WO2008107857A4 - Articulated structure for soil protection and reinforcement - Google Patents

Articulated structure for soil protection and reinforcement Download PDF

Info

Publication number
WO2008107857A4
WO2008107857A4 PCT/IB2008/050836 IB2008050836W WO2008107857A4 WO 2008107857 A4 WO2008107857 A4 WO 2008107857A4 IB 2008050836 W IB2008050836 W IB 2008050836W WO 2008107857 A4 WO2008107857 A4 WO 2008107857A4
Authority
WO
WIPO (PCT)
Prior art keywords
blocks
linked
structure according
layer
layers
Prior art date
Application number
PCT/IB2008/050836
Other languages
French (fr)
Other versions
WO2008107857A2 (en
WO2008107857A3 (en
Inventor
Juan Carlos Amuchastegui
Andres Rodriguez
Franco Matias Francisca
Rodriguez Carlos Marcelo Garcia
Original Assignee
Consejo Nac Invest Cient Tec
Univ Nac De Cordoba
Inis Biotech Llc
Juan Carlos Amuchastegui
Andres Rodriguez
Franco Matias Francisca
Garcia Rodriguez Carlos Marcel
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 Consejo Nac Invest Cient Tec, Univ Nac De Cordoba, Inis Biotech Llc, Juan Carlos Amuchastegui, Andres Rodriguez, Franco Matias Francisca, Garcia Rodriguez Carlos Marcel filed Critical Consejo Nac Invest Cient Tec
Priority to BRPI0808313-4A priority Critical patent/BRPI0808313A2/en
Priority to US12/530,430 priority patent/US20100104379A1/en
Publication of WO2008107857A2 publication Critical patent/WO2008107857A2/en
Publication of WO2008107857A3 publication Critical patent/WO2008107857A3/en
Publication of WO2008107857A4 publication Critical patent/WO2008107857A4/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention consists in a patent structure as a 'blanket' constituted by blocks preferably of concrete linked (in orthogonal directions) between each other through chords, wires, strings made of materials resistant to strengths, and the chemical environment wherein it is placed, all in order to resist hydraulic actions. The blocks basically constitute a body formed by two truncated-conic linked by their bases and located (bonded) one beside the other in a same plane, allowing the blanket to intimately adapt to the shape of the underlying surface. This layout allows the blankets to pile up one upon the other, since the block hemi-bodies fit in the empty spaces of the blankets. This geometrical advantage allows the distribution of hydraulic forces in the three directions of space, where de layers behave as a sole flexible structure. This latter aspect is the fundamental innovation (vertical fitting), like the block geometry, with disposition thereof upon a resistant mesh (articulations).

Claims

AMENDED CLAIMS [Received by the International Bureau on 30 October 2008 (30.10.08) ]
1. Articulated multilayer structure for the protection and reinforcement of soils, formed by blocks or monolithic bodies of polyhedric truncated-cones with cylindrical shape, which are linked themselves in two orthogonal directions on the same plane. The linking devices are resistant cables, chords or connection wires, which are designed tn serve as articulations and link the blocks to create a flexible structure. This structure, taking into account its geometric design, can be placed on the surface to be protected in several over-imposed layers. Consecutive layers are shifted each other such that the base of each truncated-cone of a flexible layer is placed in the remaining voids, between the cones, of its immediately lower layer. The physical contacts between the blocks of each repealed layer form an interlocked device which transfer and distribute the acting forces and loads. Lateral forces in this multilayer articulated mat is supported partially by friction and partially by the interlocking between successsive layers.
2. A structure according to claim 1 which is formed by monolythic blocks of precast concrete, in which its shape is composed by an upper volume and a lower volume which can be configured by different arrangements that serve as filter for granular materials.
3. Multilayer structure according to any preceding claim formed by monolythic blocks with perpendicular or oblique perforations on the same plane, linked between them. Each layer is additionally connected to the next upper and lower layer by the interlocking between blocks.
4. Structure according to any preceding claim formed by more than one layer of blocks linked by wired elements forming a flexible mat,
5. Structure according to any preceding claim which can be located on the sides or on the top of the surfaces, where the cover finally adopts the form according to the morphology of the surface.
6. Structure according to any preceding claim which can be stacked in several layers, by distributing the loads in such a way that the vertical forces are taken by the blocks and the substrate, while the lateral forces are transmitted by the friction and interlocking between consecutive layers of linked blocks.
PCT/IB2008/050836 2007-03-08 2008-03-07 Articulated structure for soil protection and reinforcement WO2008107857A2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
BRPI0808313-4A BRPI0808313A2 (en) 2007-03-08 2008-03-07 "Multi-layer articulated structure for soil protection and reinforcement"
US12/530,430 US20100104379A1 (en) 2007-03-08 2008-03-07 Articulated structure for soil protection and reinforcement

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ARP070100955 2007-03-08
ARP070100955A AR060197A1 (en) 2007-03-08 2007-03-08 ARTICULATED STRUCTURE OF SURFACE DEVELOPMENT FOR SOIL CONSOLIDATION

Publications (3)

Publication Number Publication Date
WO2008107857A2 WO2008107857A2 (en) 2008-09-12
WO2008107857A3 WO2008107857A3 (en) 2008-11-06
WO2008107857A4 true WO2008107857A4 (en) 2009-01-22

Family

ID=39590554

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2008/050836 WO2008107857A2 (en) 2007-03-08 2008-03-07 Articulated structure for soil protection and reinforcement

Country Status (4)

Country Link
US (1) US20100104379A1 (en)
AR (1) AR060197A1 (en)
BR (1) BRPI0808313A2 (en)
WO (1) WO2008107857A2 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8858118B2 (en) * 2012-03-29 2014-10-14 Waskey Bridges, Inc. Erosion control mat system
US8950974B2 (en) 2012-08-16 2015-02-10 Seabed Technologies Llc Mat for sea floor installation
US9920500B2 (en) 2012-10-25 2018-03-20 Seabed Technologies Llc Apparatus and method for mat installation
US9512582B2 (en) 2012-10-26 2016-12-06 Michael Hill Erosion control block
CN111474086A (en) * 2020-04-24 2020-07-31 三峡大学 Test device and method for bank slope soil body washout starting
CN112343148B (en) * 2020-10-29 2022-08-30 王超瑞 Black smelly water treatment device for community environment-friendly ecological canal
CN113605314B (en) * 2021-08-12 2022-08-16 徐雁飞 Ecological slope protection device in yellow river that can guarantee vegetation normal growth
CN113832913A (en) * 2021-09-07 2021-12-24 湖北驭水工程建设有限公司 Multi-functional ecological concrete gabion bank protection
US11555286B1 (en) * 2022-02-25 2023-01-17 Natrx, Inc. Stabilizing structural fills

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3375667A (en) * 1966-06-13 1968-04-02 Carl G. Hard Revetment structure and units therefor
GB8407514D0 (en) * 1984-03-22 1984-05-02 Waters C M Flexible blanket
WO1991016503A1 (en) * 1990-04-26 1991-10-31 Dunlop Limited Flexible blanket
US6416253B1 (en) * 2000-05-02 2002-07-09 Lee Masonry Products, Llc Abrasive resistant open cell articulated seabed mat

Also Published As

Publication number Publication date
AR060197A1 (en) 2008-06-04
BRPI0808313A2 (en) 2014-07-08
WO2008107857A2 (en) 2008-09-12
WO2008107857A3 (en) 2008-11-06
US20100104379A1 (en) 2010-04-29

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