EP0833988B1 - Leichtes aufschüttungsbauwerk - Google Patents
Leichtes aufschüttungsbauwerk Download PDFInfo
- Publication number
- EP0833988B1 EP0833988B1 EP97920772A EP97920772A EP0833988B1 EP 0833988 B1 EP0833988 B1 EP 0833988B1 EP 97920772 A EP97920772 A EP 97920772A EP 97920772 A EP97920772 A EP 97920772A EP 0833988 B1 EP0833988 B1 EP 0833988B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- blocks
- layer
- lightweight embankment
- embankment according
- embankment
- 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.)
- Expired - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
- E01C3/006—Foundations for pavings made of prefabricated single units
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
Definitions
- the present invention relates to a lightweight backfill and more particularly to the technique of construction of such an embankment.
- the object of the invention is to provide lightweight economic embankments and requiring little building materials, while having properties of improved stability.
- the invention relates to a light backfill according to the claim 1.
- the light backfill according to the invention may include one or more characteristics described in claims 2 to 18.
- the embankment 1 shown in Figure 1 is intended to support a roadway. Its width gradually decreases from its base towards its Mountain peak.
- the embankment 1 is constructed from building blocks 3 of elongated parallelepiped shape, stacked in successive layers on the others, the blocks 3 of the same layer being arranged in rows parallel.
- the first layer of backfill, base layer 5, rests on a bed 6 of quarry sand or crushed material, of approximately 0.1m thick on average.
- the blocks 3 of the other layers are laid with crossed with respect to blocks 3 of the adjacent lower layer.
- the blocks 3 of each layer are separated from each other. by free spaces 7.
- the width of free spaces 7 is constant and less than 1m, and preferably between 0.2m and 0.6m.
- the width of the free spaces of the lower layers may be greater than that of the open spaces of the upper layers.
- the cover layer 9 is however formed by blocks 3 placed contiguously to carry a reinforced concrete slab 11 supporting the wearing course 13 of the road.
- the height of the blocks 3 is between 0.17m and 1.1m.
- the blocks belonging to the same layer all have the same height. In the example shown, this height is uniform for all the embankment, but, alternatively, this may vary from layer to layer.
- the blocks 3 are made of light plastic material, in particular of expanded polystyrene.
- Light plastic material means a plastic material with a density less than 1000 kg / m 3 .
- the density of the material used is greater than 21 kg / m 3 , in particular greater than 23 kg / m 3 , and the compressive strength at 10% crushing is greater at 110 kPa, in particular greater than 130 kPa.
- the total weight of the structure remains approximately the same thanks to the free spaces between the blocks of a layer.
- At least one end, and preferably all the ends, of the free spaces 7 are closed by end caps 16 made of the same material as blocks 3, or by a geotextile membrane.
- At least some of the blocks 3 are provided with construction, during stacking, of joining means, for example those shown in Figure 2.
- These joining means are formed by at least a rod 17, and preferably by two rods 17.
- These are in particular vertical steel rods, longer than height of an associated building block 3, which pierce this block respectively near its ends and protrude on either side of the block.
- the parts protruding rods 17 are intended to sink into blocks of two adjacent layers and thus secure the blocks against lateral displacement.
- rods with a diameter of 8mm and a length are used 1.10m.
- Figure 3 shows a light embankment 1 to be built against an inclined slope 19.
- the laying bed 6 is here made of materials crushed with an average thickness of 0.15 m.
- elements corresponding to those of figure 1 will be identified by the numbers correspondents.
- This variant differs essentially from the embankment shown in Figure 1 by the fact that there are provided holding elements 21 of the embankment housed in certain free spaces 7 of the embankment 1.
- such a holding element 21 is produced in pouring concrete into a free space 7 forming lost formwork.
- the ends of the free space as well as the openings thereof which communicate with the free spaces of the lower layers are closed by plates, or alternatively, with regard to the ends of the spaces free, by blocks 22 of cut expanded polystyrene which are flush with the free surface of the embankment.
- Another solution could be to carry out the fillings in question using geotextile membranes.
- the elements holding 21 are preferably cast in a free space having a width less than 0.3m of a layer formed by blocks having a height less than 0.3m, so as not to make the embankment too heavy.
- this anchoring element 23 is also formed by poured concrete, together with the concrete forming elements of maintenance 21, in a free interval provided between the slope 19 and the embankment 1.
- the end 25 of the free space 7 forming lost formwork, opposite slope 19, is widened.
- the concrete poured into this the enlarged end thus forms a retaining element 26 having a shape in T.
- a light backfill 1 with free spaces 7 allows a considerable savings in the volume of material used for construction and, as a result, savings of around 20% in transport costs.
