WO2016193023A1 - Gerüstbodenelement, insbesondere für ein baugerüst - Google Patents
Gerüstbodenelement, insbesondere für ein baugerüst Download PDFInfo
- Publication number
- WO2016193023A1 WO2016193023A1 PCT/EP2016/061444 EP2016061444W WO2016193023A1 WO 2016193023 A1 WO2016193023 A1 WO 2016193023A1 EP 2016061444 W EP2016061444 W EP 2016061444W WO 2016193023 A1 WO2016193023 A1 WO 2016193023A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- region
- area
- profile
- curvature
- rib
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- 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
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
- E04G1/20—Scaffolds comprising upright members and provision for supporting cross-members or platforms at different positions therealong
-
- 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
- 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
- E04G2001/156—Stackable platforms
Definitions
- Scaffolding floor element in particular for a scaffolding
- the present invention relates to a scaffolding floor element, which can be used, for example, when creating a scaffolding.
- a scaffolding floor element which can be used, for example, when creating a scaffolding.
- Such a generally plank-like design scaffold floor element is elongated in a longitudinal direction thereof and can be connected in its two, for example with hook-like connecting elements or with connecting openings formed end regions with cross members or cross members of a scaffold or hooked thereto.
- a plurality of such scaffold floor elements can be provided next to one another in a transverse direction of the scaffold floor elements.
- Such scaffolding floor elements are generally constructed of sheet metal material and are formed by forming a punched or otherwise separated out of a metal sheet sheet metal blank.
- a scaffold floor element in particular for a scaffolding, comprising a scaffold floor body made of sheet metal material elongated in a longitudinal direction with a tread surface area providing a tread surface on an upper side and with lateral edge areas of the tread area in a transverse direction at two in a transverse direction Sheet metal material formed transition areas at the tread area adjoining side cheek areas, wherein at least one side cheek area in its end region remote from the transition region in a height direction end formed by forming the sheet metal Endprofil Suite, wherein at least one transition region and / or at least one Endprofil Scheme at least one curvature-like transformation region is provided thereby characterized in that in at least one curvature-like deformation region, a radius of curvature is at least partially less than or equal to a material thickness of the sheet material.
- a scaffolding floor element according to the invention due to the comparatively great deformation of the sheet material, this can be provided, for example, with a material thickness in the range from 1.0 to 1.5 mm, preferably approximately 1.3 mm.
- a material thickness in the range from 1.0 to 1.5 mm, preferably approximately 1.3 mm.
- at least one, preferably each curvature-like deformation area in the longitudinal direction extends preferably substantially uninterrupted over the entire length of the scaffold floor body.
- a plurality of, preferably at least three, rib-like formations to be provided in at least one, preferably each transition area, wherein at least one, preferably each rib-like formation has at least one, preferably a plurality of curvature-like deformation areas includes.
- at least one rib-like formation two by a substantially non-curved connection area separate curvature-like transformation areas includes.
- a further stiffening of a scaffold floor element according to the invention can be achieved according to a further advantageous aspect in that in at least one, preferably each, side cheek area between the transition region and the Profilend Scheme a body in the longitudinal direction substantially over the entire length of the scaffold floor preferably without interruption extending rib-like shape is provided with at least one curvature-like transformation region. This too can satisfy the above-explained relationship between the radius of curvature and the material thickness of the sheet metal material.
- the profile end area extend to a side wall extending substantially in the height direction another sidewall region extending to the first cross-sectional profile region and a second cross-sectional profile connected to the first transverse cross-section and extending from the profile transition region to the side cheek, wherein a distance of the first cross-sectional profile to the second cross-sectional profile in the height direction is smaller than an extension length of first transverse profile region and / or an extension length of the second transverse profile region in the transverse direction, or / and wherein a dimension of the Profilend Scheme in the Querrichtu ng is larger than a dimension of the profile end portion in the height direction.
