WO2011098643A1 - Module de soutènement de terres - Google Patents

Module de soutènement de terres Download PDF

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Publication number
WO2011098643A1
WO2011098643A1 PCT/ES2011/070071 ES2011070071W WO2011098643A1 WO 2011098643 A1 WO2011098643 A1 WO 2011098643A1 ES 2011070071 W ES2011070071 W ES 2011070071W WO 2011098643 A1 WO2011098643 A1 WO 2011098643A1
Authority
WO
WIPO (PCT)
Prior art keywords
modules
foundation
projections
cylindrical
module
Prior art date
Application number
PCT/ES2011/070071
Other languages
English (en)
Spanish (es)
Inventor
Agustín BERDEJO ALONSO
Original Assignee
Berdejo Alonso Agustin
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 Berdejo Alonso Agustin filed Critical Berdejo Alonso Agustin
Priority to EP11741931A priority Critical patent/EP2549022A1/fr
Publication of WO2011098643A1 publication Critical patent/WO2011098643A1/fr

Links

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
    • E02D29/025—Retaining or protecting walls made up of similar modular elements stacked without mortar
    • 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
    • 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
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/395—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for claustra, fences, planting walls, e.g. sound-absorbing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • E04B2002/0223—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of cylindrical shape

Definitions

  • the present invention relates to a land containment module, preferentially and fundamentally provided to build the classic breakwaters, land containment walls that are placed in terraced terraces and terraces, being equally applicable on the coasts to prevent water erosion on land, on the banks of rivers, etc.
  • the object of the invention is to achieve an easily achievable retaining wall, with optimum stability, preventing displacements of the parts that constitute it and therefore supporting the force that the earth can exert on its landslides.
  • the retaining wall is intended for, for example, breakwaters, river banks, bank-type steps, it can be applicable in any circumstance in which land containment is to be carried out, whether stable or not, as well as for public works or other building works.
  • the retaining walls are made of large-sized stone blocks, which are placed forming an inclined wall in correspondence with the inclination of the land, so that these stones are placed trying to "marry” each other, of the best possible way, fixing each other by mutual friction.
  • the stone blocks work by friction, as has been said before.
  • the wall of containment of earth that has been recommended has been designed to solve the above-mentioned problem, based on using, instead of the classic natural stones or prefabricated concrete blocks, hollow plastic parts that are tongue and groove interconnected with each other and that once assembled in a simple way, due to their low weight, they can be filled with concrete, allowing even the introduction of steel reinforcements through them, thus strengthening the mechanical strength of the wall.
  • the wall is formed from a foundation, which can be straight, sinuous, curved, right angles, corner or corner, buttresses and pilasters etc, depending on the characteristics of the land, so that on said foundation Initially, different rows of modules are placed, with a tongue and groove intercouple between them, making it impossible for them to move horizontally against the pressure of the earth.
  • foundation base plates consisting of triangular structures in which they are established, in correspondence with two of the vertices, two hollow cylindrical bodies, while in the other vertex there is an oval body and slightly smaller, these foundation plates joining each other conveniently on the original foundation, so that on that foundation plate course a first course of base modules is mounted, which being equally hollow have a cylindrical foot pluggable into one of the cylindrical housings of the foundation plate, so that those foundation modules that will constitute the first course have a variable inclined plane on their front face according to the slope necessary to constitute the exposed face of the retaining wall that can vary in shapes and colors according to the designer, while on the back they incorporate a wall ja of horizontal projections whose function will be exposed later.
  • a second course of other modules is placed, with the same characteristics as the previous ones but instead of having a cylindrical foot for overlapping in one of the cylindrical bodies of the foundation plate, it presents a cylindrical foot of greater length and smaller section for coupling over the hollow and oval body established in the foundation plate and in the triangular structure located on the original foundation, so that that cylindrical body of smaller and elongated section passes behind of the foundation module of the first course.
