EP1500747A1 - Unterstützende Energieabsorbierungsstruktur - Google Patents
Unterstützende Energieabsorbierungsstruktur Download PDFInfo
- Publication number
- EP1500747A1 EP1500747A1 EP04017509A EP04017509A EP1500747A1 EP 1500747 A1 EP1500747 A1 EP 1500747A1 EP 04017509 A EP04017509 A EP 04017509A EP 04017509 A EP04017509 A EP 04017509A EP 1500747 A1 EP1500747 A1 EP 1500747A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- energy absorbing
- elements
- avalanches
- supportive
- felling
- 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
- 230000004888 barrier function Effects 0.000 claims abstract description 6
- 230000001681 protective effect Effects 0.000 claims description 13
- 239000011435 rock Substances 0.000 claims description 11
- 239000004575 stone Substances 0.000 claims description 8
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 230000003319 supportive effect Effects 0.000 claims 11
- 230000000717 retained effect Effects 0.000 abstract description 2
- 230000003466 anti-cipated effect Effects 0.000 abstract 1
- 239000000725 suspension Substances 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 4
- 239000000969 carrier Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241001295925 Gegenes Species 0.000 description 1
- 238000009954 braiding Methods 0.000 description 1
- 235000019577 caloric intake Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000002000 scavenging effect Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
Definitions
- the invention relates to a supporting Energy absorbing structure for flexible protective structures against Rockfall, felling, avalanches or the like after the Preamble of claim 1.
- the invention particularly relates to a supporting Energy absorbing structure for flexible protective structures against falling rocks, felling, avalanches or the like, the integrated directly into the interception structure of the protective barrier is, so much of the energy input, introduced by a falling, rolling or jumping Rock body or the like already by the combination Capture structure and supporting energy absorbing structure can be reduced.
- the invention preferably provides that in addition Connecting elements such as steel cables or the like via an entire field length or multiple fields up to the total length of the protective barrier construction in certain Distances to the carrying ropes (edge ropes) approximately parallel to be integrated into the interception structure.
- the fasteners either directly with the used Interception structure (for example: ring network, omega network or the like) and / or associated with their braid.
- These Connection can be made via conventional fasteners, such as For example: terminals, shackles or the like are generated, or
- the fasteners may be connected to the interception structure (e.g. Ring network, omega network or the like) and / or their Braid pad sewn or looped.
- middle ropes The number of fasteners used, called in a further consequence middle ropes, and their distance from the support cables is the Schutzverbauung used, or adapt their energy intake class. If the middle ropes are guided over only one field of the protective structure, they are fastened either directly to elements of the support structure in combination with energy absorbing elements or guided on the support structure via guide elements (eg: shackle, guide saddle or the like), which in turn can be supported by energy absorbing elements and directly in combination with energy absorbing elements connected to the ground (by means of rock anchors or the like).
- guide elements eg: shackle, guide saddle or the like
- Fig. 1 shows the side view of a first embodiment a protective barrier against stone chipping, felling, avalanches or similar.
- the Schutzverbauung has a support structure 1, the is shown schematically by a dashed line. It is in the example case by an upper suspension cable 2 and a lower support cable 3 with the elements of a support structure 10th connected.
- the interception structure 1 preferably has coarse-meshed Network elements 1 (e.g., ring network, omega network, etc.) on, the partially by applying Malawimaschiger Braided pads are supported to penetrate to prevent small impact body.
- coarse-meshed Network elements 1 e.g., ring network, omega network, etc.
- the task of Intercepting structure 1 is, as the name suggests, in the interception the impactor. By plastic deformation of the Mesh elements become part of the impact body introduced kinetic energy degraded.
- the interception structure 1 is achieved by means of a connection structure connected to the support structure.
- the connection structure points one (or more) upper suspension cable (s) 2 and one (or more) Lower suspension rope (s) 3, also called edge ropes, of Column head to Column head (or from Column foot to Column foot) be stretched over one (or more) system field (s).
- the Supporting cables 2, 3 are either attached to elements of the support structure or by rock anchor 9 attached to the ground. They stretch with the support structure on the interception structure.
- connection structure Other elements of the connection structure are restraint ropes 6, the head sides of the support structure elements (e.g. a version as pendulum supports) on the mountain side with the Substrate by means of anchoring (eg rock anchor) 9 connect and hold in a statically determined position.
- anchoring eg rock anchor
- connection structure suspension cables 2,3 and Restraining ropes 6
- the components of the connection structure are preferably by energy absorbing elements 8 supported.
- the leadership of the Carrying ropes "braked” executed that is, that the Connection of the suspension cables with the support structure or their Guiding on the support structure by means of energy absorbing elements is performed.
- Energyabsorbtechniksetti is about plastic and / or elastic deformation or by friction, a majority of Entry energy dissipated.
