WO2010063939A1 - Ouvrage en sol renforce et elements de parement pour sa construction. - Google Patents
Ouvrage en sol renforce et elements de parement pour sa construction. Download PDFInfo
- Publication number
- WO2010063939A1 WO2010063939A1 PCT/FR2009/052353 FR2009052353W WO2010063939A1 WO 2010063939 A1 WO2010063939 A1 WO 2010063939A1 FR 2009052353 W FR2009052353 W FR 2009052353W WO 2010063939 A1 WO2010063939 A1 WO 2010063939A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- emergence
- facing
- path
- strip
- planes
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 31
- 239000000463 material Substances 0.000 claims description 27
- 238000004873 anchoring Methods 0.000 claims description 21
- 239000002689 soil Substances 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 5
- 238000005253 cladding Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 14
- 238000010276 construction Methods 0.000 description 6
- 239000000835 fiber Substances 0.000 description 5
- 229920000728 polyester Polymers 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
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
- E02D29/0225—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
-
- 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
-
- 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
Definitions
- the present invention relates to the construction of structures in reinforced soil or reinforced earth. This construction technique is commonly used to make structures such as retaining walls, bridge abutments, etc.
- a reinforced soil structure combines compacted backfill, siding and reinforcement usually connected to the facing. Reinforcements are placed in the soil with a density depending on the constraints that can be exerted on the structure, the thrust forces of the ground being taken up by the friction soil-reinforcements.
- the invention is more particularly concerned with the case where the reinforcements are in the form of strips of synthetic material, for example based on polyester fibers.
- the facing is most often made from prefabricated concrete elements in the form of slabs or blocks, juxtaposed to cover the front face of the structure. There can be horizontal recesses on this front face between different levels of the facing, when the structure has one or more terraces.
- Reinforcements placed in the embankment are usually joined to the facing by means of mechanical connection members that can take various forms. Once the work is completed, reinforcements distributed in the embankment transmit high loads, up to several tons. Their connection to the facing must be robust to maintain the cohesion of the whole.
- the facing elements are shaped to have at least one passageway for receiving a reinforcing strip.
- Document EP 1 662 050 describes a structure in reinforced soil, comprising a backfill, reinforcing strips extending in a reinforced area of the embankment located at the rear of a front face of the structure, and a facing placed on the along said front face, the reinforcing strips being anchored to the facing in respective anchoring regions.
- the cladding incorporates a path formed for a reinforcement strip between two emergence points located on a rear face of the facing adjacent to the embankment.
- This path comprises two rectilinear portions respectively adjacent to the two emergence points and each arranged to position the strip in the same emergence plane perpendicular to said rear face, two curved portions respectively extending the two rectilinear portions and arranged to deflect the strip off. the emergence plane, and a connecting portion interconnecting the two curved portions and having at least one loop located outside the emergence plane. It also describes a facing element adapted to such a work.
- such a structure is generally constructed by arranging at least one facing adapted along a front face of the structure delimiting a volume to be backfilled and by performing the following successive steps:
- a trench is hollowed in an area of the laying surface, corresponding for example to an area where it is expected to have the end of the reinforcing strips;
- a reinforcing strip is provided which follows said path in the facing member so that the two portions of strips emerging therefrom rest on the strip surface and in at least a part of the trench; the strip is tensioned by adding backfill material to the strip so as to at least fill the trench.
- the excavation step to dig a trench lengthens the duration of the construction and requires the use of labor.
- the object of the present invention is to propose a new method of anchoring reinforcement strips to a facing of a structure on reinforced soil which makes it possible to reduce the incidence of the above problems.
