EP0668405B1 - Böschungselement zur Sicherung oder Stützung eines Hanges - Google Patents

Böschungselement zur Sicherung oder Stützung eines Hanges Download PDF

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Publication number
EP0668405B1
EP0668405B1 EP95101902A EP95101902A EP0668405B1 EP 0668405 B1 EP0668405 B1 EP 0668405B1 EP 95101902 A EP95101902 A EP 95101902A EP 95101902 A EP95101902 A EP 95101902A EP 0668405 B1 EP0668405 B1 EP 0668405B1
Authority
EP
European Patent Office
Prior art keywords
mat
self
embankment
side wall
element according
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
Application number
EP95101902A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0668405A1 (de
Inventor
Hans Rudolf von Känel
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sytec Bausysteme AG
Original Assignee
Sytec Bausysteme AG
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sytec Bausysteme AG filed Critical Sytec Bausysteme AG
Publication of EP0668405A1 publication Critical patent/EP0668405A1/de
Application granted granted Critical
Publication of EP0668405B1 publication Critical patent/EP0668405B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0208—Gabions
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements

Definitions

  • the present invention relates to an embankment element for securing or supporting a slope with at least one surface with a material layer which promotes the growth of plants.
  • a first type consists of a visible sign, a bottom wall and two side walls protruding from the sign to the rear.
  • Another type is a square box with four side walls without a bottom.
  • a planting element for extensive green walling which consists of a box element, of which one wall represents an open greening area and in the interior of which there is a substrate mat. These elements are designed identically among themselves and can be attached to each other on a wall. so that they can also be arranged in rows sideways. Such plant boxes are used to green a wall and in this form can never be used to green steep slopes, since they themselves have no supporting or Have anchoring options.
  • a prismatic body with at least one self-supporting side wall, and with further side walls consists of a load-bearing mat provided with openings, which mat is formed in one piece and also the self-supporting one Side wall comprises, the self-supporting side wall and the other side walls enclosing a core consisting of humus-like mass with the interposition of the material layer mentioned, and wherein the end parts of the mat are connected to one another and to a support element.
  • the prismatic body 10 in the form of a three-sided prism has a self-supporting wall 2, for example made of a grid known from construction technology.
  • a core 7 comprised of a mat 6, made of a humus mixture.
  • the two other walls 3, 4 are formed by a grid mat.
  • This lattice mat in one-piece design also encloses the self-supporting wall 2 and is connected to the prism edge opposite this self-supporting wall at the two end parts, such that a larger projecting part 13, 14 is formed on each side. the ends of these protruding parts are in turn connected to one another so that a tab 15 is formed.
  • a supporting element 12, e.g. a rod can be pushed on which the entire embankment element 10 can be lifted for loading and moving.
  • the mat 6 can be provided with seeds in advance or these can also be sown on the mat 6 after the formation of the embankment element 10. In any case, it is possible with such an element to keep it in a growth-favoring environment until the seeds at least germinate or, if possible, plants have already grown. Instead of or in addition to the mat 6, grass bricks or grown turfs could also be applied to the core 7.
  • a first embankment element 10 can be placed on a grown base 20 or on a base designed as a foundation, as shown in FIG.
  • the structure of a rear end 21 can then be introduced behind this slope element 10.
  • the tab 15 can be designed on the level 22 of the rear structure 21, so as to form an anchorage between the slope element 10 and the rear structure 21 and thus a support body.
  • the next slope element 10 is then placed on the compacted rear structure 21, the visible surface, for example the wall 3, either being able to align with the same wall 3 of the slope element below it, or being displaced to the rear with a distance, depending on the desired slope of the slope, which is therefore not only predetermined by the angle between the self-supporting wall 2 and the viewing wall 3 for each case.
  • the advantage of such a slope element is obvious.
  • the element can be prefabricated and even pre-planted or pre-planted and then brought to the construction site as a finished product. This saves working time on the construction site and is therefore much less dependent on the weather compared to the conventional method, according to which the embankment is erected on the spot, so that practically any weather has to be worked and there is still the risk of a thunderstorm the embankment is washed away.
EP95101902A 1994-02-17 1995-02-13 Böschungselement zur Sicherung oder Stützung eines Hanges Expired - Lifetime EP0668405B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH472/94 1994-02-17
CH47294 1994-02-17

Publications (2)

Publication Number Publication Date
EP0668405A1 EP0668405A1 (de) 1995-08-23
EP0668405B1 true EP0668405B1 (de) 1997-09-24