- the support structure has carriers 10 whose length (Installation height) and their horizontal distance (field lengths) from expected energy input can be determined. In general are Field lengths of about 10 m usual.
- the storage of the carrier 10 is preferably carried out over Floor panels 5.
- the connection of the carrier 10 to the Floor panels 5 is done either via a pendulum joint (Pendulum support) or as a fixed connection (welded, screwed or the like).
- the bottom plate 5 becomes with the underground directly over Felsanker or the like connected or floating and with Retaining ropes withheld on the mountain side.
- the head portion of the carrier 10 with Retaining ropes 6 retained on the mountain side and so in static held certain position.
- the energy absorbing elements 8 are preferably closely related to the Connection structure used. They are combined with the retaining ropes 6, 2.3 supporting cables and / or their leadership installed in the area of the supporting structure. It is also possible To provide energy absorbing elements, which via a Connecting structure (for example: steel cables) punctually with the Interception structure are connected. This will be the Trap structure by energy absorbing elements directly supported.
- a Connecting structure for example: steel cables
- the supports 10 of the support structure are referred to Base plates 5, preferably via a pendulum joint stored.
- the bottom plates 5 are with rock anchors 9 on the ground attached.
- the carrier 10 are with retaining ropes 6 am Head restrained on the mountain side and so in position held.
- the retaining ropes 6 are in the range of their Anchoring 9 by energy absorbing elements 8 supported.
- the Verbausystem shown is in the illustrated Embodiment with two middle ropes 7 in different Height equipped. These cables 7 are in the illustrated case with the interception structure 1 over its entire length (except in Area of the carrier 10 connected. In the area of the carrier or the support structure 10, the ropes by cable guides (here shackles) led, laterally they are through Energy absorbing elements 8 supported and with rock anchors 9 attached to the ground.
- Fig. 2 is a second embodiment of shown energy absorbing structure according to the invention, in which all parts of the embodiment according to the Fig. 1 correspond to the same reference numerals Marked are. Accordingly, on the previous versions.
- the interception structure 1 before assembly folded on one or more of the carrier 10th can be arranged.
Abstract
Description
Werden die Mittelsseile nur über ein Feld der Schutzverbauung geführt, werden selbige entweder in Kombination mit Energieabsorbierungselementen direkt an Elementen der Stützstruktur befestigt oder über Führungselemente (z.B.: Schäkel, Führungssattel oder ähnlichem), die wiederum durch Energieabsorbierungselemente unterstützt ausgeführt werden können, an der Stützstruktur geführt und direkt in Kombination mit Energieabsorbierungselementen mit dem Untergrund (mittels Felsanker oder ähnlichem) verbunden.
- Fig. 1
- eine Seitenansicht einer ersten Ausführungsform der erfindungsgemäßen Energieabsorbierungsstruktur, und
- Fig. 2
- eine schematisch stark vereinfachte Frontansicht einer zweiten Ausführungsform der erfindungsgemäßen Energieabsorbierungsstruktur.
Claims (11)
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem,mit einer Abfangstruktur (1); undmit einer Stützstruktur (10), die mittels einer Verbindungsstruktur (2, 3) mit der Abfangstruktur (1) verbunden ist,durch eine Verbindungselementestruktur (7; 7', 7'', 7'''), die über eine gesamte Feldlänge bzw. Felder, vorzugsweise bis hin zur gesamten Verbaulänge der Schutzverbauung, außer in Bereichen einer notwendigen Führung über die Stützstruktur (10), mit der Abfangstruktur (1) und/oder deren Geflechtsauflage verbunden ist.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach Anspruch 1, dadurch gekennzeichnet, dass die Verbindungselementestruktur zumindestens ein, vorzugsweise mehrere, insbesondere parallel verlaufende, Mittelseile (7; 7', 7'', 7"') aufweist, die in etwa parallel zu Tragseilen (2, 3) der Verbindungsstruktur geführt ist.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Verbindungselementestruktur (7; 7', 7'', 7''') im Bereich ihrer Befestigung an der Stützstruktur (10) oder im Untergrund durch Energieabsorbierungselemente (8) unterstützt ist.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Verbindung der Verbindungselementestruktur (Mittelseile 7; 7', 7'', 7''') mit der Abfangstruktur (1) und/oder deren Geflechtsauflage durch herkömmliche Verbindungselemente wie Schäkel, Klemmen oder ähnlichem, aber auch vernäht oder geschlauft ausgeführt ist.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Anzahl der Verbindungselemente (Mittelseile 7; 7', 7'', 7''') und deren Abstand von den Tragseilen (2,3) frei wählbar ist.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass Verbindungselemente (7; 7', 7'', 7''') nur über ein Feld geführt werden.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die Verbindungselemente (7; 7', 7'', 7''') über mehr als ein Feld geführt werden.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach Anspruch 7, dadurch gekennzeichnet, dass die Führung der Verbindungselemente (7; 7', 7'', 7''') im Bereich der Stützstruktur durch Schäkel, Führungssattel oder ähnlichem erfolgt.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach Anspruch 7, dadurch gekennzeichnet, dass die Führung der Verbindungselemente (7; 7', 7'', 7''') im Bereich der Stützstruktur direkt über Energieabsorbierungselemente erfolgt bzw. die Seilführungselemente ihrerseits über Energieabsorbierungselemente mit der Stützstruktur verbunden sind.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass bei Befestigung der Verbindungselemente (7; 7', 7'', 7''') an Elementen der Stützstruktur (10) bzw. im Untergrund durch Felsanker (9) oder ähnlichem über Energieabsorbierungselemente (8) erfolgt, die herkömmlicher Bauart sein können und, wenn nötig, in Serie oder parallel geschaltet sein können.
