise having substantially the same components as the lower initial level block 100.1 so that the extent of the foregoing, reference may be made.
- the horizontal diagonal 23.1 provided for horizontal reinforcement is about their connection heads 250 on two of the diagonally opposite top perforated discs 45 of the vertical ⁇ support 30.5, 30.6 of the balance frame 25.3 set.
- an inventive scaffolding can be constructed only of height blocks or be which 25.2 or similarly shaped vertical frame may be gebil ⁇ det exclusively with Stan ⁇ dard or normal or regulatory framework in the form of vertical ⁇ frame.
- connection of the two standard frames 25.2, 25.2 of the respective height block 100.2 to 100.5 by means of the two vertical diagonals 24.2, 24.2 is such that each of the vertical diagonal 24.2 with a first, upper connection head 150 at the respective, in the region of the upper end 33.1, 33.2 of Vertical supports 30.3, 30.4 of jewei ⁇ ligen standard frame 25.2, 25.2 of the same height block attached perforated disc 45.1, 45.2 is fixed, while the respective other, lower connection head 150 of Verti ⁇ kaldiagonalen 24.2, 24.2 at a fortified in the region of the upper end 33 of a vertical support 30 perforated disc 45 of a horizontally spaced and arranged below vertical frame 25.1 and 25.2 of an underlying height block is attached.
- the distance 97 of the attached to the vertical supports 30.3, 30.4 of an attached standard frame 25.2, 25.2 hole ⁇ discs 45 of the attached to the vertical supports 30.3, 30.4 or 30.1, 30.2 of the underlying vertical frame 25.2, 25.1 perforated discs on which the patch standard frame 25.2 ., 25.2, here is about 100 cm.
- the two perforated disks 45, 45 have a vertical spacing 97 of approximately 1.0 m over the frame joint 60.
- scaffold bars 28.2, 28.2 which are also referred to as connecting elements, serve as hip or back railing elements 62.1, 62.2 of a railing mounted as a leading railing, as will be described in more detail below in connection with FIGS. 7.1 to 7.13.
- Said horizontal scaffold bars 28.2, 28.2 are used at least during assembly of the scaffold 20 also as a floor panel support elements 62.2, 62.2 in floors can be arranged or arranged for provided in superimposed vertical regions 101.2 to 101.5 ground ⁇ plates 43.
- scaffold 20 are according to the structure of a scaffold 20 at the desired height, for example, shown is 7.13 and 7.14 as shown in figures 1 and, on the top floor, in this case in the vertical area of 101.5, the frame bars 28.2, 28.2, at the perforated discs 45 of the this vertical area 101.5 associated two vertical ⁇ frame 25.2, 25.2 are attached, essentially vollstän ⁇ dig occupied with bottom plates 43, so that this top work platform is equipped with a substantially closed or continuous flooring.
- the bottom plates 43 wei ⁇ also referred to as scaffolding floors sen here in cross-section U-shaped suspension hooks 44, by means of which the floor panels 43 can be placed at the here designed in each case as circular tubes longitudinal bars or scaffolding bars 28.2, 28.2 and are placed.
- a scaffolding 22 according to the invention or a scaffolding tower 22 according to the invention can additionally also be used as a scaffolding or the like.
- These head spindles 38 can, again in a manner known per se, be provided with supports U-shaped in cross-section 38.1 for supporting or receiving load carriers or shuttering carriers, here in the form of I-beams 26.
- head spindles adapted to be decor with dark ⁇ tet, for example in the form of cross-head spin ⁇ spindles in which, in the area of their upper ends a support ⁇ plate and a plurality of spaced horizontal well for supporting and / or absorption of other supporting bodies, therefrom starting upwardly extending support profiles can be provided.
- Ver ⁇ tikalrahmen 25 Preferred embodiments of Ver ⁇ tikalrahmen 25 according to the invention; 25.1, 25.2, 25.3 are shown in particular in Figures 2 to 4.
- Each of these vertical frame 25; 25.1, 25.2, 25.3 is composed of two parallel vertical supports 30.1, 30.2 arranged at a horizontal distance 31 from each other; 30.3, 30.4; 30.5, 30.6 and two, in a Vertikalab ⁇ stand 36.1; 36.2; 36.3 mutually arranged parallel horizontal arms 35; 35.1, 35.2; 35.3, 35.4; 35.5, 35.6 constructed, which are welded together to form a closed frame 25.
- Each horizontal arm 35.1 to 35.6 is so each with two of the horizontally spaced parallel vertical supports 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 ver ⁇ welded, in the embodiment shown in each case such that the respective horizontal arm 35.1, 35 ⁇ 2 ⁇ 35 ⁇ 3 ⁇ 35 ⁇ 4 ⁇ 35 ⁇ 5 ⁇ 35 ⁇ 6 between the respective two vertical supports 30.1, 30.2 ; 30.3, 30.4; 30.5, 30.6 he stretches ⁇ .
- Each vertical frame 25; 25.1, 25.2, 25.3 also has two each designed as Eckaussteifer Diagonalstä ⁇ be 40; 40.1, 40.2; 40.3, 40.4; 40.5, 40.6, which stiffen the respective frame diagonally.
- the diagonal bars 40; 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 in each case the same design or the same, whereby advantageous gleicheinsparungsef ⁇ fect can be achieved.
- Each diagonal bar 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 is in a preferably equal angle 74.1, 74.2 to the respective horizontal arm 35.1; 35.4; 35.5 arranged at which the respective diagonal bar 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 is also firmly welded, as on the associated vertical support 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 of the respective vertical frame 25.1; 25.2; 25.3.