- Another advantage of the lightened backfill according to the invention relates to drainage thereof, especially when it is built on land flood.
- water enters, through the bed laying 6, in the free spaces 7 of the base layer 5, which communicate with free spaces 7 of the upper layers.
- the free spaces 7 of the different layers are gradually filled with water.
- Archimedes' push exerted over the entire embankment is reduced, so that the stability of the embankment 1 is only slightly affected by the flood.
- the layers can be formed blocks of SAUL material.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Materials For Medical Uses (AREA)
- Road Paving Structures (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Road Signs Or Road Markings (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Glass Compositions (AREA)
- Non-Portable Lighting Devices Or Systems Thereof (AREA)
- Electrochromic Elements, Electrophoresis, Or Variable Reflection Or Absorption Elements (AREA)
Claims (18)
- Abgestützter Erddamm (1), aufweisend Blöcke (3), die in aufeinanderfolgenden Schichten gestapelt sind, wobei in zumindest einer Schicht zumindest zwei benachbarte Blöcke (3) der Schicht voneinander durch einen Freiraum (7) getrennt sind, und wobei die Blöcke (3) im wesentlichen eine allgemeine Quaderform besitzen, dadurch gekannzeichnet, dass die Blöcke (3) von zwei benachbarten Schichten in bezug auf die anderen gekreuzt zu liegen kommen.
- Abgestützter Erddamm (1) nach Anspruch 1, dadurch gekennzeichnet, dass die Blöcke (3) von ein und derselben Schicht in parallelen Reihen angeordnet sind.
- Abgestützter Erddamm (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Blöcke (3) von ein und derselben Schicht dieselbe Höhe aufweisen, und dass die Blöcke (3) von zumindest zwei unterschiedlichen Schichten unterschiedliche Höhe aufweisen.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Blöcke (3) aus Kunststoffmaterial, insbesondere aus porig-zelligem Polystyrol hergestellt sind.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Blöcke (3) aus einem Material mit einer Volumenmasse größer als 21 kg/m3, insbesondere größer als 23 kg/m3 und mit einer 10%-Druckverformungsbeständigkeit größer als 110 kPa, insbesondere größer als 130 kPa hergestellt sind.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass zumindest ein Block (3) von zumindest einer Schicht mit zumindest einem weiteren Block (3), der zu zumindest einer benachbarten Schicht gehört, mittels Verbindungsmitteln (17) verbunden ist.
- Abgestützter Erddamm (1) nach Anspruch 6, dadurch gekennzeichnet, dass die Verbindungsmittel gebildet sind durch Haftmaterial, insbesondere Klebematerial.
- Abgestützter Erddamm (1) nach Anspruch 6, dadurch gekennzeichnet, dass die Verbindungsmittel zumindest durch eine Stange (17) gebildet sind, insbesondere durch eine Eisenvertikalstange, die über den Block (3) übersteht und dazu bestimmt ist, in einen Block (3) einer benachbarten Schicht einzugreifen.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass die Größe der Freiräume (7) von unteren Schichten größer als die Größe der Freiräume (7) von oberen Schichten ist.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 9, aufweisend eine Abdeckschicht (9), dadurch gekennzeichnet, dass die Blöcke (3) der Abdeckschicht (9) des Erddamms aneinander stoßend zu liegen kommen.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass zumindest ein Ende von zumindest einem Freiraum (7) und bevorzugt sämtliche Enden sämtlicher Freiräume (7) durch Ansatzstücke (16) verschlossen sind.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass zumindest ein Halteelement (21) für den Erddamm in zumindest einem Freiraum (7) aufgenommen ist.
- Abgestützter Erddamm (1) nach Anspruch 12, dadurch gekennzeichnet, dass die Größe der Freiräume (7), die ein Halteelement (21) aufnehmen, kleiner als die Größe der übrigen Freiraume (7) derselben Schicht ist, und dass die Höhe der Blöcke (3) dieser Schicht kleiner als die Höhe von zumindest einer weiteren Schicht des Erddamms (1) ist.
- Abgestützter Erddamm (1) nach Anspruch 12 oder 13, der gegen eine Böschung (19) erstellt ist, dadurch gekennzeichnet, dass die Halteelemente (21) des Erddamms über ein Ende mit einem Verankerungselement an der Böschung (23) verankert sind, wobei das Verankerungselement insbesondere gemeinsam für mehrere Halteelemente ein und derselben Schicht dient.