- the invention proposes a structure in reinforced soil, comprising a backfill, reinforcement strips extending in a reinforced area of the embankment located at the rear of a front face of the structure, and a facing placed along said front face, the reinforcing strips being anchored to the facing in respective anchoring regions, wherein the facing incorporates, in at least one anchoring region, a path formed for a reinforcement strip between two emergence points located on a rear face of the facing adjacent to the embankment, where the path comprises two adjacent portions respectively adjacent to the two emergence points and arranged to position the strip each in an emergence plane substantially perpendicular to said rear face, two curved portions respectively extending the two adjacent portions and disposed to deflect the strip out of the emergence planes, and a connecting portion connecting them curved portions characterized in that the two emergence planes are distinct, separated by a physical separator and substantially parallel to each other to form an upper and lower emergence plane and in that the connecting portion comprises at least one loop located outside of the emergence plans and out of the space between these
- the invention further provides a reinforced soil structure, comprising a backfill, reinforcement strips extending into a reinforced area of the embankment located at the rear of a front face of the structure, and a facing placed along of said front face, the reinforcing strips being anchored to the facing in respective anchoring regions, wherein the facing incorporates, in at least one anchoring region, a path formed for a web reinforcement between two emergence points located on a rear face of the face adjacent to the embankment, where the path comprises two adjacent portions respectively adjacent to the two emergence points and arranged to position the band each in an emergence plane substantially perpendicular to said rear face, two curved portions respectively extending the two adjacent portions and arranged to deflect the band out of the emergence planes, and a connecting portion interconnecting the two curved portions where the two emergence planes are distinct and substantially parallel between them to form an upper and lower emergence plane and wherein the connecting portion comprises at least one loop located outside the emergence planes and out of the space between these emergence planes.
- the embankment thus pushes the portion of the strip emerging from the upper plane towards that emerging from the lower plane, effectively ensuring a tensioning portions of the strip.
- a plane of emergence substantially perpendicular to a face, a plane whose angle relative to a plane perpendicular to the tangent plane of said face in the emergence zone is less than or equal to 25 °, for example less than or equal to 10 °, in particular equal to ⁇ °.
- the angle between these two emergence planes may be an angle measured relative to the plane perpendicular to the tangent plane of the face of the facing in the emergence zone in a direction perpendicular and / or parallel to said tangent plane.
- the term "physical separator” means a portion of material disposed in the anchoring region and adapted to separate the two emergence planes.
- the physical separator may be in continuity of material in the anchoring region of the facing. It may also consist of an insert in the siding anchoring region.
- the adjacent portions are rectilinear portions.
- the two planes of the structure in which the two emergence planes are substantially parallel are spaced apart in the anchoring region by a distance greater than or equal to 2 cm and less than or equal to 20 cm, for example greater than or equal to 5 cm and / or less than or equal to 15 cm.
- the adjacent portions open on the rear face of the facing in the form of slots, comprising the point of emergence and where two slots connected by the same path are offset so as not to meet the same vertical plane.
- the adjacent portions open on the rear face of the facing in the form of slots, comprising the point of emergence and where two slots connected by the same path meet the same vertical plane.
- the adjacent portions of said path are rectilinear and each extend in the emergence plane over at least half the thickness of the facing.
- the reinforcing strip typically has a width at most equal to half the thickness of the facing.
- the facing has, in the anchoring region, a protective sheath receiving the reinforcing strip along said path.
- This sleeve insulates the strip from the molded material to protect the reinforcement against premature damage.
- the reinforcement is provided by polyester fibers, it is known that these poorly admit basic environments such as those found in concrete.
- the aforementioned sleeve then completes the protection provided by the plastic sheath which coats the polyester fibers of the strip.
- a facing element for a reinforced soil structure comprising a body of molded material inside which a path is formed for a reinforcing strip between two emergence points situated on one face rear of the body, wherein the path has two adjacent portions respectively adjacent to the two emergence points and arranged to position the band each in an emergence plane perpendicular to said rear face, two curved portions respectively extending the two adjacent portions and arranged for deflecting the strip out of the emergence planes, and a connecting portion interconnecting the two curved portions where the two emergence planes are distinct, separated by a physical separator and substantially parallel to each other and where the connecting portion comprises the least a loop located outside the emergence plans and out of the space between these emerging plans in this.
- the invention also relates to a facing element for a reinforced soil structure comprising a body of molded material inside which a path is formed for a reinforcing strip between two emergence points located on a rear face of the body , wherein the path comprises two adjacent portions respectively adjacent to the two emergence points and arranged to position the strip each in an emergence plane perpendicular to said rear face, two curved portions respectively extending the two adjacent portions and arranged to deflect the strip out of emergence plans, and a connecting portion linking together the two curved portions where the two emergence planes are distinct and substantially parallel to each other and where the connecting portion comprises at least one loop located outside the emergence planes and out of the space between these emergence planes.