- the diagonal bars 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 So each extend between a Hori ⁇ zontalarm 35.1; 35.4; 35.5 and a vertical support 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 of the respective vertical frame 25.1; 25.2; 25.3 and are festge ⁇ welded with their ends.
- the ends of the respective diagonal bar 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 are each designed as a flat connector 42.
- the diagonal bars 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 compressed at their ends in each case or pressed together.
- the upper ends of the respective two Diagonal bars 40.1, 40.2; 40.3, 40.4; 40.5, 40.6 of the respective vertical frame 25.1, 25.2, 25.3 are welded in a horizontal distance from one another to the respective Hori ⁇ zontalarm 35.1, 35.4, 35.5.
- the diagonal ⁇ bars 40.1, 40.2 and 40.5, 40.6 respectively on the upper horizontal arm 35.1 and 35.5 of the respective two Hori ⁇ zontalarme 35.1, 35.2 or welded 35.4, 35.6 and extending therefrom in the direction of the respective lower horizontal arm 35.2 or 35.6.
- diagonal bars 40.1, 40.2; 40.5, 40.6 further extend in each case in one of the respective two horizontal arms 35.1, 35.2 and 35.5, 35.6 spanned vertical plane.
- diagonal bars 40.3, 40.4 each extend in one of the two horizontal arms 35.3, 35.4 and of the vertical supports 30 spanned vertical plane. It is understood, however, that such or other diagonal bars need not necessarily be disposed in the plane defined by the vertical supports 30 and / or in the plane defined by the horizontal arms 35.
- the vertical frames 25.1, 25.2, 25.3 according to the invention are each symmetrical to their vertical center axis 75.1,
- the horizontal brace 47.3 of the lower horizontal arm 35.6 of the vertical frame or compensating frame 25.3 is designed as a four ⁇ edge profile or square tube. Also this consists of, preferably galvanized, steel.
- this particular scaffold components can be made of other metals, particularly of light metal, example ⁇ , aluminum.
- the horizontal brace 47.2 of the lower horizontal arm 35.4 of the vertical frame or standard 25.2 have a slightly smaller outer diameter 94.4 ⁇ , which may carry, for example ⁇ be 42.4 mm.
- the outer diameter of the ⁇ horizontal strut of the lower horizontal arm of the standard frame may be slightly larger also equal to or even than the outer diameter of the upper Hori ⁇ zontalstreben the vertical frames.
- the horizontal brace 47.2 of the lower horizontal arm of the vertical and Stan 35.4 25.2 ⁇ dardrahmens preferably has a wall thickness of only 2.5 mm. It is understood, however, that the wall thickness can also be the same size or even slightly larger than the wall thickness of the upper horizontal struts of Verti ⁇ cal frame.
- the diagonal struts 40; 40.1, 40.2, 40.3 of the vertical frame 25; 25.1, 25.2, 25.3 have an outer diameter 95, which is only 33.7 mm here.
- the wall thickness of the diagonal ⁇ strive is preferably less than the wall thickness of the horizontal struts. It can preferably only 2.25 mm Betra ⁇ gen.
- the 47.3 of the vertical or compensating frame 25.3 can be designed ⁇ preferably as square, in particular rectangular tubes, the latter preferably having a height or thickness of about 20 mm, a width of about 40 mm and a wall thickness of about 2.0 mm can.
- the vertical frame 25 according to the invention; 25.1, 25.2, 25.3 are characterized in particular by the fact that at least in the region of the respective upper end 33.1, 33.2 of their Vertical supports 30; 30.1, 30.2; 30.3, 30.4; 30.5, 30.6 at least in each case at least one, with several skillsbrü ⁇ chen 46; 46.1, 46.2 provided perforated disc 45; 45.1, 45.2 vorzugswei ⁇ se for the connection of holding devices, in particular for a ⁇ hanging from the supporting and / or connecting elements of horizontally and / or diagonally extending Gerüstele ⁇ elements, such as frame bars and / or Gerüstdiago ⁇ dimensional, such as, for example, in the figures 1 and 7 are shown in the form of horizontal girder bars 28.2 and / or Diagona ⁇ len 23, 24.1, 24.2, in particular a modular scaffold, here the Layher Allround scaffold system, permanently, here by welding, is attached.
- Each perforated disc 45 of these perforated discs 45 is arranged concentrically to the respective vertical support 30 and surrounds the vertical support 30 preferably fully in the manner of a flange. It is understood, however, that instead of the perforated disks 45 shown, other fastening means may also be provided, to which the scaffolding components which can be connected or connected there, in particular the Connection and / or holding and / or support elements, adapted to be designed.
- the horizontal arms 35.1 to 35.5 each include one, in particular straight, horizontal strut 47.1 and 47.2, which at their ends facing away from each other, preferably ⁇ one-piece or one-piece or multi-part, is formed or provided with a connection head 50.
- the respective An ⁇ final heads 50 of the horizontal arms 35.1 to 35.5 of the vertical frame 25.1, 25.2, 25.3 are each in one piece or in one piece with the respective horizontal strut 47 removablebil ⁇ det or produced.
- connection head 50 generally designated by the reference numeral 50 has an upper head part
- the upper head part 56 has upper side wall parts 51.1 and 51.2 and the lower head part
- the upper vertical outer surfaces 53.1 and 53.2 and the lower vertical outer surfaces 54.1 and 54.2 of the side wall parts 51.1, 51.2; 52.1, 52.2 run in a wedge-like manner towards a center, in particular a stem and disk center 49, and enclose a wedge angle 55, which here is about 44 degrees.