  • the modules that form the wall thus constituted can have their flat lateral faces, when the retaining wall is straight, but said faces can have an angular or other configuration to be able to make curves in the path of the wall, which can be concave or convex.
  • the construction system based on which the wall is obtained allows the disassembly of the different modules, without using support pads between modules, to release them in their disassembly.
  • Figure 1 shows a representation according to a perspective of the way of assembly of the modules that participate in the wall of the invention, seeing the so-called foundation and first course modules, and the type module exploding.
  • Figure 2. Shows a sectioned representation of a type module, showing its hollow configuration.
  • Figure 3. Shows a side and rear view, in elevation, of the assembly of a wall object of the invention, with a support pad to release the modules themselves in their disassembly.
  • Figure 4.- Shows a perspective view of the foundation plate that participates in the retaining wall object of the invention.
  • Figure 5. Shows a side elevation view and a plan view of the foundation module that participates in the retaining wall object of the invention.
  • Figure 6. Shows a side elevation and plan view of the module that forms the first course in the foundation of the retaining wall object of the invention.
  • Figure 7 shows a plan view, another front elevation view and another rear elevation view of the type module that participates in the retaining wall object of the invention.
  • Figure 8.- Shows an elevational view corresponding to the explosion of the assembly method of the foundation module of the first course on the corresponding foundation plate.
  • Figure 9. It shows, finally, a view like that of the figure above, with the foundation module of the second course, in position to be mounted.
  • the containment module object of the invention is obtained by assembling or assembling tongue and groove together a series of modules and elements that will be exposed throughout the present description, all from of a foundation (1) on the ground, in which in the first place there is a base constituted by integrating with each other foundation plates (2), defining a triangular structure in which two of its vertices are determined by cylindrical bodies (3), hollows, and the other vertex formed by a body (4) also hollow, of smaller amplitude or section and oval contour, so that said foundation plates (2) are arranged on the foundation itself (1) made for this purpose, so that both the foundation plate (2) and the rest of the modules that participate in the wall, are made of plastic, hollow, capable of being mounted to receive concrete and even a reinforcement. ra metal to give stability and resistance to the whole.
  • a series of foundation modules (5) are mounted that will constitute a first course, also formed by hollow bodies, with a lower and cylindrical extension or projection (6 ) intended to be housed in one of the cylindrical parts or bodies (3) of the foundation plate (2), allowing the module (5) to rotate so that it can be conveniently positioned.
  • a second course based on modules (5 ') of the same characteristics to the modules (5) is carried out, but instead of the cylindrical projections (6), have projections (6 ') of notable greater length and shorter section, intended to be arranged, behind the modules (5) and coupled, by their lower end, to the oval bodies (4) of the foundation plate ( 2), as shown in the exploded view of Figure 9.
  • the base modules (5) in addition to the cylindrical projection (6) below and its corresponding inclined plane (13) on its front face, it includes a pair of projections or rear projections (12), characteristics that are repeated in the module (5 '), with its front and inclined face (13'), its projections or rear projections (12 ') and its elongated and oval projection (6').
  • the realization of the retaining wall is carried out by first laying the foundation plates (2) on the foundation (1) and on these the modules (5) that are to form the first row, plugging the lower cylindrical projections (6) of these in the cylindrical bodies (3) of the plates (2), to then form the second row with the modules (5 '), plugging the oval and elongated projections (6') into the oval bodies (4) of the plates (2); with provision of these oval and elongated projections (6 ') of the modules (5'), after the modules (5), to finally arrange the type modules (7), whose projections or rear projections (8) are interlacedly arranged, as if it were a tongue and groove coupling, between the rear projections (12 and 12 ') of the modules (5 and 5'), all without the possibility of movement between modules, both horizontally and vertically.
  • support pads (14) are provided between the modules, as can be clearly seen in Figure 3, so that based on these pads (14), the disassembly of the different modules and therefore of the retaining wall, in case of necessity or for any other circumstance it is necessary to carry out the disassembly.