- Abgestützter Erddamm (1) nach einem der Ansprüche 12 bis 14, dadurch gekennzeichnet, dass das Halteelement (21) des Erddamms aus Beton gebildet ist, der in einem Freiraum (7) gegossen ist, der eine verlorene Schalung bildet, wobei die Enden dieses Freiraums (7) sowie die Öffnungen desselben, die mit einem Freiraum (7) einer unteren Schicht in Verbindung stehen, durch Verschließelemente (22) verschlossen sind.
- Abgestützter Erddamm (1) nach Anspruch 14 in Verbindung mit 15, dadurch gekennzeichnet, dass das Verankerungselement mit der Böschung (23) durch Beton gebildet ist, der in einem freien Zwischenraum gegossen ist, der zwischen der Böschung (19) und dem Erddamm (1) vorgesehen ist.
- Abgestützter Erddamm (1) nach Anspruch 15 und 16, der gegen eine Böschung erstellt ist, dadurch gekennzeichnet, dass zumindest ein Ende von zumindest einem Freiraum (7), der als verlorene Schalung dient, einen vergrößerten Teil (25) umfasst, in welchem das Halteelement (21) ein Rückhalteelement (26) für die Blöcke (3) des Erddamms bildet.
- Abgestützter Erddamm (1) nach einem der Ansprüche 1 bis 17, dadurch gekennzeichnet, dass die Natur- und/oder die Dichte der Blöcke von einer Schicht zur anderen variiert.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9604879 | 1996-04-18 | ||
FR9604879A FR2747705B1 (fr) | 1996-04-18 | 1996-04-18 | Remblai allege |
PCT/FR1997/000689 WO1997039195A1 (fr) | 1996-04-18 | 1997-04-16 | Remblai allege |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0833988A1 EP0833988A1 (de) | 1998-04-08 |
EP0833988B1 true EP0833988B1 (de) | 2002-01-09 |
Family
ID=9491346
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97920772A Expired - Lifetime EP0833988B1 (de) | 1996-04-18 | 1997-04-16 | Leichtes aufschüttungsbauwerk |
Country Status (9)
Country | Link |
---|---|
US (1) | US6146054A (de) |
EP (1) | EP0833988B1 (de) |
JP (1) | JPH11508983A (de) |
AT (1) | ATE211788T1 (de) |
CA (1) | CA2225508A1 (de) |
DE (1) | DE69709517D1 (de) |
FR (1) | FR2747705B1 (de) |
NO (1) | NO975908L (de) |
WO (1) | WO1997039195A1 (de) |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20030188505A1 (en) * | 2000-08-17 | 2003-10-09 | Marshall Richard Granville | Structural module |
GB0129718D0 (en) * | 2001-12-12 | 2002-01-30 | Vencel Resil Ltd | Retaining walls |
US7160052B2 (en) * | 2004-08-24 | 2007-01-09 | The United States Of America As Represented By The Secretary Of The Army | Paving system using arrays of vertically interlocking paving blocks |
CN100427686C (zh) * | 2004-10-11 | 2008-10-22 | 中铁四局集团第一工程有限公司 | 软土地基上高填方路基填筑方法 |
NL2001295C2 (nl) * | 2008-02-19 | 2009-08-20 | Dura Vermeer Business Dev B V | Werkwijze ter vervaardiging van een constructie. |
PT104125B (pt) * | 2008-07-04 | 2010-05-28 | Manuel Filipe Lourenco Serro | Sistema monolítico de fundação em homopolímero/pavimento em agregados resistentes em configuração semi-contínua |
NL2004245C2 (nl) * | 2010-02-15 | 2011-08-16 | Gemeentewerken Gemeente Rotterdam | Funderingsconstructie, alsmede infrastructuur met een dergelijke funderingsconstructie. |
CN102493303B (zh) * | 2011-12-16 | 2014-03-19 | 何晓英 | 一种路基镶嵌拓宽方法 |
FI20125201L (fi) * | 2012-02-21 | 2013-08-22 | Finnfoam Oy | Tierakenne ja menetelmä tierakenteen tukemiseksi |
NL1039945C2 (nl) * | 2012-12-12 | 2014-06-17 | Milan Duå¡Kov | Taludloze zettingarme lichtgewicht (spoor)wegophogingen en - verbredingen van eps met verticale zijkant(en). |
US8770886B1 (en) * | 2013-05-10 | 2014-07-08 | Daniel Kotler | Modular flooring system |
US9783944B2 (en) * | 2014-06-06 | 2017-10-10 | Larry Ragsdale, JR. | Berm or levee expansion system and method |