- a horizontal slot 58th provided to the associated vertical strut 30 and the vertical outer surfaces 53.1, 53.2; 54.1, 54.2 is open.
- the slot 58 is bounded by horizontal upper and lower slot surfaces 66.1, 66.2, which are arranged parallel to one another and parallel to the respective longitudinal axis 37 of the respective horizontal arm 35 or its respective horizontal strut 47.
- the slot 58 has a slot width 70 which is about 10 mm, wherein the slot width 70 is only slightly larger than the thickness of the respective perforated disc 45, which is about 9 mm here.
- connection head 45 is plugged with its slot 58 on the at least partially projecting into this hole ⁇ disc 45 and is welded to the respective vertical ⁇ support 30, here also on the perforated disc 45 in this AufSteck too.
- stable vertical ⁇ frame 25; 25.1, 25.2, 25.3, which can be used in a variety of advantageous manner for the construction of space structures, in particular scaffolds 20, frame supports, shoring towers or shoring towers 22, which are compatible with a fit ⁇ the modular scaffold, so with this combinable ⁇ bar are, which is also constructed with appropriate or matching perforated discs having stems or is ⁇ buildable.
- two or more of the vertical frame 25 according to the invention can be; 25.1, 25.2, 25.3, preferably in pairs, connect by scaffolding components, which can also be used in the appropriate modular scaffolding, ie in particular scaffolding bars, for example longitudinal and / or crossbar and / or diagonals, as they are in particular in the form of vertical and / or Horizontaldia ⁇ gonalen of such a modular framework can be used.
- the connection heads 45 are each welded to one of the vertical supports 30 of the vertical frame 25 in such a way that the horizontal plane 71 intersecting the slot 58 at the level of half of the slot width 70 lies approximately in the middle plane 72 intersecting the perforated plate 45 at the level of its center.
- connection head 50 is symmetrical to the horizontal plane 71 and also symmetrical to a vertically arranged and also the longitudinal axis 47 of the horizontal arm 35 and the horizontal strut 47 enthal ⁇ border vertical plane 82 designed.
- the upper head part 56 has upper vertical contact surfaces 80.1.1, 80.1.2 and the lower head part 57 has lower vertical contact surfaces 80.2.1, 80.2.2, with which the connection head 50 bears against the outer surface of the vertical support 30.
- the upper end 81.1 of the upper head portion 56 and the lower end 81.2 of the lower head portion 57 project beyond the horizontal strut 47 of the horizontal arm 35, respectively the outer diameter, respectively in the region of the contact surfaces 80.1, 80.2 in a direction perpendicular to the longitudinal axis 37 of the transverse arm 35 and considered the horizontal strut 47.
- the height 76.1 of the upper head part 56 and the height 76.2 of the lower head part 57 decreases towards the rear, ie in the direction of the horizontal strut 47, here continuous ⁇ Lich and kink-free on the outer diameter 94.2 of the horizontal strut 47 of the horizontal arm 35.
- the upper outer surface 77.1 and the lower outer surface 77.2 of the connection head 50 are thus each inclined to the Horizontalstre ⁇ be 47 of the horizontal arm 35, in this case at an angle 78.1, 78.2 parallel to the longitudinal axis 37 of the transverse arm 35 and the horizontal strut 47 verlau ⁇ fenden line, which is about 45 degrees here.
- the abutment wall parts 80.1, 80.2 of the connection head 50 have a partially cylindrical shape and are viewed in a cross section perpendicular to the longitudinal axis 32 of the associated vertical support 30, designed with a radius corresponding to the outer radius of the vertical support 30, preferably here about 24.15 mm.
- the integrally formed with the strut 47, or the same material and integrally formed on the strut 47, connecting heads 50 can be prepared by forming, in particular by compressing or pressing the respective ends of here with a round tube easierbil ⁇ Deten horizontal strut 47.
- connection head 50 of the horizontal arms 35 is so shaped and with its slot 58, these at least partially in such a way disposed over ⁇ cross at the associated perforated disc 45 that with the exception of a single break-through 46.1 in which it is the smaller ⁇ break 46.1 of the apertures 46; 46.1, 46.2 of the associated perforated disc 45, all other apertures 46.1 and 46.2 of this perforated disc 45 for a connection of holding ⁇ device, in particular for suspending conventional An ⁇ final heads, in particular those of a modular framework, in particular of the Layher Allround Scaffold System, which are each provided with a captive wedge, preferably of horizontally and / or diagonally extending scaffolding ⁇ th, can be used.
- Each connection head 50 is welded not only to one of the vertical supports 30 of the vertical frame 25, but also to one of the perforated disks 45.
- the perforated plates 45 of the vertical frame 25 are orgaußi ⁇ glay designed the same as the perforated discs of a ModulgerüstSys ⁇ tems, here the Layher allround scaffolding system. Accordingly, the perforated disks 45 may be arranged concentrically to the respective vertical support 30 and may surround the respective vertical support 30 in the manner of a flange at least partially, preferably in full circumference, preferably without interruption.
- the perforated discs 45 have at least three, here four small apertures 46.1 and four large apertures 46.2, which are arranged in the same circumferential angles 88 of 45 degrees here alternately to each other.