Abstract

La présente invention concerne un mur formé par des pièces en plastique creuses qui s'accouplent entre elles selon un assemblage par rainure et languette afin d'empêcher leur déplacement à la fois dans le plan horizontal et dans le plan vertical et qui peuvent recevoir du béton et des armatures métalliques pour leur conférer la résistance mécanique nécessaire. Les pièces en plastique correspondent à des plaques triangulaires (2) dotées de parties cylindriques et creuses (3) et d'une partie ovale de plus petite largeur (4), placées sur la fondation correspondante (1) et destinées à recevoir de manière superposée des modules (5) dotés de saillies cylindriques (6) qui peuvent s'enficher dans les corps cylindriques (3) des plaques (2), de manière à placer sur ces modules (5) d'autres modules analogues (5') dotés de saillies inférieures (6') de diamètre inférieur et de forme ovale conçues pour s'accoupler dans les parties ovales (4) des plaques (2), assurant ainsi le montage supérieur de modules types (7) présentant une extension inférieure en forme de "T" inversé (9) qui, avec des saillies postérieures (12 et 12') des modules (5 et 5'), réalisent un assemblage par rainure et languette entre les différents modules.
PCT/ES2011/070071 2010-02-09 2011-02-03 Module de soutènement de terres WO2011098643A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP11741931A EP2549022A1 (fr) 2010-02-09 2011-02-03 Module de soutènement de terres

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES201030165A ES2363954B1 (es) 2010-02-09 2010-02-09 Módulo de contención de tierras.
ESP201030165 2010-02-09

Publications (1)

Publication Number Publication Date
WO2011098643A1 true WO2011098643A1 (fr) 2011-08-18

Family

ID=44351433

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2011/070071 WO2011098643A1 (fr) 2010-02-09 2011-02-03 Module de soutènement de terres

Country Status (3)

Country Link
EP (1) EP2549022A1 (fr)
ES (1) ES2363954B1 (fr)
WO (1) WO2011098643A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD785208S1 (en) 2016-02-11 2017-04-25 Pacific Prebenched Ltd. Block for a retaining wall
US9856622B2 (en) 2016-03-30 2018-01-02 Robert Gordon McIntosh Retaining wall system, method of supporting same, and kit for use in constructing same
CA183952S (en) 2018-10-05 2019-08-12 Rocky Mountain Stone Works Ltd Block for a retaining wall

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2184472A (en) * 1985-12-20 1987-06-24 Guy Lycett Evans Method of crib-log wall construction
US5537796A (en) * 1993-02-22 1996-07-23 Kliethermes, Jr.; John C. Retaining wall block and system
US20020069595A1 (en) * 2000-12-13 2002-06-13 Knudson Edward Alan Environment resistant retaining wall block and methods of use thereof
US20070036616A1 (en) * 2005-08-10 2007-02-15 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
EP2072688A1 (fr) * 2007-12-19 2009-06-24 Piao-Chin Li Structure de réseau d'espace à assemblage à tenon

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2184472A (en) * 1985-12-20 1987-06-24 Guy Lycett Evans Method of crib-log wall construction
US5537796A (en) * 1993-02-22 1996-07-23 Kliethermes, Jr.; John C. Retaining wall block and system
US20020069595A1 (en) * 2000-12-13 2002-06-13 Knudson Edward Alan Environment resistant retaining wall block and methods of use thereof
US20070036616A1 (en) * 2005-08-10 2007-02-15 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
EP2072688A1 (fr) * 2007-12-19 2009-06-24 Piao-Chin Li Structure de réseau d'espace à assemblage à tenon

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Derwent World Patents Index; AN 1987-172199 *
DATABASE WPI Derwent World Patents Index; AN 1996-353344 *
DATABASE WPI Derwent World Patents Index; AN 2002-607172 *

Also Published As

Publication number Publication date
EP2549022A1 (fr) 2013-01-23
ES2363954B1 (es) 2012-06-26
ES2363954A1 (es) 2011-08-22

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