EP3433448A1 - Gerüstelement mit einem trägerkopf und baugerüst mit einem solchen gerüstelement - Google Patents
Gerüstelement mit einem trägerkopf und baugerüst mit einem solchen gerüstelementInfo
- Publication number
- EP3433448A1 EP3433448A1 EP17708472.0A EP17708472A EP3433448A1 EP 3433448 A1 EP3433448 A1 EP 3433448A1 EP 17708472 A EP17708472 A EP 17708472A EP 3433448 A1 EP3433448 A1 EP 3433448A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- scaffolding
- spindle
- tube
- scaffold
- positioning groove
- 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.)
- Granted
Links
- 230000014392 establishment of spindle localization Effects 0.000 claims abstract description 45
- 230000008878 coupling Effects 0.000 claims description 11
- 238000010168 coupling process Methods 0.000 claims description 11
- 238000005859 coupling reaction Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000001419 dependent effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
-
- 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
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
- E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
-
- 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
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
- E04G7/20—Stiff scaffolding clamps for connecting scaffold members of common shape for ends of members only, e.g. for connecting members in end-to-end relation
-
- 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
- E04G7/301—Scaffolding bars or members with non-detachably fixed coupling elements for connecting bars or members which are parallel or in end-to-end relation
-
- 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
-
- 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
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G2001/158—Platforms supported by spigots which engage through holes in the platform
Definitions
- the invention relates to a scaffolding element for a scaffolding, wherein the scaffolding element has the following:
- the above-described carrier head of the scaffolding element generally serves for the removal of a vertical load into a scaffolding.
- a concrete formwork can be placed or mounted on the carrier head.
- the carrier head can be used as a temporary support for renovations.
- the object of the invention is achieved by a scaffolding element with the features of claim 1 and a scaffolding according to
- the object of the invention is thus achieved by a scaffolding element for a scaffolding.
- the scaffolding element has a carrier head with a threaded spindle.
- the scaffolding element furthermore has a scaffolding tube with a spindle receiving section.
- the threaded spindle is partially inserted.
- the spindle receiving portion is located at a first axial end of the scaffolding tube.
- On the threaded spindle a spindle nut is mounted so that the carrier head in the mounted vertical state of the scaffold element introduces its load via the threaded spindle in the scaffolding tube.
- the spindle receiving portion in this case has a first Spindelpositioniernut, the
- the first spindle positioning groove significantly improves the vertical
- the longitudinal axis of the threaded spindle on the angle ß relative to the longitudinal axis of the scaffold tube wherein the angle ß less than 1 °, in particular less than 0.8 °, preferably less than 0.7 °.
- the vertical load is thereby introduced as centrally as possible into the scaffolding tube in order to keep small moments occurring in the scaffolding.
- the first spindle positioning groove may extend parallel to the longitudinal axis of the scaffolding tube. In this case, preferably at least three, distributed over the circumference of the scaffold tube, grooves for aligning the
- Threaded spindle provided. In a preferred embodiment of the first spindle positioning groove, however, this extends in the circumferential direction of the scaffold tube.
- the first Spindelpositioniernut can in
- Circumferential direction of the scaffolding tube interrupted or revolving
- a particularly effective centering of the threaded spindle in the scaffold tube takes place when the axial distance of the first Spindelpositioniernut from first axial stand pipe end is smaller than the inner diameter of the spindle receiving portion.
- the spindle receiving portion has a second
- the second Spindelpositioniernut is axially spaced from the first Spindelpositioniernut and reduces the inner diameter of the scaffold tube.
- the second spindle positioning groove may extend parallel to the longitudinal axis of the scaffolding tube. In this case, preferably at least three, distributed over the circumference of the scaffold tube, grooves for aligning the
- Threaded spindle provided.
- the second Spindelpositioniernut be interrupted or circumferentially formed in the circumferential direction of the scaffold tube.
- the third spindle positioning groove is axially further spaced from the first spindle positioning groove than the second spindle positioning groove.
- the Spindle positioning groove reduces the inner diameter of the scaffold tube.
- the third spindle positioning groove further improves the alignment, in particular the centering, of the threaded spindle in the scaffolding tube.
