EP1802823A1 - Ausspreizbares gittertragwerk - Google Patents
Ausspreizbares gittertragwerkInfo
- Publication number
- EP1802823A1 EP1802823A1 EP05786281A EP05786281A EP1802823A1 EP 1802823 A1 EP1802823 A1 EP 1802823A1 EP 05786281 A EP05786281 A EP 05786281A EP 05786281 A EP05786281 A EP 05786281A EP 1802823 A1 EP1802823 A1 EP 1802823A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- lattice
- cross
- support structure
- section
- structures
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids
-
- 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
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S52/00—Static structures, e.g. buildings
- Y10S52/10—Polyhedron
Definitions
- the invention relates to a lattice support structure consisting of articulated ver ⁇ connected bars.
- Lattice structures are used, for example, in structures that must be built only for a temporary period and dismantled for transport again.
- a disadvantage in particular during transport is that the individual elements of the lattice structures take away a great deal of transport space, since they have large cross sections.
- the object of the invention is to provide a lattice structure for lattice structures, which can be transported in a narrower space. This is intended to minimize the high transport volume requirement when shipping such girder structures.
- a lattice support structure which consists of hingedly interconnected bars, designed according to the combination of the features of claim 1 to solve the above problem. Accordingly, a first structure with a small cross-section which extends over its length and represents the transport position can be expanded into a double-pyramidal structure which tapers towards its ends, wherein several of these first structures can be joined together and the first structures joined together mutually connectable by bars to a second final structure, wherein the additional grid bars begin at the vertices of the spread cross-sections.
- the lattice support structure can be converted from a first reduced cross-sectional size for the transport position into an enlarged cross-sectional size in the working position, wherein the enlarged cross section corresponds to the spread cross section of the articulated structure.
- the respectively spread cross sections are connected to one another by corresponding bars in the circumference and along the entire structure, so that a rigid lattice support structure results, which has the necessary stability for the working position.
- the lattice structure can have a triangular or quadrangular cross-section.
- the cross section is square.
- hinges which are connected to one another in an articulated manner are preferably present, via which the expandable cross-sections can be expanded or collapsed.
- the hingedly connected struts may have a core region, which corresponds to the small cross section of the folded first structure. speaks. From the corners of these core areas run articulated struts to the corners of the expandable cross-sections.
- FIG. 1 shows schematically a first structure of the lattice structure in three stages during erection
- Figure 2 schematically the spread-first structure and corresponding
- FIG. 3 shows the erected second structure of the lattice structure
- FIG. 4 shows the first structure of a lattice structure according to another embodiment variant
- FIGS. 5 and 5 6 lattice structures in corresponding application examples.
- FIG. 1 shows in three stations a first structure 10 of a lattice support structure, the structure of the first structure 10 of the lattice support structure being shown in FIG. 1a.
- FIG. 1 a they have a small cross-section 15, which runs constantly over their length.
- FIGS. 1b and c show how the middle region of the first structure 10 is spread apart in the respective arrow direction a.
- Internal braces 18 and 20, which are also connected to one another in an articulated manner, serve for this purpose and can be expanded in the direction of arrow b, for example via a winch 21 indicated here in FIGS. 1a to c.
- the maximum spread position of the central region is shown in FIG. 1 c, according to which a substantially double-pyramid-frustum-shaped shape results, which corresponds in each case to the - A -
- the hinged miteinan ⁇ the connected struts in the inner region of the first structure 10 consist of four transverse struts 18 and a central core portion 20, which consists of four square forming struts, this square has the same cross-section auf ⁇ , as the respective end portions of the first Structure.
- a force in direction c is exerted on the inner strut structure 18, 20, so that the entire articulated latticework is folded together in order to assume approximately the position according to FIG.
- a plurality of such structures 10 are connected to one another and connected to one another via additional lattice bars 24 and 26, which engage in the area of the spread cross sections.
- a lattice support structure 5 results for the working position, as shown in FIG.
- This has a cross-section 22.