- Verti ⁇ cal frame 25 differ; 25.1, 25.2; 25.3 in a number of other features:
- the vertical frame 25.1 shown in FIG. 4, also referred to as the starting frame 25.1, has exactly two straight vertical supports 30.1 and 30.2, each having the same length 92.2.
- the length 92.1 also corresponds to the effective length of the vertical frame 25.1 or its vertical supports 30.1, 30.2.
- the length 92.1 is smaller than the horizontal distance 31 between the two Vertikalstüt ⁇ zen 30.1, 30.2 or between the longitudinal axes 32.1, 32.1 of these two vertical supports 30.1 and 30.2.
- the length of each of these vertical supports 92.1 30.1, 30.2 is in ge Service ⁇ th embodiment exactly 70.9 cm or about 0.71 m.
- the weight of this vertical or initial frame 25.1 is only about 15 kg.
- the horizontal distance 31 is, by the way, even with the two other vertical frame 25.2 of FIG. 2 and 25.3 of FIG. 3, each exactly 1088 mm, ie about 1.09 m. This corresponds to a system width of a matching Modulge ⁇ rüstsystems, here of the Layher Allround scaffold system.
- At each vertical support 30.1 and 30.2 of the vertical or initial frame 25.1 are exactly two perforated discs 45.1 and
- each vertical support 30.1, 30.2 are at equal intervals 93.1, 93.2 from here in each case about 100 mm, from the ends 33.1, 33.2; 34.1, 34.2 of the vertical supports 30.1, 30.2 spaced by welding fixed to this.
- the distance 41.1 between the respective two Lochschei ⁇ ben 45.1, 45.3 and 45.2, 45.4 of the respective Vertikalstüt ⁇ ze 30.1 and 30.2 corresponds to the vertical distance 36.1 of the horizontal arms 35.1 and 35.2 or their longitudinal axes 47.1, 47.1, the here about 50 cm about 0.5 m.
- the horizontal arms 35.1 and 35.2 form in the constructed scaffolding 20 two cross rungs 35 of a ladder 21.
- the horizontal arms 35.1 and 35.2 are thus parallel to each other and in a transverse pitch 36.1 of about 0.5 m attached to the vertical supports 30.1 and 30.2.
- Vertikalrah ⁇ men 25.2 has exactly two straight vertical supports 30.3 and
- the length 92.2 corresponds to the effective length of the vertical frame 25.2 or its vertical supports 30.3, 30.4.
- the length 92.2 is slightly smaller than the horizontal distance 31 between the two vertical supports 30.3, 30.4 or between the longitudinal axes 32.2, 32.2 of these two vertical supports 30.3 and 30.4.
- the length 92.2 of each of these vertical supports 30.3, 30.4 is about 100 cm or about 1.0 m.
- the weight this vertical or standard frame 25.2 is only about 18 kg.
- the ends of the horizontal arm 35.4 are expediently corresponding to the outer radius of the vertical supports 30.3 and 30.4 with a corresponding Radiused and welded in the region of its two fluted ends with a, preferably continuous, ie vollum ⁇ initial, weld with the respective vertical support 30.3 and 30.4.
- This horizontal arm 35.4 or its longitudinal axis 37.4 is arranged at a distance 36.2 below and parallel to the other, upper horizontal arm 35.3 or to its longitudinal axis 37.3, wherein this distance 36.2 is about 50 cm or about 0.5 m.
- the distance 36.2 is thus about half as large as the effective length 92.2 of the vertical frame 25.2 or its vertical supports 30.3, 30.4.
- the two horizontal arms 35.3 and 35.4 form two transverse rungs 35 of a ladder 21 in the scaffolding 20 constructed. Accordingly, the horizontal arms 35.3 and 35.4 are fastened parallel to one another and in a transverse rungs spacing 36.2 to the vertical supports 30.3 and 30.4, which is approximately 0.5 m.
- the horizontal arm 35.4 or its longitudinal axis 37.4 has from the respective lower end 34.1, 34.2 of the vertical supports 30.3, 30.4 a distance 41.2, which is exactly 397 mm or about 0.4 m here.
- the lower horizontal arm 35.4 25.2 of the vertical frame approximately in the range of I cal Vert-center of the vertical frame 25.2 Zvi ⁇ rule the upper and lower ends 33.1, 33.2; 34.1, 34.2 of the vertical supports 30.3, 30.4 attached to this and extends perpendicular thereto between them.
- the vertical frame 25.2 is provided with two pipe connectors 105 which are inseparably connected to the vertical supports 30.3, 30.4 at the lower ends 34.1, 34.2, preferably in one piece.
- the or Rohrver ⁇ binder 105 by deformation of the vertical supports 30.3, 30.4 are made.
- it may also be tubular parts with the pipe connectors teilwei ⁇ se in the form of tubes designed lower ends of the vertical may be inserted and based on these via one or by means of a pressing undetachably fastened Kgs be ⁇ NEN.
- the two pipe connectors 105 project beyond the lower ends 34.1, 34.2 of the vertical supports 30.3, 30.4, respectively, beyond the abutting edges 65 provided there, with a length 108.
- This length 108 is preferably about 10 to 20 cm, in particular about 15 to 17 cm, preferably exactly 165 mm, wherein at the free end preferably a chamfer is present, whose length is preferably exactly 15 mm.
- the pipe connectors 105 thus form part of a plug connection 102.
- the pipe connectors 105 have an outer diameter 106 which is slightly smaller than the inner diameter of the upper ends 33.1, 33.2 of the vertical supports 30, so that the pipe connectors 105 can be inserted there.