- a distance / extension length ratio or / and a ratio of the dimension of the profile end region in the height direction to the dimension of the profile end region in the transverse direction is in the range of 1/3 to 1/2.
- the second profile transverse area lies in the height direction between the first profile transverse area and the tread area area.
- a further contribution to the stiffening of the scaffold floor element, in particular in one or both Profilend Schemeen, can be provided that the first cross-section profile connects to the side cheek and / or the profile transition region in a rib-like shape with at least one curvature-like transformation region, and / or that the second Profile transverse region in a curvature-like transformation region connects to the profile transition region.
- the first cross-section of the cross-section provides a support area that the transition area connecting this sidewall area with the footprint area provides a counter-support area, the support area completely overlapping the counter-support area in the transverse direction ,
- this embodiment it becomes possible to stack scaffold floor elements one above the other without lateral offset from one another.
- the support region in the transverse direction is essentially limited by a rib-like formation connecting the first profile transverse region to the side cheek region and a rib-like formation connecting the first profile transverse region to the profile transition region.
- the rib-like formation connecting the first cross-sectional area to the side wall region comprises a first curvature-like transformation area, the rib-like formation connecting the first cross-sectional area to the profile transition area having a second curvature-like transformation area, and a radius of curvature of the first curvature-like deformation region is larger than a curvature radius of the second curvature-like deformation region.
- the counter-bearing region comprises at least two rib-like formations of the transitional region which are adjacent to each other in the transverse direction and extend in the longitudinal direction.
- a mutual anchoring of stacked scaffold floor elements in the transverse direction of the scaffold floor elements for example, characterized It is ensured that a transition region of the rib-like formation connecting the first transverse profile region to the side cheek region and a vertex region of a rib-like formation of the counter-bearing region are positioned substantially one above the other in the vertical direction.
- the scaffold floor elements are generally oriented in such a way that the footprint area provided in the footprint area is oriented upwards for entry.
- dirt will accumulate on such a scaffold floor element, in particular when used on a construction site.
- a depression formed between two rib-like formations of at least one transition region has a depression depth, that the depression between them forming rib-like formations have a projection height on the tread surface, and that the Projecting height is greater than the depression depth.
- the present invention further relates to a scaffold, in particular a scaffolding, which is constructed with at least one scaffold floor element according to the invention. This can be connected in its two spaced apart in the longitudinal direction of the scaffold floor element, for example, hook-like end portions with a cross member or cross member of the framework by hanging from above.
- FIG. 1 shows a plan view of a scaffold floor element
- Fig. 2 is a cross-sectional view of the scaffold floor member of Fig. 1 taken along a line II-II in Fig. 1;
- Fig. 3 enlarges the detail III in Fig. 2;
- Fig. 4 enlarges the detail IV in Fig. 3;
- FIG. 5 shows a representation corresponding to FIG. 3 of an alternative
- FIGS. 1 and 2 show a scaffold floor element 10 which can be used to construct a scaffold, for example a scaffolding, in a plan view or in a cross-sectional view.
- the scaffold floor element 10 is elongated in a longitudinal direction L, thus has a significantly larger dimension in the longitudinal direction L than in a transverse direction Q.
- the scaffold floor element 10 can be hook-shaped for attachment to crossbeams or crossbeams of a scaffold be.
- the scaffolding floor element 10 comprises a scaffold floor body 16 constructed of sheet metal material, wherein, for example, the scaffold floor body 16 may be integrally formed and may provide substantially the entire scaffolding floor element 10.
- the scaffold floor body 16 is formed by forming a sheet metal blank.
- the scaffold floor body 16 provides a step surface 20 in a contact surface area 18 that is oriented substantially upward when the scaffold floor element 10 is integrated into a scaffold.
- a plurality of knob-like or ring-like or slot-like formations 22 may be formed projecting upwards, on the one hand to increase the stability, on the other hand, the slip resistance at the tread surface 20.