US10240310B2 (en) | 2014-06-06 | 2019-03-26 | Larry J. Ragsdale, Jr. | Berm or levee expansion system and method |
JP6803135B2 (ja) * | 2015-08-05 | 2020-12-23 | アキレス株式会社 | 軽量盛土構造 |
US10538889B2 (en) | 2017-05-24 | 2020-01-21 | Larry J Ragsdale, Jr. | Berm or levee expansion system and method |
CN107245912B (zh) * | 2017-07-03 | 2019-04-30 | 中国铁道科学研究院铁道建筑研究所 | 一种泡沫轻质土铁路路基结构及工法 |
CN108677637B (zh) * | 2018-04-28 | 2020-12-08 | 中交三航局第三工程有限公司 | 一种预制混凝土管节加筋轻质土的路基填筑方法 |
RU2747181C1 (ru) * | 2020-07-28 | 2021-04-28 | федеральное государственное бюджетное образовательное учреждение высшего образования «Санкт-Петербургский горный университет» | Способ возведения опорного основания дорожной одежды |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US118216A (en) * | 1871-08-22 | Improvement in wooden pavements | ||
US238706A (en) * | 1881-03-08 | Pavement | ||
US777860A (en) * | 1903-06-12 | 1904-12-20 | Frederic J Nash | Road or pavement. |
US1402942A (en) * | 1917-03-07 | 1922-01-10 | Harry G Jennison | Pavement |
US1636113A (en) * | 1925-09-22 | 1927-07-19 | Henry D Streator | Pavement |
US1636114A (en) * | 1926-05-24 | 1927-07-19 | Henry D Streator | Pavement |
CH419209A (fr) * | 1965-04-20 | 1966-08-31 | Cottier Roger | Procédé de construction d'une route sur un mauvais terrain et route obtenue par la mise en oeuvre de ce procédé |
DE2106723C3 (de) * | 1971-02-12 | 1974-10-10 | Deutsche Schachtbau- U. Tiefbohrgesellschaft Mbh, 4450 Lingen | Verfahren zum Herstellen einer behelfsmäßigen Fahrbahn |
DE2415023C3 (de) * | 1974-03-28 | 1979-07-05 | Lindemann Maschinenfabrik Gmbh, 4000 Duesseldorf | Lärmschutzwall |
FR2639663B1 (fr) * | 1988-11-30 | 1992-04-10 | Jacques Perrin | Procede de construction d'un massif de construction allege et souple a partir de blocs elementaires de fragments de matieres comprimes |
BE1005503A3 (fr) * | 1990-11-16 | 1993-08-31 | Brock Jean Jacques | Pave encastrable destine au revetement de voiries et autres sols et voirie et autres sols revetus de tels paves. |
US5624211A (en) * | 1993-03-31 | 1997-04-29 | Societe Civile Des Brevets Henri C. Vidal | Modular block retaining wall construction and components |
EP0707117B1 (de) * | 1993-03-31 | 2002-07-10 | Société Civile des Brevets Henri Vidal | Bausteinstützmauerkonstruktion |
FR2720088B1 (fr) * | 1994-05-20 | 1996-08-14 | Screg Routes & Travaux | Remblai allégé utilisant des matériaux recyclés. |
-
1996
- 1996-04-18 FR FR9604879A patent/FR2747705B1/fr not_active Expired - Fee Related
-
1997
- 1997-04-16 WO PCT/FR1997/000689 patent/WO1997039195A1/fr active IP Right Grant
- 1997-04-16 AT AT97920772T patent/ATE211788T1/de not_active IP Right Cessation
- 1997-04-16 DE DE69709517T patent/DE69709517D1/de not_active Expired - Lifetime
- 1997-04-16 EP EP97920772A patent/EP0833988B1/de not_active Expired - Lifetime
- 1997-04-16 US US08/981,306 patent/US6146054A/en not_active Expired - Fee Related
- 1997-04-16 CA CA002225508A patent/CA2225508A1/fr not_active Abandoned
- 1997-04-16 JP JP9536819A patent/JPH11508983A/ja active Pending
- 1997-12-16 NO NO975908A patent/NO975908L/no not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
WO1997039195A1 (fr) | 1997-10-23 |
ATE211788T1 (de) | 2002-01-15 |
US6146054A (en) | 2000-11-14 |
NO975908L (no) | 1998-02-18 |
FR2747705A1 (fr) | 1997-10-24 |
CA2225508A1 (fr) | 1997-10-23 |
EP0833988A1 (de) | 1998-04-08 |
DE69709517D1 (de) | 2002-02-14 |
NO975908D0 (no) | 1997-12-16 |
JPH11508983A (ja) | 1999-08-03 |
FR2747705B1 (fr) | 1998-05-29 |
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