- the adjacent portions open on the rear face of the facing in the form of slots, comprising the emergence point and two slots connected by the same path are offset so as not to meet the same vertical plane when said element. facing is arranged in a position similar to that which it would occupy in an erected structure.
- a similar position is meant a position where the facing element would have the same inclinations with respect to the vertical and horizontal planes as if it were arranged in the erected structure, in particular assembled with other facing elements.
- the band may be set up along the path as soon as the body material is molded, with or without the aforementioned protective sheath.
- the two curved portions of the path direct the band towards the same side of the emergence planes. It is considered that the curved portions of the path direct the band towards the upper side, respectively the lower side, if these portions each is oriented above, respectively below, each of the emergence planes.
- a first possibility is that the path is formed so that the band is received in the two adjacent portions with the same face of the band oriented towards this side of the emergence planes. The path is then formed so that said face of the strip is placed either on the outer side or on the inner side of the loop located outside the emergence planes.
- a second possibility is that the path is formed so that the band is received in one of the two adjacent portions with one face of the band facing said side of the emergence planes and in the other of the two rectilinear portions with said face of the strip facing away from said side of the emergence planes.
- the two curved portions of the path respectively direct the strip towards two opposite sides, one above and one below the emergence planes
- the connecting portion of the path has two loops extending respectively the two curved portions of the path and a portion passing through the emergence planes and interconnecting the two loops.
- the present invention also relates to a method of constructing a structure in reinforced soil according to the invention, in which at least one facing element according to the invention is disposed along a front face of the structure delimiting a volume to be backfilled, comprising the following successive steps:
- a reinforcing strip is provided which follows said path in the facing element so that two portions of reinforcing strip emerge from the rear face of the facing element and rest on the laying surface; - Tensioning of the strip is carried out by adding backfill material to the strip.
- FIG. 1 is a schematic side sectional view of a reinforced soil structure according to the invention being constructed
- FIG. 4 is a sectional view of a facing element according to the invention.
- FIGS. 5 to 9 are perspective views of paths that reinforcement strips may follow in facing elements according to the invention.
- Figure 1 illustrates the application of the invention to the construction of a retaining wall reinforced soil.
- a compacted embankment 1, in which reinforcements 2 are distributed, is delimited on the front side of the structure by a facing 3 constituted by juxtaposing prefabricated elements 4 in the form of panels, and on the rear side by the ground 5 against which is erected the retaining wall.
- Reinforcements 2 consist of synthetic reinforcements in the form of flexible strips extending in horizontal planes behind the facing 3. It may in particular be reinforcing strips based on polyethylene fibers wrapped in polyethylene.
- the reinforcing strips 2 are attached to the prefabricated elements 4 assembled to form the facing 3.
- These elements 4 are typically made of reinforced concrete. In the example shown, they are in the form of panels. They could also have other forms, including block.
- one or more reinforcement strips 2 are installed in the mold along a path described later in order to to perform the band-element anchoring. After taking the concrete, each band has two sections that leave the element to be installed in the embankment.
- the mounting and positioning of the facing elements can be facilitated by connecting members placed between them.
- the strips 2 are positioned on the facing elements 4 so that some of them are placed at the same horizontal level during the assembly of the facing; b) providing backfill material and progressively compacting it to the next planned level for placing reinforcement strips 2; c) spread the reinforcement strips 2 on the embankment at this level; d) provide backfill material over the reinforcement strips 2 that have just been installed.
- This backfill material is compacted as and when it is added; e) repeat steps b) to d) if multiple levels of bands are provided per row of facing elements 4; f) Repeat steps a) to e) until reaching the upper level of the embankment.
- the reinforcing strip portions 2 emerging at PPE points in the same plane, PP are available. on a compacted backfill surface 8 where a trench 9 has been dug as illustrated in Figure 2a.
- the backfill is then placed along the arrow F1 and the reinforcing strip portions are tensioned when they come to conform to the trench shape under the effect of filling by the backfill material, as shown in FIG. 2b.
- the offset between the emergence planes of the same path allows the reinforcing strip portion emerging from the upper emergence plane P2 to approach the plane of the plane.
- Figure 4 shows a facing element 4 used in some embodiments of the invention.
- this element 4 is made of molded concrete.