- Transverse regions 28, 30, in which the tread surface region 18 merges into respective side cheek regions 32, 34, are formed in lateral side regions 24, 26 of the tread surface region 18 which are spaced apart in the transverse direction Q.
- Each side cheek area 32, 34 comprises a side cheek 36, 38 which extends substantially in a height direction H and in one of respective transition region 28, 30 in the height direction H remote end portion of the side cheek 36, 38 a Profilend Scheme 40, 42nd
- the longitudinal direction L, the transverse direction Q and the height direction H may define a coordinate system for the scaffold floor element 10 and, for example, may each be orthogonal.
- the height direction H essentially corresponds to a vertical direction, so that the surface area 18 is oriented with its surface 20 in the vertical direction H or in the vertical direction upwards. Insofar as reference is made in the following to an orientation upwards or an orientation downwards, this is to be understood in the context of this intended incorporation of a scaffold floor element into a scaffold.
- the structure of the scaffold floor element 10 in its transitional areas 28, 30 or sidewall areas 32, 34 will be described below with particular reference to FIGS. 3 and 4. Since the scaffold floor element 10 with respect to these design aspects in its two side areas basically the same, ie z. B. mirror-symmetrical, reference will now be made only to the areas shown in Fig. 2 left, so the transition region 28 and the side cheek area 32. The relevant statements apply equally to the lying on the other side formations. It should be noted, however, that in principle the scaffold floor element 10 may also be configured with non-identical transition areas or side wall areas in its two side areas.
- the transition region 28 has a plurality of in the longitudinal direction L preferably over substantially the entire length of the scaffold floor body 16 extending rib-like formations 42, 44, 46.
- the two adjacent to the side edge region 24 of the tread area 18, in the transverse direction Q adjacent rib-like Formations 42, 44 have respective vertex areas 48, 50, which in the height direction H have a projection height V with respect to the tread surface 20 of the tread area 18.
- a recess 52 is formed, which with respect to the apex areas 48, 50 has a depression depth E.
- the depression depth E is less than the projection height V, so that the accumulation of impurities in the transition region 28 can be reduced.
- a depression 54 formed between the outwardly adjacent rib-like formations 44, 46 may also have a depression depth which is less than the projection height V, for example in the region of the depression depth E of the depression 52.
- the rib-like formations 42, 44, 46 are formed by forming a sheet metal blank for providing the scaffold floor body 16.
- curvature-like deformation regions Ki to K-m hereinafter generally referred to as Ki, are formed. At least one or a few, preferably all, of these curvilinear deformation regions Ki are defined with a radius of curvature R with respect to a respective center of curvature M indicated by a "+" which is not greater than the material thickness S of the sheet metal material used to construct the framework bottom 16.
- curvature-like deformation areas Ki With such a small radius of curvature R, a comparatively strong deformation of the sheet material is generated so that the dislocations generated thereby are anchored in the lattice structure of the sheet material and lead to a substantial stiffening of the scaffold floor body 16.
- the provision of the curvature-like deformation regions Ki and the rib-like formations 42, 44, 46 generated thereby produce an accumulation of material in the transition region 24, which also contributes to increasing the stability.
- This makes it possible to use for the construction of the scaffold floor body 16, for example, a sheet material having a material thickness S in the range of 1, 3 mm. This means that in a scaffold floor element 10 constructed in this way Also, the radius of curvature R in the various curvature-like transformation areas Ki is not greater than 1, 3 mm.
- each of the rib-like formations 42, 44, 46 is provided by a plurality of such curvature-like deformation regions Ki.
- the rib-like formation 42 adjoining directly to the tread surface region 18 or the tread surface 20 comprises the four curvature-like transformation regions ⁇ -1, K2, K3 and K 4 . These may each have different orientations curvature in their sequence, which is the case for example with the curvature-like deformation zones Ki and K2, as well as the curvature-like deformation zones K3 and K. 4
- the successive curvature-like deformation regions K2 and K3 have an identical curvature orientation to one another.