Family

ID=4187792

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95101902A Expired - Lifetime EP0668405B1 (de) 1994-02-17 1995-02-13 Böschungselement zur Sicherung oder Stützung eines Hanges

Country Status (8)

Country Link
US (1) US5658096A (ja)
EP (1) EP0668405B1 (ja)
JP (1) JPH07305354A (ja)
KR (1) KR950032918A (ja)
AT (1) ATE158627T1 (ja)
DE (1) DE59500695D1 (ja)
ES (1) ES2112570T3 (ja)
NO (1) NO950586L (ja)

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US6341922B1 (en) * 1997-10-20 2002-01-29 Felix P. Jaecklin Cellular construction, in particular supporting or sound insulating construction capable of being greened, and process for producing the same
WO1999023313A1 (de) 1997-11-03 1999-05-14 Sytec Bausysteme Ag Gleitschalung zum bau von stützwänden
US6497532B1 (en) * 1998-01-23 2002-12-24 Mcginn John Structural member for composite assembly device and method for erosion control and sediment retention
US6368017B2 (en) * 1999-03-16 2002-04-09 Charles E. Black Storm water detention filter system
US7452165B2 (en) * 2001-07-31 2008-11-18 Tyler Rodney W Containment systems, methods, and devices
US7226240B2 (en) 2001-07-31 2007-06-05 Tyler Rodney W Devices, systems, and methods for controlling erosion
US6672799B2 (en) * 2001-08-20 2004-01-06 Milan Dennis Earl Portable barrier
WO2003023151A1 (fr) * 2001-09-13 2003-03-20 Emeleyan Gorodetskyi Mur de retenue
US6893193B2 (en) * 2002-01-30 2005-05-17 B. Lanka Santha Self-anchoring fiber block system
DE10337539A1 (de) * 2003-08-06 2005-02-24 Alfredo Jimenez Anguita Spiralförmige Körper, die i.d.R. Gefüllt, in der Geotechnik, im Garten- und Landschaftsbau und/oder im Gebäudebau eingesetzt werden
US20070253785A1 (en) 2004-12-28 2007-11-01 Tyler Rodney W Containment systems, methods, and devices
US9945090B1 (en) 2007-04-16 2018-04-17 Conwed Plastics Acquisition Company V Llc System, devices, and/or methods for stabilizing earth
US8596928B1 (en) 2007-05-17 2013-12-03 Henry G Justiniano Cement-treated soil blocks with vegetative faces
US7850402B1 (en) * 2007-05-17 2010-12-14 Henry Justiniano Cement-treated soil blocks with vegetative faces
US7762746B2 (en) * 2007-07-19 2010-07-27 Gary Berenyi Silt fencing system
US20090238648A1 (en) * 2008-03-15 2009-09-24 Michael Allen Wilkman Modular wall systems with integrated growth medium
US8632278B2 (en) * 2010-06-17 2014-01-21 T & B Structural Systems Llc Mechanically stabilized earth welded wire facing connection system and method
KR100924933B1 (ko) * 2008-06-30 2009-11-05 김진태 식생토낭과 고정부재를 이용한 자연 친화적인 옹벽의시공방법 및 그 설치구조
US9562335B1 (en) * 2009-05-20 2017-02-07 Abron J. Arrington Flood control devices and methods
US8376657B2 (en) 2009-12-08 2013-02-19 Awt Ip, Llc Berm and method of construction thereof
US8961073B2 (en) * 2009-12-08 2015-02-24 Awt Ip, Llc System and method for strengthening a sloped structure such as a berm, basin, levee, embankment, or the like
US8845240B2 (en) 2009-12-08 2014-09-30 Awt Ip, Llc Berm and method of construction thereof
US8632280B2 (en) * 2010-06-17 2014-01-21 T & B Structural Systems Llc Mechanically stabilized earth welded wire facing connection system and method
US8734059B2 (en) * 2010-06-17 2014-05-27 T&B Structural Systems Llc Soil reinforcing element for a mechanically stabilized earth structure
US9113601B2 (en) * 2011-08-11 2015-08-25 Can PA Love Structure for growing plants and a method of creating the structure
US9210846B2 (en) 2012-02-28 2015-12-15 Joseph P. VanLente Vertical concentrated vegetable and plant grower
US9181668B1 (en) * 2012-05-22 2015-11-10 Jordan S. Hill Shoreline erosion control arrangement and method
GB2503740B (en) * 2012-07-06 2014-10-15 Hesco Bastion Ltd Gabion
US9315962B2 (en) 2014-02-24 2016-04-19 B. Lanka Santha Fiber block planting system
CN110694340A (zh) * 2014-07-31 2020-01-17 埃里克·J·洛夫 沉积物过滤设备、方法和系统
US10323401B2 (en) * 2015-08-21 2019-06-18 Granite Environmental, Inc. Curb inlet filter
US10196283B2 (en) * 2015-08-31 2019-02-05 Granite Environmental, Inc. Erosion and storm water control apparatus and method
US11492771B2 (en) 2016-08-31 2022-11-08 Wilkinson Ecological Design Erosion control apparatus
US10125462B2 (en) * 2016-08-31 2018-11-13 Wilkinson Ecological Design Erosion control apparatus
US11306455B2 (en) 2016-08-31 2022-04-19 Wilkinson Ecological Design Erosion control apparatus
US11306454B2 (en) 2016-08-31 2022-04-19 Wilkinson Ecological Design Erosion control apparatus
US10280578B2 (en) 2017-08-21 2019-05-07 B. Lanka Santha Fiber block system
US10145079B1 (en) 2017-10-31 2018-12-04 Awt Ip Llc Berm and method of manufacturing a berm
US10893649B2 (en) * 2018-07-30 2021-01-19 George Patrick Solis Bracing and blocking apparatus for a variety of uses
US10648149B1 (en) 2019-09-26 2020-05-12 B. Lanka Santha Fiber block system
US11965301B2 (en) * 2021-11-23 2024-04-23 B. Lanka Santha Fiber sheet system