- an inventive vertical frame 25.2 is attached to another vertical frame 25, as shown for example in Figure 1, in the region of the respective connector 102 each have a coupling or joint 60 is formed. There, the stacked vertical frame 25 are separated from each other ⁇ bar.
- This coupling or joint 60 is arranged in each case in a comparatively small, preferably only about 0.1 m, distance 93.1 above the respective upper horizontal arm 35 or above the respective upper transverse rung 35, in particular above its or its longitudinal axis 37.
- vertical frame 25.3 comprises exactly two straight vertical supports 30.5 and 30.6, each with same length 92.3.
- the length of 92.3 corresponds to the effective length of the vertical frame 25.3 or its Ver ⁇ tikal lan 30.5, 30.6.
- the length 92.3 is smaller than the horizontal distance 31 between the two vertical supports 30.3, 30.4 or between the longitudinal axes 32.2, 32.2 of these two vertical supports 30.5 and 30.6.
- the effective length 92.3 is half the effective length of the vertical frame 25.2 shown in FIG.
- the length 92.3 of each of these vertical supports 30.5, 30.6 is thus preferably about 50 cm or about 0.5 m.
- the weight of this vertical frame 25.3 is only about 13 kg.
- 3 vertical frame 25.3 has only the upper Hori ⁇ zontalarm 35.5 two connecting heads 50.1, 50.2, attached to the respective perforated disc 45.1, 45.2 with its respective slot 58 and, in this attachment position to the respective vertical support 30.5, 30.6 preferably also with the respective perforated disc 45.1, 45.2, is welded.
- the other lower horizontal arm of the two Hori 35.6 ⁇ zontalarme 35.3, 35.4 of the vertical frame 25.3 is welded UNMIT ⁇ telbar with the respective vertical support 30.5 and 30.6, thus without intermediate perforated disks 45th
- the said lower horizontal arm 35.6 accordingly also has no corresponding connecting heads 50.
- the ends of the horizontal arm 35.6 are expediently beveled according to the outer radius of the vertical supports 30.5 and 30.6 with a corresponding radius and welded in the region of its two fluted ends with a, preferably souge ⁇ ing, ie vollumfenden, weld with jewei ⁇ ligen vertical support 30.5 and 30.6.
- the lower horizontal arm formed before ⁇ preferably as a square profile or square tube 35.6 and the longitudinal axis 37.6 is below at a distance 36.3 and disposed parallel to the walls ⁇ reindeer, upper horizontal arm 35.5 and to the longitudinal axis 37.5, with this distance 36.3 about 37 cm or about 0.3 to 0.4 m.
- the lower horizontal arm 35.6 or its longitudinal axis 37.6 has from the respective lower end 34.1, 34.2 of the vertical supports 30.5, 30.6 a distance 41.3, which is about 25 mm or about 0.02 to 0.03 m here.
- the vertical or compensation frame 25.3 is also provided with two pipe connectors 105 which are inseparably connected to the vertical supports 30.5, 30.6 at its lower ends 34.1, 34.2, preferably in one piece.
- these or pipe connector 105 by Umfor ⁇ men of the vertical supports 30.5, 30.6 are made. It is understood, however, that these pipe connectors may also be pipe parts which may be partially plugged into the lower ends of the vertical supports configured as pipes and may be fastened to them in an undetachable manner by means of a pressing or by means of a compression.
- the two pipe connectors 105 project beyond the lower ends 34.1, 34.2 of the vertical supports 30.5, 30.6, respectively beyond the abutting edges 65 provided there with a length 108.
- This length 108 is preferably about 10 to 20 cm, in particular about 15 to 17 cm, preferably exactly 165 mm, wherein at the free end preferably a chamfer is present, whose length is preferably exactly 15 mm.
- an inventive vertical or Aus ⁇ same frame 25.3 is attached to another vertical frame 25, in particular to a vertical frame 25.2, as shown for example in Figure 1, in each case a coupling or joint 60 is formed in the region of the respective connector 102. There, the stacked vertical frame 25 are separable from each other.
- This coupling or joint 60 is in each case in a ver ⁇ comparatively small, preferably only about 0.1 m betra ⁇ ing, distance 93.1 above the respective upper Hori ⁇ zontalarms 35 and the above the respective upper cross bar 35, in particular above the latter or the longitudinal axis 37 thereof.
- FIGS. 7.1 to 7.15 A preferred embodiment of a method according to the invention for mounting a scaffolding 20 according to the invention is described in more detail below with reference to FIGS. 7.1 to 7.15 using the example of a single-frame scaffolding 20 in the form of a teaching or supporting tower 22.
- an appropriate number of a height or level adjustment enabling suitsspin ⁇ spindles 29 may initially shown in FIG. 7.1, possibly via shims, on the ground up ⁇ represents be.
- an initial frame or vertical frame 25.1 can be placed, as shown in Fig. 7.2.
- the two starting frame 25.1, 25.1 can be connected via two longitudinal or scaffolding bars 28.2, 28.2 mitein ⁇ other by these with their Anschlußköp ⁇ fen 250 on the lower perforated discs 45.3, 45.4 of the ⁇ on starting frames 25.1, 25.1 attached and then be secured there by means of the connecting wedges.
- a closed horizontal base frame can be constructed from here five scaffolding parts, namely the two parallel longitudinal ⁇ bars 28.2, 28.2, the two to each vertically arranged horizontal arms and cross rungs 35.2 of the initial frame 25.1, 25.1 and the horizontal diagonal 23 consisting.