- the rib-like formation 44 is provided substantially by the curvature-like reforming regions Ks, ⁇ , K7 and Ks, while the rib-like formation 46 is provided by the curvature-like reforming regions Ks, K9 and K10.
- the respective apex regions 48, 50 lie in the region of respective two curvature-like deformation regions K2, K3 or s and K7 of connecting, essentially non-curved connecting regions B1 and B3.
- Ks is a substantially non-curved connection region B2.
- the rib-like shaping region 46 also has a substantially unrestricted connection region ⁇ between the two curvature-like deformation regions K9 and K10.
- the connection region ⁇ is longer than the connection regions B1 and B3, so that laterally at the rib-like shaping region 46, in particular through the connection region ⁇ in conjunction with the latter a comparatively large contact surface is formed limiting the curvilinear deformation areas K9 and K10, over which a backbone element 10 is guided, for example, together with other scaffold floor elements on a transport vehicle or a transport pallet fixing strap. In this way, a point or line-like interaction between a tension belt and the scaffold floor element 10 leading to a heavy load on the scaffold floor element 10 can be avoided.
- the side cheek 36 of the side cheek area 32 closes in a vertical direction from the rib-like shaping area 46 or the curvature-like deformation area K10 in the height direction H, ie towards the Profilend Scheme 40 and in the transverse direction Q inwards, ie on the other side cheek area 34 to extending side cheek section 56th the side cheek 36 to the transition region 28 at.
- this side cheek section 56 it adjoins a side cheek section 58 which extends substantially orthogonally to the transverse direction Q and to the longitudinal direction L, essentially in the vertical direction H.
- a rib-like shape 60 which is formed outwardly, ie in the direction of the other side cheek area 34, is formed in the side cheek section 58.
- this rib-like formation 60 is provided with a plurality of curvature-like deformation regions Ki.
- the transition from the sidewall portion 56 to the sidewall portion 58 is provided by one or more curvature-like transformation areas Ki. At least one, preferably all of these curvature-like deformation regions Ki again meet the condition that their radius of curvature is not greater than the material thickness S of the sheet material of the scaffolding floor body 16. This also contributes to the stiffening, in particular in the region of the side cheek area 32 and the side wall 36 thereof at.
- the framework floor is body 16 with two preferably substantially parallel to each other and preferably in the transverse direction Q extending profile transverse regions 64, 66 are formed, which are interconnected in a profile transition region 68.
- the first cross-sectional profile region 64 adjoins the side cheek 36, in particular the side cheek section 58 which extends substantially in the height direction H, in the region of a rib-like formation 70 formed obliquely outwards, ie essentially from the other side cheek region 34 and from the tread surface region 18.
- the profile transition region 68 adjoins the first transverse profile region 64 in the region of a further substantially on the other side cheek region 34 and in the direction of the tread surface region 18 obliquely downwards accommodatefomten rib-like formation 72 at.
- These rib-like formations 70, 72 each include a plurality of curvature-like deformation regions Ki, wherein at least one or some, preferably all curvature-like deformation regions Ki can satisfy the condition that their respective radius of curvature is not greater than the material thickness S of the sheet material of Frame body 16. The same applies to a curvature-like transformation region in which the second profile transverse region 66 connects to the profile transition region 68.
- the profile end region 40 is designed or dimensioned in the end region 62 of the side cheek region 32 such that its dimension AH in the height direction H is smaller than its dimension AQ in the transverse direction Q. This is achieved, in particular, by a respective extension length P of the first profile transverse region 64 and the second profile transverse region 66 in the transverse direction Q is greater than the distance A in the height direction H.
- the two profile transverse regions 64, 66 in the transverse direction Q have the same extension length P and in the transverse direction Q be positioned completely opaque to each other.
- the second profile transverse region 66 ends in its end region remote from the profile transition region 68 in the transverse direction Q at a short distance in front of the side cheek section 58 of the side cheek 36.