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GB2073281A (en) * 1979-12-03 1981-10-14 Netlon Ltd Reinforced soil structure
JPS5721630A (en) * 1980-07-15 1982-02-04 Yamashizu Shokai Kk Protective mat for slope and protection work therefor
JPS57133927A (en) * 1981-02-12 1982-08-18 Yutaka Kagaku Kogyo Kk Greens-planting work for slope
JPS60112928A (ja) * 1983-11-24 1985-06-19 Sanoku Kogyo Kk 法面保護構造
US4610568A (en) * 1984-03-28 1986-09-09 Koerner Robert M Slope stabilization system and method
GB2167794A (en) * 1984-12-04 1986-06-04 Soil Structures Improvements in and relating to stabilised soil structures
CH666510A5 (de) * 1985-03-05 1988-07-29 Landolt Fritz Ag Anordnung zum erstellen einer begruenbaren steilboeschung.
DE3800095A1 (de) * 1987-03-02 1989-07-13 Mielke Horst Guenter Pflanzelement zur flaechenhaften wandbegruenung
JPS6469020A (en) * 1987-09-10 1989-03-15 Nissei Plastics Ind Co Method of sealing light-emitting diode with resin
DE3932493A1 (de) * 1989-09-28 1991-04-11 Volker Dipl Ing Hansen Verfahren zur erstellung von vollflaechig begruenbaren steilboeschungen und vorrichtung hierzu
JPH0452319A (ja) * 1990-06-21 1992-02-20 Okabe Co Ltd 斜面安定工法及び擁壁
IT1242074B (it) * 1990-10-12 1994-02-08 Comes Spa Muro vegetativo in terra rinforzata e procedimento per la sua realizzazione
DE4105930A1 (de) * 1991-02-26 1992-08-27 Huesker Synthetic Gmbh & Co Grossvolumiger sack zum auf- und abbau von schutzwaellen
CH680078A5 (ja) * 1991-03-20 1992-06-15 Bossard & Staerkle Ag
JP2924432B2 (ja) * 1992-04-02 1999-07-26 三井石化産資株式会社 盛土構造物、その形成方法および形成材料
IT1257042B (it) * 1992-06-10 1996-01-05 Procedimento per la formazione di scarpate verdeggianti in terra rinforzata e prodotto ottenuto con tale procedimento
JP2600050B2 (ja) * 1993-02-10 1997-04-16 天龍工業株式会社 法面保護緑化構造

Also Published As

Publication number Publication date
DE59500695D1 (de) 1997-10-30
NO950586L (no) 1995-08-18
JPH07305354A (ja) 1995-11-21
ATE158627T1 (de) 1997-10-15
NO950586D0 (no) 1995-02-16
ES2112570T3 (es) 1998-04-01
EP0668405A1 (de) 1995-08-23
US5658096A (en) 1997-08-19
KR950032918A (ko) 1995-12-22

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