- the scaffold bars 28.2, 28.2 span a horizontal plane in which the horizontal diagonal 23 extends.
- the base frame or the scaffolding 20 can be aligned horizontally, that is to say perpendicular to the vertical, for example with the aid of a spirit level, which the fitter 63 holds there in his hands. in particular by bringing the frame components over the foot spindles 29 to the desired level.
- the mechanic can 63 two further frame bar 28.2, 28.2 on the terminal heads 250 to the upper orifice plates 45.1, 45.2 of the initial frame 25.1, attach 25.1 and can subsequently or beforehand two vertical ⁇ diagonal 24.1 via their connection heads 150 as shown in figure 7.4, respectively attach to an upper perforated disc 45.1 or 45.2 of one initial frame 25.1 and to a lower perforated disc 45.3 or 45.4 of the other starting frame 25.1.
- a kind of basic cage can be constructed with two horizontal and four lateral, vertical cage levels.
- the framework components of this basic cage are rigidly connected to each other by the fitter 63, for example by means of a hammer, not shown, by a blow to the upper ends of the through wedges of the connecting heads 250 and 150, the four scaffold bars 28.2 and the horizontal diagonal 23 and the two Vertikaldi ⁇ agonalen 24.1 to the vertical supports 30.3, 30.4 or to the perforated discs 45 of the starting frame 25.1, 25.1 wedges.
- the fitter 63 standing on the ground can place or attach several, for example four, floor panels 43 by means of their suspension hooks 44 on or on the two upper scaffold bars 28.1, 28.1 that then the two upper frame bars 28.1, 28.1 serve as the bottom plate support elements 62.1, 62.2 which define buildin ⁇ actuating positions 61 for the base plates 43rd
- the Bodenplat ⁇ th 43 launched in this vertical area 101.2 form a first wing or working plane to which the mechanic 63 can rise from the ground.
- the technician 63 as shown in Figure 7.6 25.1 can still standing on the floor, on each of the two initial ⁇ frame 25.1, each vertical or standard frame 25.2.
- the fitter 63 can insert the respective standard or vertical frame 25.2 with its lower tube connectors 105 into the upper tube ends 33.1, 33.2 of the vertical supports 30.1, 30.2 of one of the already constructed initial or vertical frames 25.1 until the respective standard or vertical frame 25.2 is seated with its abutting edges 65 at the respective coupling or joint 60 on the upper end edge of the respective vertical support 30.1, 30.2.
- a circuit namely the two in each case automatically 21.1 and 21.2 preserver ⁇ th which has four crossbars here crossbars also referred to as horizontal arms 35.1 and 35.2 of the respective top frame 25.1 and the two likewise Cross arms 35.3 and 35.4 of the respective standard frame 25.2, which are referred to as horizontal arms.
- At least one conductor 21.1 of these conductors 21.1, 21.2 can be used for further assembly, if necessary, the subsequent dismantling of the scaffolding 20 as ascent and descent possibly help USAGE ⁇ be det.
- the fitter 63 can either, as shown in Fig.
- the scaffold bars 28.2, 28.2 fastened to the perforated discs 45.1, 45.2 of the respectively mounted standard frame 25.2 are located at a vertical distance above the one on the perforated discs 45.1, 45.2 of the respective initial frame 25.1,
- the fitter 63 as shown in Fig. 7.7, still standing on the ground, preferably two Verti ⁇ kaldiagonalen 24.2, 24.2 mount, by fastening them respectively horizontally between the two adjacent and arranged in Wesent ⁇ union at the same height standard frames 25.2, 25.2 at the perforated disks 45 such that each vertical diagonal 24.2 at one end with the connection head 150 with a hollow plate 45.1 and 45.2 of the two patch standard frame 25.2 fixed and the other end with its connection head 150 is attached to a perforated disc 45.1 and 45.2 one of the underlying starting frame 25.1, in turn, as already in the case of the vertical diagonal 24.1 of the first height block 100.1, each arranged crosswise to each other.
- the fitter 63 still standing on the ground can build on the first height block 100.1 a second height block 100.2, which contains the two standard frames 25.2, 25.2 attached.
- the fitter 63 can rise up from the floor to the bottom ⁇ plates 43 of the first level block, so that it then, as shown in Figure 7.8, standing on the floor plates 43, located within an interior space 83, which is preferably a cage-like, on all sides circumferentially against lateral falling off of persons 63 with the leading-mounted hip or back railings gesi ⁇ chert is, both in the form of the two longitudinal or Roof bars 28.2, 28.2 as well as in the form of the two at a substantially same height as this, but perpendicular thereto arranged horizontal arms or cross rungs 35.3, 35.3 of the two patch standard frame 25.2, 25.2.
- the standing on the floor plates 43 of the vertical range ⁇ 101.2 assembler 62 may continue to build the formed with the previously placed two additional standard frame 25.2, 25.2 third height block 100.3.
- the fitter 63 can complete a leading railing for a next vertical area 101.4 such that he two perforated plates 45.1, 45.2 of the other further patch standard frame 25.2, 25.2 two more scaffold bars 28.2, 28.2, as shown in Figure 7.9, respectively between the two horizontally spaced on a substantially same height arranged said further standard frame 25.2, 25.2 attached to each of its perforated discs 45.1 and 45.2.
- the fitter 63 can also lift this height block 100.3 with the aid of two further vertical vertical stiffening 24.2, 24.2, as also illustrated in Figure 7.9.