- the minimal cross section, on which the entire structure can be folded, is a similar lattice support structure shown that differs from that according to FIGS. 1 to 3 only in that here the cross section is not square but triangular.
- a lattice structure 5 is shown that represents the supporting structure of a tower crane here in mounted working position.
- the support structure 5 is shown in Ar ⁇ beits ein, which forms the boom of a cable excavator here.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Jib Cranes (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202004015072U DE202004015072U1 (de) | 2004-09-28 | 2004-09-28 | Gittertragwerk |
PCT/EP2005/010437 WO2006034847A1 (de) | 2004-09-28 | 2005-09-27 | Ausspreizbares gittertragwerk |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1802823A1 true EP1802823A1 (de) | 2007-07-04 |
Family
ID=35431551
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05786281A Withdrawn EP1802823A1 (de) | 2004-09-28 | 2005-09-27 | Ausspreizbares gittertragwerk |
Country Status (7)
Country | Link |
---|---|
US (1) | US7779598B2 (ja) |
EP (1) | EP1802823A1 (ja) |
JP (1) | JP4896027B2 (ja) |
CN (1) | CN101057046B (ja) |
DE (1) | DE202004015072U1 (ja) |
HK (1) | HK1104334A1 (ja) |
WO (1) | WO2006034847A1 (ja) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012221031A1 (de) | 2012-11-19 | 2014-05-22 | Terex Cranes Germany Gmbh | Kran, Gittermast für einen derartigen Kran und Gittermaststück für einen derartigen Gittermast |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202006008770U1 (de) | 2006-05-23 | 2007-09-27 | Daas, Kamal | Gittertragwerk |
DE102006060347B4 (de) * | 2006-12-20 | 2008-09-25 | Liebherr-Werk Ehingen Gmbh | Gitterstück für einen mobilen Großkran und Verfahren zu seinem Aufrichten |
DE202008007109U1 (de) * | 2008-05-27 | 2009-10-08 | Daas, Kamal | Gittertragwerk |
DE202008009284U1 (de) * | 2008-07-10 | 2009-11-12 | Daas, Kamal | Tragwerksystem |
JP5669464B2 (ja) * | 2010-07-08 | 2015-02-12 | 株式会社神戸製鋼所 | ラチスブーム |
CN101880012A (zh) * | 2010-07-21 | 2010-11-10 | 上海三一科技有限公司 | 一种起重机臂架过渡结构 |
DE202010011131U1 (de) * | 2010-08-06 | 2011-11-23 | Liebherr-Werk Ehingen Gmbh | Gitterstück und Kran |
CA2913090C (en) | 2013-05-23 | 2021-08-03 | Les Enceintes Acoustiques Unisson Inc. | Foldable structural truss |
US11440097B2 (en) * | 2019-02-12 | 2022-09-13 | General Electric Company | Methods for additively manufacturing components using lattice support structures |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4089147A (en) * | 1976-08-02 | 1978-05-16 | Sujash Kumar Bain | Module having collapsible properties |
US4259790A (en) * | 1977-03-04 | 1981-04-07 | Bernard Borisof | Self-adhering sticks, plates and other educational devices for constructing letters, figures, designs and the like |
US4274222A (en) * | 1979-04-13 | 1981-06-23 | Zahn David C | Construction element and throwing toy made therefrom |
US4791761A (en) | 1982-09-30 | 1988-12-20 | John Goudie Associates, Inc. | Lockable display frame |
US4761929A (en) * | 1983-01-17 | 1988-08-09 | Zeigler Theodore Richard | Collapsible/expandable structural frameworks |
US4473986A (en) * | 1983-01-17 | 1984-10-02 | Zeigler Theodore Richard | Collapsible/expandable structural module with split hub locking |
US4539786A (en) * | 1983-03-03 | 1985-09-10 | Ltv Aerospace And Defense Co. | Biaxial scissors fold, post tensioned structure |