- the Profilend Scheme 40 forms in particular with its first transverse profile region 64 and the two narrowing in the transverse direction Q rib-like formations 70, 72 a support area 74.
- This extends in the transverse direction Q, for example, with an extension length D, for example, measured between downwardly oriented apex areas
- substantially the two rib-like formations 42, 44 form a counter-support region 76.
- this can be an extension length F, which is, for example, measured between the two lying flank regions of the rib-like formations 42, 44, have.
- an upper scaffold floor element 10 viewed from two can be positioned with its support areas 74 provided in the region of the two side wall areas 32, 34 in the transition areas 28, 30 of a lower scaffold floor element 10 considered.
- the two rib-like formations 42, 44 are positioned in the transverse direction Q between the two rib-like formations 70, 72, although the two framework floor elements 10 are positioned without offset in the transverse direction Q, ie completely overlapping each other.
- the scaffold floor elements 10 Since in this arrangement, the scaffold floor elements 10, the two rib-like formations 42, 44 are received between the rib-like formations 70, 72 in the transverse direction Q, is simultaneously a lateral slipping of the upper of the two Scaffold floor elements from the lower scaffold floor element 10 prevented. In this way, a space-saving, stable stackability of the scaffold floor elements is ensured. In this stacked state, a plurality of such scaffold floor elements can then be clamped in the manner already described above by one or more tightening straps encompassing each other or with a transport vehicle, a transport pallet or the like.
- FIG. 5 shows only one of the two side cheek areas 32, 34 of the framework floor element 10.
- the side cheek area is preferably configured mirror-symmetrically with respect to the side cheek area 32 shown in FIG. 5 with respect to a plane of symmetry running in the height direction H.
- the scaffold floor element 10 of FIG. 5 differs from the scaffold floor element described in detail above with reference to FIGS. 3 and 4 essentially in the configuration of the profile end area 40. Therefore, it will essentially be based on the differences from the previously described embodiment in this profile end area 40 received.
- the configuration of the scaffold floor element 10 in its other areas reference is made to the above statements.
- the first transverse profile region 64 extending substantially in the horizontal direction onto the side cheek region (not shown) is delimited between two rib-like formations 70, 72 spaced apart in the transverse direction Q.
- Each of these two rib-like formations 70, 72 is formed, for example, with a curvature-like deformation region Kn or K12.
- a radius of curvature R11, which describes essentially the course of the entire first curvature-like deformation region K11 which connects the first profile transverse region 64 to the side cheek section 58, is greater than a curvature radius R12 of the second profile transverse region 64 connecting the profile transition region 68 curvature-like transition region K12.
- both of the curvature-like transitional regions K11, K12 have substantially the same maximum protrusion height Y beyond the first cross-sectional profile 64 at the bottom.
- a transition region 80 of the rib-like formation 70 is displaced further up to the side cheek section 58 and, for example in the height direction H, lies substantially in the region of the second transverse profile region 66.
- a transition region 82 in which this or the rib-like formation 70 merges into the first profile transverse region 64, moves further inward in the transverse direction Q, ie away from the side cheek section 58 or onto the side wall section 58 to other side cheek area 34 too. 5, it can be seen that this transition region 82 is positioned approximately in the transverse direction Q, where the apex region 50 of the rib-like formation 44 of the counter-bearing region 76 also lies.
- This rib-like formation 44 is that rib-like formation of the counter-bearing region 76, which is positioned furthest outwards in the transverse direction Q, that is to say furthest away from the other side cheek region.
- a vertex area 50 comes to lie approximately in support area 74 where the transition area 82 is positioned.
- This transition region 82 thus encompasses the apex region 50 in regions. Since this takes place in the region of both side cheek areas 32, 34, the two superposed framework floor elements 10 are anchored in the transverse direction Q against displacement relative to one another by positive locking. Another difference, which is advantageous for reasons of simpler manufacture compared to the embodiment according to FIG.
- transition region 84 in which the second transverse profile region 66 merges into the profile transition region 68.