- the assembler can 93, as seen from a comparison of the figures 7.9 and 7.10 indicate expand vorzugswei ⁇ se to a bottom plate 43, all the other bottom plates 43 of the vertical portion 101.2 and these subsequent ⁇ WORKd again in the under construction scaffolding 20 so install that he rebuilt the removed bottom plates 43 in the next higher vertical range 101.3, so this hangs on the two serving as hip ormakergelän ⁇ serving scaffold bars 28.2, 28.2 of said next higher vertical range 100.3.
- This scaffold bars 28.2, 28.2 are then also used as a base plate support ⁇ elements 60.1, 60.2.
- the assembler 63 can expedient ⁇ ßigerweise serving as hip or back rail frame bars 28.2, 28.2 of the said next higher Verti ⁇ kalbe Reich 101.3 prove so with the under-developed base plates 43 that finally at waist level or at the level of the newly installed base plates and between a bottom plate 43 of the newly built Bodenplat ⁇ th 43 and about the same height located trans ⁇ rung 35.3 a vertical or standard frame 25.2 of the second height block 100.2 an opening 76 remains, in which the mechanic 63, at least one in the underlying vertical area 101.2 remaining bottom plate 43 standing, is located.
- the fitter 63 can subsequently, as illustrated in FIG. 7.11, continue from the remaining lower floor panel 43 via the transverse rungs 35 of the ladder 21. 1 through the opening 76 serving as access opening 76 to the floor panels 43 of FIG said next higher vertical range 101.3 rise. There, the fitter 63 is then again circumferentially by a multi-part hip or back railing, which is formed with two crossbars 28.2, 28.2 and with two cross rungs 35.3, 35.3, optimally against lateral falling gesi ⁇ chert.
- the fitter can now from below by another person not shown, the still missing a Bodenplat ⁇ te 43 for the top work platform on which the fitter 63 resides, give up what he, as shown in Figure 7.12, the there still missing bottom plate 43 can install or install. Subsequently, in this exemplary embodiment and in this assembly stage, a total of five floor panels 43 are installed or installed, namely the one floor panel 43 remaining in the vertical area 101.2 and the four floor panels 43 installed in the overlying vertical area 101.3.
- the above-beschrie ⁇ bene lay-up assembly process can be continued in the same way or similar, in particular by first pairs per vertical portion 101 and the amount per block 100 further vertical or standard frame 25.2 one above the other and this associated further scaffold bars 28.2 and Verti ⁇ kaldiagonalen 24.2 are constructed, for example, until the structure shown in Figure 7.13 is reached.
- the U-profile 38.1 can be used for supporting or receiving load carriers or Shuttering carriers, here in the form of I-beams 26 vorgese ⁇ hen (see Figures 1 and 7.14 and 7.15). It is understood that the same or different head spindles can also be designed adapted for the support and / or accommodation of other support bodies, for example in the form of a cross-head spindles, in which a support plate and a plurality of horizontally spaced apart in the region of their upper ends starting upwardly extending support profiles can be provided.
- the bottom plates 43 of the uppermost work or construction plane can take off and enter downward or downward take.
- a crane or the like lifting device can be used to allow a horizontal disassembly.
- Foot spindle 35.3 first horizontal arm / vertical support cross rung
- Corner stiffener 48 .1 Vertical frame support
- Corner stiffener 49 stems and discs ⁇
Abstract
Description
Claims
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES10812979.2T ES2455268T3 (es) | 2010-02-19 | 2010-12-01 | Andamio y procedimiento para montar o desmontar un andamio de este tipo |
PL10812979T PL2411598T3 (pl) | 2010-02-19 | 2010-12-01 | Rusztowanie budowlane i sposób montażu wzgl. demontażu tego rodzaju rusztowania budowlanego |
BRPI1014761-6A BRPI1014761B1 (pt) | 2010-02-19 | 2010-12-01 | Andaime e processo para montar e desmontar um andaime desta espécie |
AU2010346421A AU2010346421B2 (en) | 2010-02-19 | 2010-12-01 | Scaffold and methods for installing or removing such a scaffold |
EP10812979.2A EP2411598B1 (de) | 2010-02-19 | 2010-12-01 | Baugerüst und verfahren zum montieren bzw. demontieren eines derartigen baugerüsts |
NZ596217A NZ596217A (en) | 2010-02-19 | 2010-12-01 | Scaffold and methods for installing or removing such a scaffold |
US13/376,251 US20120298449A1 (en) | 2010-02-19 | 2010-12-01 | Scaffold and methods for installing or removing such a scaffold |
ZA2011/08012A ZA201108012B (en) | 2010-02-19 | 2011-11-01 | Scaffold and methods for installing or removing such a scaffold |