- Unterstützende Energieabsorbierungsstruktur für flexible Schutzverbauungen gegen Steinschlag, Holzschlag, Lawinen oder ähnlichem nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass die Energieabsorbierungselemente (8) direkt in die Verbindungselemente (7; 7', 7'', 7''') eingebaut sind und so in die Abfangstruktur mitintegriert sind.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT11662003 | 2003-07-24 | ||
AT11662003 | 2003-07-24 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1500747A1 true EP1500747A1 (de) | 2005-01-26 |
EP1500747B1 EP1500747B1 (de) | 2010-04-21 |
EP1500747B2 EP1500747B2 (de) | 2015-12-23 |
Family
ID=33479924
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04017509.3A Active EP1500747B2 (de) | 2003-07-24 | 2004-07-23 | Unterstützende Energieabsorbierungsstruktur |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1500747B2 (de) |
AT (1) | ATE465301T1 (de) |
DE (1) | DE502004011065D1 (de) |
ES (1) | ES2345148T5 (de) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT503574B1 (de) * | 2006-02-01 | 2007-11-15 | Isofer Ag | Auffangzaun für lawinen, stein- oder holzschlag |
EP1911884A1 (de) * | 2006-10-13 | 2008-04-16 | Trumer Schutzbauten GesmbH | Stütze für eine Steinschlagverbauung |
ITTO20081005A1 (it) * | 2008-12-30 | 2010-06-30 | Torino Politecnico | Struttura integrata di protezione paramassi. |
WO2011067479A1 (fr) | 2009-11-27 | 2011-06-09 | Heaven Climber Invest - H.C. Invest | Ecran pare-pierres |
ITTO20100163A1 (it) * | 2010-03-04 | 2011-09-05 | Incofil Srl | Barriera paramassi e relativa struttura portante. |
EP2711461A1 (de) * | 2012-09-21 | 2014-03-26 | Trumer Schutzbauten GesmbH | Stütze einer Steinschlagverbauung |
WO2014162098A1 (fr) * | 2013-04-04 | 2014-10-09 | Mecanroc | Support et barrière de protection pour retenir un objet en mouvement |
CN104246075A (zh) * | 2011-12-22 | 2014-12-24 | 特鲁默舒茨鲍滕有限责任公司 | 防护遮拦系统 |
DE202014102250U1 (de) * | 2014-05-14 | 2015-08-17 | Isofer Ag | Dynamische Steinschlag-Schutzbarriere |
EP2993269A1 (de) * | 2014-09-04 | 2016-03-09 | Jakob AG | Hangschutzanlage |
US11015309B2 (en) * | 2017-12-12 | 2021-05-25 | Institute Of Mountain Hazards And Environment, Chinese Academy Of Sciences | Flexible barrier and designing method thereof |
DE102020131710A1 (de) | 2020-11-30 | 2022-06-02 | Trumer Schutzbauten Ges.M.B.H | Schutzverbauung |
US20230220636A1 (en) * | 2020-05-08 | 2023-07-13 | Trumer Schutzbauten Ges.M.B.H | Rockfall barrier |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011002245A1 (de) | 2011-04-21 | 2012-10-25 | Sfs Intec Holding Ag | Befestigungsvorrichtung an einem Mauerwerk |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT203043B (de) * | 1957-11-29 | 1959-04-25 | Josef Kaim Bau Und Sprengunter | Nachgiebige Schutzvorrichtung |
GB1303218A (de) * | 1971-04-30 | 1973-01-17 | ||
EP0484563A1 (de) | 1988-10-12 | 1992-05-13 | Isofer Ag | Auffangzaun für Lawinen, Steinschlag oder Holzschlag |
US5299781A (en) * | 1991-07-10 | 1994-04-05 | State Department Of Highways, State Of Colorado | Flex post fence |
US5732935A (en) * | 1996-08-09 | 1998-03-31 | Codario, Jr.; Samuel C. | Golf barrier cross bracing system |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT1146501B (it) † | 1981-03-04 | 1986-11-12 | Roberto Oddo | Barriera elasto plastica per la protezione di persone e cose da masse in movimento |