- This is in the exemplary embodiment of FIG. 5 by a single, provided, for example, with a constant radius of curvature formed curvature-like transition region.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Movable Scaffolding (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Shaping Metal By Deep-Drawing, Or The Like (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ737236A NZ737236A (en) | 2015-06-01 | 2016-05-20 | Framework platform element, in particular for scaffolding |
PL16723777.5T PL3303731T3 (pl) | 2015-06-01 | 2016-05-20 | Element spodu rusztowania, zwłaszcza do rusztowania budowlanego |
AU2016272355A AU2016272355B2 (en) | 2015-06-01 | 2016-05-20 | Framework platform element, in particular for scaffolding |
US15/578,050 US10633872B2 (en) | 2015-06-01 | 2016-05-20 | Framework platform element, in particular for scaffolding |
EP16723777.5A EP3303731B1 (de) | 2015-06-01 | 2016-05-20 | Gerüstbodenelement, insbesondere für ein baugerüst |
BR112017023337-1A BR112017023337B1 (pt) | 2015-06-01 | 2016-05-20 | Elemento de piso de andaime e andaime |
ES16723777T ES2927153T3 (es) | 2015-06-01 | 2016-05-20 | Elemento de suelo de andamio, especialmente para un andamio de construcción |
ZA2017/08121A ZA201708121B (en) | 2015-06-01 | 2017-11-29 | Framework platform element, in particular for scaffolding |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102015108650.6 | 2015-06-01 | ||
DE102015108650.6A DE102015108650A1 (de) | 2015-06-01 | 2015-06-01 | Gerüstbodenelement, insbesondere für ein Baugerüst |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2016193023A1 true WO2016193023A1 (de) | 2016-12-08 |
Family
ID=56024319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2016/061444 WO2016193023A1 (de) | 2015-06-01 | 2016-05-20 | Gerüstbodenelement, insbesondere für ein baugerüst |
Country Status (9)
Country | Link |
---|---|
US (1) | US10633872B2 (de) |
EP (1) | EP3303731B1 (de) |
AU (1) | AU2016272355B2 (de) |
DE (1) | DE102015108650A1 (de) |
ES (1) | ES2927153T3 (de) |
NZ (1) | NZ737236A (de) |
PL (1) | PL3303731T3 (de) |
WO (1) | WO2016193023A1 (de) |
ZA (1) | ZA201708121B (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018187384A (ja) * | 2017-05-09 | 2018-11-29 | キヤノンメディカルシステムズ株式会社 | 医用情報処理システム及び医用情報処理装置 |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019014009A1 (en) * | 2017-07-12 | 2019-01-17 | Curtis Johnny | IMPROVED LOCKABLE SCAFFOLDING BOARDS |
US20190051395A1 (en) | 2017-08-10 | 2019-02-14 | Nuance Communications, Inc. | Automated clinical documentation system and method |
CN113107177B (zh) * | 2021-03-19 | 2022-04-05 | 浙江东鹰装饰工程有限公司 | 一种室内装修工程用装配式建筑支撑结构 |
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EP1669515A1 (de) * | 2004-12-02 | 2006-06-14 | Wilhelm Layher Vermögensverwaltungs-GmbH | Stahlblech-Überbrückungs-Laufplanke |
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US4331218A (en) * | 1977-12-06 | 1982-05-25 | Eberhard Layher | Scaffold plank |
FR2690188B1 (fr) * | 1992-04-17 | 1995-09-15 | Edac | Planche d'echafaudage metallique. |
DE4411452B4 (de) * | 1994-04-01 | 2004-05-06 | Wilhelm Layher Vermögensverwaltungs-Gmbh | Gerüstboden |