- the third spindle positioning groove may extend parallel to the longitudinal axis of the scaffolding tube. In this case, preferably at least three, over the Scope of the scaffolding tube distributed, provided grooves for alignment of the threaded spindle. Alternatively, the third may
- the third Spindelpositioniernut can in the circumferential direction of the
- Scaffolding tube interrupted or formed circumferentially.
- the third spindle positioning groove is spaced axially less far from the second spindle positioning groove than the second spindle positioning groove
- the second Spindelpositioniernut and / or the third Spindelpositioniernut reduces the inner diameter of the scaffold tube as far as the first Spindelpositioniernut.
- the radial play of the threaded spindle in the scaffold tube is thereby significantly reduced, the threaded spindle still easily inserted into the scaffold tube.
- the scaffolding tube may have a second skeleton tube end opposite the first axial scaffold tube end
- the trunnion receiving portion may have a first trunnion position groove that reduces the inner diameter of the scaffolding tube.
- the scaffold tube is mechanically reinforced in the area of the trunnion receiving section by the first trunnion positioning groove.
- the first pin positioning groove may extend parallel to the longitudinal axis of the standpipe. In this case, preferably at least three, distributed over the circumference of the scaffold tube, grooves for aligning the
- Threaded spindle provided. Alternatively, the first
- Zapfenpositioniemut extend in the circumferential direction of the scaffolding tube.
- the first pin position groove can be interrupted or circumferentially formed in the circumferential direction of the scaffold tube.
- the axial distance of the first pin position groove from the second axial frame tube end is smaller than the inner diameter of the first pin position groove.
- the pin receiving portion has a second
- Journal position groove which is axially spaced from the first journal position groove and reduces the inner diameter of the scaffold tube.
- the pin of another scaffolding element is characterized in two axially spaced pin positioning grooves in
- the second journal position groove may extend parallel to the longitudinal axis of the scaffold tube. In this case, preferably at least three, distributed over the circumference of the scaffold tube, grooves for aligning the
- Threaded spindle provided.
- Zapfenpositioniemut extend in the circumferential direction of the scaffolding tube.
- the second Zapfenpositioniemut can in the circumferential direction of the
- Scaffolding tube interrupted or formed circumferentially.
- a crossbar of the scaffold element is connected to the scaffold tube, or
- the first stiffening groove is spaced less than 15 cm in a first axial direction from the node and reduces the inner diameter of the scaffold tube or increases the outer diameter of the scaffold tube. Due to the first stiffening groove, the framework element is reinforced in a region in which it is particularly heavily loaded in the assembled state, namely in the area of the nodal point.
- the scaffolding tube offers a higher resistance and moment of inertia in the area of the pressure point of the cross bar due to the first stiffening groove.
- the coupling point can in the form of a rosette for
- Connection of a crossbar may be formed.
- the scaffold tube in the region of the node on a further stiffening groove which is spaced less than 15 cm in a second axial direction from the node and the
- Outer diameter of the scaffolding tube increased.
- the second axial direction is opposite to the first axial direction.
- Words is reinforced by a further reinforcing groove of the node in both axial directions by a respective reinforcing groove.
- the Spindelpositioniernut (-en) and the stiffening groove (s) reduce the inner diameter of the scaffold tube preferably to the same extent.
- the object of the invention is further achieved by a scaffolding with a scaffolding element described above.
- Figure 1 is a sectional view of a scaffolding element from the prior
- FIG. 2 shows a sectional view of a framework element according to the invention
- Figure 3 is a plan view of a node of a
- Figure 4 is a perspective view of an inventive
- FIG. 1 shows a framework element 10 according to the prior art.
- the scaffolding element 10 has a scaffolding tube 12.
- a spindle receiving portion 14 is formed in the scaffold tube 12.
- the threaded spindle 16 has an external thread 18.
- Scaffolding element 10 also has a spindle nut 20.
- the spindle nut 20 is attached to the external thread 18 of the threaded spindle 16.
- the spindle receiving portion 14 has in the axial direction throughout the same inner diameter.
- the threaded spindle 16, which is supported axially via the spindle nut 20 on the scaffold tube 12, has a
- FIG. 2 shows, in contrast to FIG. 1, an inventive device
- the scaffold element 10 according to FIG. 2 has a
- the framework element 10 has a threaded spindle 16 on which a spindle nut 20 is arranged.