DE20300821U1 (de) † | 2003-01-17 | 2003-04-10 | Fatzer Ag Romanshorn | Verbauungsvorrichtung für fließende Gewässer, insbesondere für Wildbäche |
-
2004
- 2004-07-23 ES ES04017509.3T patent/ES2345148T5/es active Active
- 2004-07-23 EP EP04017509.3A patent/EP1500747B2/de active Active
- 2004-07-23 AT AT04017509T patent/ATE465301T1/de active
- 2004-07-23 DE DE502004011065T patent/DE502004011065D1/de active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT203043B (de) * | 1957-11-29 | 1959-04-25 | Josef Kaim Bau Und Sprengunter | Nachgiebige Schutzvorrichtung |
GB1303218A (de) * | 1971-04-30 | 1973-01-17 | ||
EP0484563A1 (de) | 1988-10-12 | 1992-05-13 | Isofer Ag | Auffangzaun für Lawinen, Steinschlag oder Holzschlag |
US5299781A (en) * | 1991-07-10 | 1994-04-05 | State Department Of Highways, State Of Colorado | Flex post fence |
US5732935A (en) * | 1996-08-09 | 1998-03-31 | Codario, Jr.; Samuel C. | Golf barrier cross bracing system |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT503574B1 (de) * | 2006-02-01 | 2007-11-15 | Isofer Ag | Auffangzaun für lawinen, stein- oder holzschlag |
EP1911884A1 (de) * | 2006-10-13 | 2008-04-16 | Trumer Schutzbauten GesmbH | Stütze für eine Steinschlagverbauung |
ITTO20081005A1 (it) * | 2008-12-30 | 2010-06-30 | Torino Politecnico | Struttura integrata di protezione paramassi. |
WO2011067479A1 (fr) | 2009-11-27 | 2011-06-09 | Heaven Climber Invest - H.C. Invest | Ecran pare-pierres |
ITTO20100163A1 (it) * | 2010-03-04 | 2011-09-05 | Incofil Srl | Barriera paramassi e relativa struttura portante. |
CN104246075A (zh) * | 2011-12-22 | 2014-12-24 | 特鲁默舒茨鲍滕有限责任公司 | 防护遮拦系统 |
US9677231B2 (en) | 2011-12-22 | 2017-06-13 | Trumer Schutzbauten Gesmbh | Protection system |
EP2711461A1 (de) * | 2012-09-21 | 2014-03-26 | Trumer Schutzbauten GesmbH | Stütze einer Steinschlagverbauung |
FR3004199A1 (fr) * | 2013-04-04 | 2014-10-10 | Mecanroc | Support et barriere de protection pour retenir un objet en mouvement |
WO2014162098A1 (fr) * | 2013-04-04 | 2014-10-09 | Mecanroc | Support et barrière de protection pour retenir un objet en mouvement |
DE202014102250U1 (de) * | 2014-05-14 | 2015-08-17 | Isofer Ag | Dynamische Steinschlag-Schutzbarriere |
WO2015173615A1 (de) | 2014-05-14 | 2015-11-19 | Pfeifer Isofer Ag | Dynamische steinschlag-schutzbarriere |
EP3143209B1 (de) | 2014-05-14 | 2018-03-28 | Pfeifer Isofer AG | Dynamische steinschlag-schutzbarriere |
CH710082A1 (de) * | 2014-09-04 | 2016-03-15 | Jakob Ag | Hangschutzanlage. |
EP2993269A1 (de) * | 2014-09-04 | 2016-03-09 | Jakob AG | Hangschutzanlage |
US11015309B2 (en) * | 2017-12-12 | 2021-05-25 | Institute Of Mountain Hazards And Environment, Chinese Academy Of Sciences | Flexible barrier and designing method thereof |
US20230220636A1 (en) * | 2020-05-08 | 2023-07-13 | Trumer Schutzbauten Ges.M.B.H | Rockfall barrier |
DE102020131710A1 (de) | 2020-11-30 | 2022-06-02 | Trumer Schutzbauten Ges.M.B.H | Schutzverbauung |
WO2022112563A1 (de) | 2020-11-30 | 2022-06-02 | Trumer Schutzbauten Ges.M.B.H | Schutzverbauung |
Also Published As
Publication number | Publication date |
---|---|
DE502004011065D1 (de) | 2010-06-02 |
ES2345148T3 (es) | 2010-09-16 |
EP1500747B2 (de) | 2015-12-23 |
ES2345148T5 (es) | 2016-03-16 |
ATE465301T1 (de) | 2010-05-15 |
EP1500747B1 (de) | 2010-04-21 |
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