DE9413722U1 (de) * | 1994-08-25 | 1994-11-03 | Alusuisse-Lonza Services AG, Neuhausen am Rheinfall | Begehbare Planke, insbesondere Planke für den Gerüstbau |
DE19515062A1 (de) * | 1995-04-27 | 1996-10-31 | Langer Ruth Geb Layher | Gerüstboden |
US6105723A (en) * | 1996-12-23 | 2000-08-22 | Harsco Corporation | Steel plank for scaffolding |
DE29703879U1 (de) * | 1997-03-04 | 1997-05-22 | Alusuisse Technology & Management Ag, Neuhausen Am Rheinfall | Begehbare Planke, insbesondere Planke für den Gerüstbau |
DE19858969A1 (de) * | 1998-12-19 | 2000-06-21 | Layher W Vermogensverw Gmbh | Laufplanke aus Metall |
DE10012685B4 (de) * | 2000-03-15 | 2007-06-21 | Wilhelm Layher Verwaltungs-Gmbh | Verfahren zur Herstellung eines Laufbodens |
DE10254033A1 (de) * | 2002-11-20 | 2004-06-03 | Wilhelm Layher Vermögensverwaltungs-Gmbh | Gerüstboden und Gerüst, Podium oder Tribüne mit einem derartigen Gerüstboden |
FR2883316B1 (fr) * | 2005-03-18 | 2011-07-15 | Edac | Planche d'echafaudage |
DE202010000936U1 (de) * | 2010-01-22 | 2010-04-08 | Wilhelm Layher Verwaltungs-Gmbh | Gerüstboden |
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2015
- 2015-06-01 DE DE102015108650.6A patent/DE102015108650A1/de active Pending
-
2016
- 2016-05-20 WO PCT/EP2016/061444 patent/WO2016193023A1/de active Application Filing
- 2016-05-20 ES ES16723777T patent/ES2927153T3/es active Active
- 2016-05-20 PL PL16723777.5T patent/PL3303731T3/pl unknown
- 2016-05-20 AU AU2016272355A patent/AU2016272355B2/en active Active
- 2016-05-20 US US15/578,050 patent/US10633872B2/en active Active
- 2016-05-20 NZ NZ737236A patent/NZ737236A/en unknown
- 2016-05-20 EP EP16723777.5A patent/EP3303731B1/de active Active
-
2017
- 2017-11-29 ZA ZA2017/08121A patent/ZA201708121B/en unknown
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DE7912134U1 (de) * | 1979-04-26 | 1992-04-02 | Layher, Eberhard, 7129 Güglingen | Laufplanke aus Metall |
EP1669515A1 (de) * | 2004-12-02 | 2006-06-14 | Wilhelm Layher Vermögensverwaltungs-GmbH | Stahlblech-Überbrückungs-Laufplanke |
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KALPAKJIAN: "Manufacturing Processes for Engineering Materials, 5th ed Sheet-Metal Forming Processes", 30 December 2008 (2008-12-30), XP055293596, Retrieved from the Internet <URL:http://web.archive.org/web/20150412044229/http://www3.nd.edu/~manufact/MPEM_pdf_files/Ch07.pdf> [retrieved on 20160804] * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018187384A (ja) * | 2017-05-09 | 2018-11-29 | キヤノンメディカルシステムズ株式会社 | 医用情報処理システム及び医用情報処理装置 |
JP7114323B2 (ja) | 2017-05-09 | 2022-08-08 | キヤノンメディカルシステムズ株式会社 | 医用情報処理システム及び医用情報処理装置 |
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US20180142479A1 (en) | 2018-05-24 |
DE102015108650A1 (de) | 2016-12-01 |
PL3303731T3 (pl) | 2023-03-20 |
BR112017023337A2 (pt) | 2018-07-17 |
ZA201708121B (en) | 2019-05-29 |
EP3303731B1 (de) | 2022-09-07 |
ES2927153T3 (es) | 2022-11-02 |
AU2016272355B2 (en) | 2018-12-13 |
NZ737236A (en) | 2019-05-31 |
EP3303731A1 (de) | 2018-04-11 |
US10633872B2 (en) | 2020-04-28 |
AU2016272355A1 (en) | 2017-11-30 |
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