- the spindle receiving portion 14 has a first spindle positioning groove 24, a second spindle positioning groove 26, and a third spindle positioning groove 28.
- Threaded spindle 16 By the Spindelpositioniemuten 24, 26, 28, the threaded spindle 16 is arranged much less inclined in the scaffolding tube 12.
- the angle ⁇ between the longitudinal axis 23a of the threaded spindle 16 and the longitudinal axis 23b of the scaffold tube 12 is in particular less than 0.8 °, preferably less than 0.7 °.
- Scaffolding element 10 according to FIG. 1 thereby increases the vertical load capacity of the scaffold element 10 by approximately 10%.
- the spindle receiving portion is mechanically reinforced by the spindle positioning grooves 24, 26, 28 against buckling.
- FIG. 2 shows another scaffolding element 30 (dashed line), whose journal 32 can be inserted into the scaffold tube 12.
- the scaffold tube 12 thus has a first axial scaffold tube end 34 into which the threaded spindle 16 can be inserted. Furthermore, the threaded spindle 16 can be inserted.
- Pin positioning groove 40 and a second pin positioning groove 42 are identical to Pin positioning groove 40 and a second pin positioning groove 42.
- FIG. 3 shows a further framework element 10 according to the invention.
- the framework element 10 has a node 44 with a coupling point 46.
- the coupling point 46 is presently designed in the form of a rosette.
- Crossbars 48, 50 are arranged at the coupling point 46.
- the scaffold tube 12 is a first
- Stiffening groove 54 which is formed in a first axial direction 56 spaced from the coupling point 46 in the scaffold tube 12.
- a second stiffening groove 58 is formed in the first axial direction 56 at a distance from the coupling point 46 in the scaffold tube 12.
- Shoulders 60, 62 of the cross bars 48, 50 are in the region of the scaffold tube 12 between the first stiffening groove 54 and the second stiffening groove 58 on the scaffolding tube 12.
- the scaffold tube 12 has a further stiffening groove 64.
- the further stiffening groove 64 is spaced from the coupling point 46 in a second axial direction 66.
- the first axial direction 56 and the second axial direction 66 thereby run along the longitudinal axis 23b of the
- the framework element 10 can be provided between axially adjacent coupling points, of which only one coupling point 46 is shown in FIG.
- At least one vinversteifungsnut 72 may be formed in the scaffold tube 12.
- FIG. 4 shows a scaffolding 74 with a plurality of scaffolding elements, of which only a first one is shown in FIG. 4 for reasons of clarity
- Scaffolding element 10 is provided with a reference numeral.
- Scaffolding element 10 has, by way of example, a node 44 on which - also by way of example - a transverse bar 48 is arranged. Due to the small representation of the scaffolding 74 is in Figure 4 no
- the invention relates in summary to a scaffolding element 10 with a scaffolding tube 12, in the one end a threaded spindle 16 partially
- the scaffold element 10 can thereby be acted upon much more strongly in the direction of the longitudinal axis 23b of the scaffold tube 12 with a force.
- the scaffolding tube 12 may at the other end at least one pin positioning grooves 40, 42, in particular a plurality
- Pin positioning grooves 40, 42 have.
- the scaffold tube 12 in the region of a node 44 at least one stiffening groove 54, 58, 64 have.