US14/546,094 US20150068011A1 (en) | 2010-02-19 | 2014-11-18 | Scaffold and methods for installing or removing such a scaffold |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102010000472A DE102010000472A1 (de) | 2010-02-19 | 2010-02-19 | Baugerüst und Verfahren zum Montieren bzw. Demontieren eines derartigen Baugerüsts |
DE102010000472.3 | 2010-02-19 |
Related Child Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US13/376,251 A-371-Of-International US20120298449A1 (en) | 2010-02-19 | 2010-12-01 | Scaffold and methods for installing or removing such a scaffold |
US14/546,094 Division US20150068011A1 (en) | 2010-02-19 | 2014-11-18 | Scaffold and methods for installing or removing such a scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2011100941A1 true WO2011100941A1 (de) | 2011-08-25 |
Family
ID=43856051
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2010/075148 WO2011100941A1 (de) | 2010-02-19 | 2010-12-01 | Baugerüst und verfahren zum montieren bzw. demontieren eines derartigen baugerüsts |
Country Status (10)
Country | Link |
---|---|
US (2) | US20120298449A1 (de) |
EP (1) | EP2411598B1 (de) |
AU (1) | AU2010346421B2 (de) |
BR (1) | BRPI1014761B1 (de) |
DE (1) | DE102010000472A1 (de) |
ES (1) | ES2455268T3 (de) |
NZ (1) | NZ596217A (de) |
PL (1) | PL2411598T3 (de) |
WO (1) | WO2011100941A1 (de) |
ZA (1) | ZA201108012B (de) |
Cited By (1)
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CN104100103A (zh) * | 2014-07-10 | 2014-10-15 | 青岛第一市政工程有限公司 | 一种装配式格构承重方管支架 |
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IT1403591B1 (it) * | 2010-12-21 | 2013-10-31 | Pensieri | Scala con stabilità migliorata |
US9546489B2 (en) * | 2012-08-02 | 2017-01-17 | Form 700 Pty Ltd | Formwork support scaffold structure |
DE102014222323A1 (de) * | 2014-10-31 | 2016-05-04 | Hünnebeck GmbH | Basisrahmenelement und Basisrahmen für einen Gerüstturm sowie Gerüstturm mit einem solchen |
CN104563913B (zh) * | 2015-01-12 | 2016-06-08 | 上海振华重工(集团)股份有限公司 | 套管张紧器平台框架及其套件 |
USD785815S1 (en) * | 2015-07-01 | 2017-05-02 | Cj Cgv Co., Ltd. | Supporting frame for screen |
USD785814S1 (en) * | 2015-07-01 | 2017-05-02 | Cj Cgv Co., Ltd. | Ceiling frame for screen |
USD785204S1 (en) * | 2015-07-01 | 2017-04-25 | Cj Cgv Co., Ltd. | Frame for theater |
DE102016204694A1 (de) * | 2016-03-22 | 2017-09-28 | Peri Gmbh | Gerüstelement mit einem Trägerkopf und Baugerüst mit einem solchen Gerüstelement |
CN106639285A (zh) * | 2017-01-11 | 2017-05-10 | 中国建筑第五工程局有限公司 | 电梯井提升式操作平台 |
US10107003B1 (en) * | 2017-03-31 | 2018-10-23 | Adaptive Communications LLC | Systems and methods for self-standing, self-supporting, rapid-deployment, movable communications towers |
DE102017216255A1 (de) * | 2017-09-14 | 2019-03-14 | Peri Gmbh | Gerüstriegel, Gerüst und Verfahren zum Aufbau eines Gerüsts |
DE102017218929A1 (de) | 2017-10-24 | 2019-04-25 | Peri Gmbh | Gerüstrahmen mit Klettersicherung |
DE102018105660A1 (de) | 2018-03-12 | 2019-09-12 | Krause-Werk Gmbh & Co. Kg | Verfahren zum Montieren eines Gerüstes |
EP3772559B1 (de) * | 2019-08-05 | 2023-12-13 | Sistemas Técnicos De Encofrados, S.A. | Verankerungssystem mit diagonalaussteifung und schalungsstrebe |
FR3109596B1 (fr) * | 2020-04-26 | 2022-04-15 | Mills | Procédé de montage d’une tour d’étaiement provisoire |
CN113668848B (zh) * | 2021-08-23 | 2022-07-15 | 江苏速捷模架科技有限公司 | 一种独立塔式盘扣支撑架 |
CN114482671A (zh) * | 2022-01-26 | 2022-05-13 | 中国建筑第二工程局有限公司 | 一种高支模支撑架德国塔安装施工方法 |
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- 2010-12-01 PL PL10812979T patent/PL2411598T3/pl unknown
- 2010-12-01 NZ NZ596217A patent/NZ596217A/xx unknown
- 2010-12-01 US US13/376,251 patent/US20120298449A1/en not_active Abandoned
- 2010-12-01 ES ES10812979.2T patent/ES2455268T3/es active Active
- 2010-12-01 EP EP10812979.2A patent/EP2411598B1/de active Active
- 2010-12-01 BR BRPI1014761-6A patent/BRPI1014761B1/pt active IP Right Grant
- 2010-12-01 AU AU2010346421A patent/AU2010346421B2/en active Active
- 2010-12-01 WO PCT/DE2010/075148 patent/WO2011100941A1/de active Application Filing
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Also Published As
Publication number | Publication date |
---|---|
ZA201108012B (en) | 2012-11-28 |
AU2010346421A1 (en) | 2012-02-02 |
BRPI1014761A8 (pt) | 2017-10-10 |
AU2010346421A2 (en) | 2012-03-01 |
US20120298449A1 (en) | 2012-11-29 |
BRPI1014761A2 (pt) | 2016-04-19 |
ES2455268T3 (es) | 2014-04-15 |
EP2411598B1 (de) | 2014-02-19 |
NZ596217A (en) | 2013-11-29 |
US20150068011A1 (en) | 2015-03-12 |
BRPI1014761B1 (pt) | 2019-05-21 |
DE102010000472A1 (de) | 2011-08-25 |
EP2411598A1 (de) | 2012-02-01 |
PL2411598T3 (pl) | 2014-07-31 |
AU2010346421B2 (en) | 2015-05-07 |
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