CN85203321U (zh) * | 1985-08-05 | 1986-07-30 | 任华国 | 无级调节平面钢支撑 |
US4722162A (en) * | 1985-10-31 | 1988-02-02 | Soma Kurtis | Orthogonal structures composed of multiple regular tetrahedral lattice cells |
US4765114A (en) * | 1986-11-13 | 1988-08-23 | The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration | Expandable pallet for space station interface attachments |
DD259651A1 (de) | 1987-04-10 | 1988-08-31 | Univ Dresden Tech | Zerlegbares, leichtes, raeumliches tragwerk |
JPS6485898A (en) * | 1987-09-28 | 1989-03-30 | Mitsubishi Electric Corp | Extension mast |
JPH05221395A (ja) * | 1992-02-12 | 1993-08-31 | Uchu Tsushin Kiso Gijutsu Kenkyusho:Kk | 展開型トラス構造物 |
CH690927A5 (fr) | 1996-04-12 | 2001-02-28 | Mauro Pedretti | Module de base, basé sur le principe de la "Tenségrité". |
IT1292139B1 (it) | 1997-06-12 | 1999-01-25 | Gilberto Braghieri | Struttura di sostegno collassabile ad andamento verticale particolarmente per pedane e assiti |
JP2000193193A (ja) * | 1998-12-24 | 2000-07-14 | Hazama Gumi Ltd | 骨組構造体 |
CN2409232Y (zh) * | 2000-01-28 | 2000-12-06 | 三卓工程顾问有限公司 | 组合式桁架 |
-
2004
- 2004-09-28 DE DE202004015072U patent/DE202004015072U1/de not_active Expired - Lifetime
-
2005
- 2005-09-27 EP EP05786281A patent/EP1802823A1/de not_active Withdrawn
- 2005-09-27 CN CN2005800323721A patent/CN101057046B/zh not_active Expired - Fee Related
- 2005-09-27 WO PCT/EP2005/010437 patent/WO2006034847A1/de active Application Filing
- 2005-09-27 JP JP2007533933A patent/JP4896027B2/ja not_active Expired - Fee Related
- 2005-09-27 US US11/664,068 patent/US7779598B2/en not_active Expired - Fee Related
-
2007
- 2007-11-21 HK HK07112727.8A patent/HK1104334A1/xx not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO2006034847A1 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012221031A1 (de) | 2012-11-19 | 2014-05-22 | Terex Cranes Germany Gmbh | Kran, Gittermast für einen derartigen Kran und Gittermaststück für einen derartigen Gittermast |
EP3028981A2 (de) | 2012-11-19 | 2016-06-08 | Terex Cranes Germany GmbH | Kran sowie gittermaststück für einen gittermast für einen derartigen kran |
EP3028980A2 (de) | 2012-11-19 | 2016-06-08 | Terex Cranes Germany GmbH | Kran sowie gittermaststück für einen gittermast für einen derartigen kran |
EP3040303A2 (de) | 2012-11-19 | 2016-07-06 | Terex Cranes Germany GmbH | Kran sowie gittermaststück für einen gittermast für einen derartigen kran |
Also Published As
Publication number | Publication date |
---|---|
HK1104334A1 (en) | 2008-01-11 |
WO2006034847A8 (de) | 2007-05-31 |
US20080302056A1 (en) | 2008-12-11 |
JP4896027B2 (ja) | 2012-03-14 |
DE202004015072U1 (de) | 2006-02-09 |
CN101057046B (zh) | 2011-06-01 |
CN101057046A (zh) | 2007-10-17 |
JP2008514526A (ja) | 2008-05-08 |
US7779598B2 (en) | 2010-08-24 |
WO2006034847A1 (de) | 2006-04-06 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20070314 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
17Q | First examination report despatched |
Effective date: 20070730 |
|
DAX | Request for extension of the european patent (deleted) | ||
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: DER ERFINDER HAT AUF SEINE NENNUNG VERZICHTET. |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: PRODELTA INVESTMENTS B.V. Owner name: DAAS, KAMAL |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: LIVNAT, DORON Inventor name: DAAS, KAMAL |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20150106 |