- the scaffold tube 12 between two nodes 44 may have at least one relieveversteifungsnut 72.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016204694.2A DE102016204694A1 (de) | 2016-03-22 | 2016-03-22 | Gerüstelement mit einem Trägerkopf und Baugerüst mit einem solchen Gerüstelement |
PCT/EP2017/054773 WO2017162415A1 (de) | 2016-03-22 | 2017-03-01 | Gerüstelement mit einem trägerkopf und baugerüst mit einem solchen gerüstelement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3433448A1 true EP3433448A1 (de) | 2019-01-30 |
EP3433448B1 EP3433448B1 (de) | 2020-09-02 |
Family
ID=58213069
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17708472.0A Active EP3433448B1 (de) | 2016-03-22 | 2017-03-01 | Gerüstelement mit einem trägerkopf und baugerüst mit einem solchen gerüstelement |
Country Status (9)
Country | Link |
---|---|
US (1) | US20200291666A1 (de) |
EP (1) | EP3433448B1 (de) |
AR (1) | AR107873A1 (de) |
AU (1) | AU2017236137B2 (de) |
CA (1) | CA3016937A1 (de) |
DE (1) | DE102016204694A1 (de) |
ES (1) | ES2835076T3 (de) |
PL (1) | PL3433448T3 (de) |
WO (1) | WO2017162415A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049388A (zh) * | 2020-09-01 | 2020-12-08 | 上海家树建筑工程有限公司 | 承插型盘扣式脚手架 |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102017220696A1 (de) * | 2017-11-20 | 2019-05-23 | Peri Gmbh | Gerüststiel, Baugerüst und Verfahren zur Herstellung eines Gerüststiels |
CN108343233B (zh) * | 2018-02-07 | 2021-04-16 | 中国核电工程有限公司 | 可重复使用的一次引入设备的楼板施工快速支撑结构 |
Family Cites Families (40)
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US587695A (en) * | 1897-08-10 | billing- | ||
US1223591A (en) * | 1913-12-01 | 1917-04-24 | Mahlon E Layne | Well-boring stem. |
US2192914A (en) * | 1938-11-30 | 1940-03-12 | James N Ice | Method of connecting conduit sections |
US3068563A (en) * | 1958-11-05 | 1962-12-18 | Westinghouse Electric Corp | Metal joining method |
US3596939A (en) * | 1968-08-15 | 1971-08-03 | Glenn J Gibson | Tube joint having sealing and crimping means |
US3675949A (en) * | 1970-05-18 | 1972-07-11 | Mc Donnell Douglas Corp | Coupling fitting for connecting two pipes |
US3689112A (en) * | 1970-10-27 | 1972-09-05 | Bowen Tools Inc | Tubing connection having means for distributing axially applied pulling forces |
US3690703A (en) * | 1970-12-02 | 1972-09-12 | Federal Auto Products Co Inc | Coupling for hoses of different diameters |
US3987820A (en) * | 1973-04-10 | 1976-10-26 | Perfection Corporation | Gas riser apparatus and method |
US3958819A (en) * | 1975-03-21 | 1976-05-25 | Tifft William C | Adjustable drop or riser nipple |
US4277879A (en) * | 1978-03-17 | 1981-07-14 | Ridenour Ralph Gaylord | Tubing joint assembly method |
US4284297A (en) * | 1978-11-06 | 1981-08-18 | Textron Inc. | Meter riser |
US4371199A (en) * | 1980-01-31 | 1983-02-01 | General Electric Company | Crimped tube joint |
US4359812A (en) * | 1981-01-14 | 1982-11-23 | General Electric Company | Method of making a joint |
DE3149596A1 (de) * | 1981-12-15 | 1983-06-23 | Uni-Cardan Ag, 5200 Siegburg | Verbindung von teilen |
CA1229113A (en) * | 1983-10-26 | 1987-11-10 | Neil W. Woods | Scaffolding and locking discs therefor |
US4840513A (en) * | 1986-11-05 | 1989-06-20 | Hackett Steven B | Scaffolding connector apparatus |
US4902048A (en) * | 1987-03-31 | 1990-02-20 | Usui Kokusai Sangyo Kaisha Ltd. | Joint structure for jointing metal pipes at their ends |
DE3804424C1 (en) * | 1988-02-12 | 1989-08-24 | Hydromatik Gmbh, 7915 Elchingen, De | Piston for axial-piston machines |
GB2229419A (en) * | 1989-03-21 | 1990-09-26 | Aluma Systems | Jacks for building supports. |
DE4027739C1 (de) * | 1990-09-01 | 1991-10-24 | Friedr. Ischebeck Gmbh, 5828 Ennepetal, De | |
DE9016310U1 (de) * | 1990-11-30 | 1991-02-21 | Hewing Gmbh, 4434 Ochtrup, De | |
DE19602737A1 (de) * | 1996-01-26 | 1997-07-31 | Peri Gmbh | Gerüstknoten |
DE19609257C2 (de) * | 1996-02-28 | 1998-08-20 | Mannesmann Ag | Rohrverbindung |
CH691323A5 (fr) * | 1997-05-16 | 2001-06-29 | Nanicoba Ets | Etai. |
GB2335684B (en) * | 1998-03-26 | 2002-07-03 | Vetco Gray Inc Abb | External tieback connector |
DE19859365A1 (de) * | 1998-12-22 | 2000-06-29 | Plettac Ag Geschaeftsbereich G | Gerüstrohr mit Eindrückungen zur Erhöhung der Lastaufnahmefähigkeit |
DE10111279A1 (de) * | 2000-12-29 | 2002-07-04 | Plettac Assco Gmbh & Co Kg | Gerüstrohr |
SE524308C2 (sv) * | 2001-12-27 | 2004-07-27 | Volvo Lastvagnar Ab | Ändanslutning för rör vilken medger relativ vridrörelse innefattande en i röränden inskjutande hylsa |
US20040102069A1 (en) * | 2002-11-21 | 2004-05-27 | Singeetham Shiva P. | Hydraulic connector |
DE20218734U1 (de) * | 2002-12-03 | 2003-02-20 | Kirchner Fraenk Rohr | Wellrohr-Verbindungsanordnung sowie Wellrohr |
US7568320B2 (en) * | 2003-02-03 | 2009-08-04 | Helifix Limited | Wall reinforcement system |
US8057516B2 (en) * | 2007-03-21 | 2011-11-15 | Zimmer Spine, Inc. | Spinal stabilization system with rigid and flexible elements |
US20120228060A1 (en) * | 2008-06-10 | 2012-09-13 | Rogers Peter J | High capacity vertical member for use with modular scaffolding |
DE102010000472A1 (de) * | 2010-02-19 | 2011-08-25 | Wilhelm Layher Verwaltungs-GmbH, 74363 | Baugerüst und Verfahren zum Montieren bzw. Demontieren eines derartigen Baugerüsts |
DE102011001796A1 (de) * | 2011-04-05 | 2012-10-11 | Wilhelm Layher Verwaltungs-Gmbh | Gerüststiel |
DE102013206577A1 (de) * | 2013-04-12 | 2014-10-16 | Peri Gmbh | Verfahren zur Festigung und Kalibrierung eines Rohrabschnittes |
DE102013108326A1 (de) * | 2013-08-02 | 2015-02-05 | Peri Gmbh | Gerüstrohr eines Baugerüsts und Gerüstelement |
DE102015209735A1 (de) * | 2015-05-27 | 2016-12-01 | Peri Gmbh | Gerüst mit Gerüsthalteraufnahme und Verwendung einer Ausnehmung in einem Gerüststiel |
DE102018218060A1 (de) * | 2018-10-22 | 2020-04-23 | Peri Gmbh | Gerüststiel-Anschlussrosette mit Hohlprägungen bei reduzierter Nenndicke sowie Gerüstbaugruppe |
-
2016
- 2016-03-22 DE DE102016204694.2A patent/DE102016204694A1/de not_active Withdrawn
-
2017
- 2017-03-01 EP EP17708472.0A patent/EP3433448B1/de active Active
- 2017-03-01 US US16/087,632 patent/US20200291666A1/en active Pending
- 2017-03-01 CA CA3016937A patent/CA3016937A1/en active Pending
- 2017-03-01 AU AU2017236137A patent/AU2017236137B2/en active Active
- 2017-03-01 PL PL17708472.0T patent/PL3433448T3/pl unknown
- 2017-03-01 ES ES17708472T patent/ES2835076T3/es active Active
- 2017-03-01 WO PCT/EP2017/054773 patent/WO2017162415A1/de active Application Filing
- 2017-03-14 AR ARP170100631A patent/AR107873A1/es unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049388A (zh) * | 2020-09-01 | 2020-12-08 | 上海家树建筑工程有限公司 | 承插型盘扣式脚手架 |
Also Published As
Publication number | Publication date |
---|---|
WO2017162415A1 (de) | 2017-09-28 |
ES2835076T3 (es) | 2021-06-21 |
CA3016937A1 (en) | 2017-09-28 |
AU2017236137B2 (en) | 2022-06-02 |
EP3433448B1 (de) | 2020-09-02 |
AR107873A1 (es) | 2018-06-13 |
AU2017236137A1 (en) | 2018-09-13 |
PL3433448T3 (pl) | 2021-02-22 |
US20200291666A1 (en) | 2020-09-17 |
DE102016204694A1 (de) | 2017-09-28 |
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