- a reinforcing strip 2 is placed in the mold when casting the concrete and maintained until the setting of the concrete. Its guidance can be achieved using the reinforcing bars of the concrete (not shown), possibly supplemented by rods or deflection members attached to these bars, so that the band follows the desired path in the anchoring zone. This path is defined inside the element 4 between the two emergence points PE1, PE2 of the two sections of the strip on the rear face 7 of the element (face adjacent to the backfill).
- the physical separator 41 in continuity of material, allows the shift between the two emergence planes.
- FIG. 5 The path corresponding to the element of FIG. 4 is illustrated in FIG. 5. It has two adjacent portions, here rectilinear 21 and 22 extending perpendicular to the rear face 7 of the element from the emergence points PE1. and PE2. In each adjacent portion 21, 22, the band remains in each of separate emergence planes P1, P2. Portions rectilinear 21, 22 extend over at least half the thickness of the body of the element 4, measured perpendicularly to its rear face 7. This avoids improper solicitation of the concrete in the vicinity of the rear face 7.
- Each rectilinear portion 21, 22 of the path of the strip is extended by a respective curved portion 23, 24 where the strip is deflected out of each of the emergence planes P1, P2.
- the strip 2 extends along the front face of the element, slightly set back from this front face so as not to be visible on the surface of the structure .
- the adjacent portions may not be rectilinear, but for example slightly curved and allow to join the emergence points to curved portions 23, 24 as shown.
- the two curved portions 23, 24 are interconnected by a connecting portion which has a loop 25 located outside the emergence planes P1, P2.
- the strip is directed towards the same side P12, P22 of the emergence planes P1, P2 in the two curved portions 23, 24 of its path within the facing element 4.
- This path is formed so that (i) in the two rectilinear portions 21, 22, the strip has the same face oriented towards the sides P12, P22 of the emergence planes, and (ii) this face of the strip is placed on the outer side of the loop 25. Accordingly, in the middle of the loop 25, the band is placed substantially perpendicular to the rear face 7 of the element.
- the loop 25 ' is oriented in the opposite direction, that is to say that the face of the strip oriented towards the sides P12, P22 of the emergence plane is placed on the inner side of the loop 25 '.
- the band comprises a loop
- FIG. 8 shows an example in which the connecting portion interconnecting the two curved portions 31, 32 comprises two loops 30 on either side of the planes P1, P2.
- the two curved portions 31, 32 of the path respectively direct the band towards the two opposite sides P1 1, P21 and P12, P22 of the emergence planes P1, P2.
- the connecting portion has a portion 33 which passes through the planes P1, P2 and interconnects the two loops 30.
- the emergence points PE1, PE2 are offset from each other, and when a strip is installed in a structure, the two slots situated on the rear face of the facing and from which emerges the band are shifted so as not to meet the same vertical plane.
- the emergence points PE1, PE2 are not offset from each other, and when a strip is installed in a structure, the slots situated on the rear face of the facing and from which they emerge the band meet the same vertical plane.
- This figure illustrates such an embodiment where the path is of the type illustrated in FIG. 5 and where the two rectilinear portions 21 and 22 are located one behind the other.
- the width of the strip 2 is less than or equal to at least half the thickness of the facing element 4. This thickness is typically between 14 and 16 cm. It will then be possible to use strips approximately 45 mm wide.
- the reinforcing strip has components (eg polyester fibers) sensitive to basic environments, it may be advantageous to place between this strip and the concrete facing a plastic protective sheath.
- This sleeve prevents the alkalinity of concrete from spreading to the sensitive component.
- the flexible sheath receives the band before being put in place with it in the mold. He is thus surrounded by the molded concrete and receives the reinforcing tape along its path to isolate it from the concrete.
- the slots corresponding to the emergence points PE1, PE2 for the same strip are situated in distinct vertical planes, so that a space, for example between 2 and 5 cm , separates the vertical planes PV1 and PV2 separating the emergence points closest to the same band.
- the physical separator 41 in continuity of material, allows the shift between the two emergence planes.
- the two slots corresponding to the emergence points PE1, PE2 are situated between two same vertical planes and meet the same vertical plane PV3.
- the physical separator 42 in continuity of material, allows the shift between the two emergence planes.
- FIGS. 10 and 11 require an operation of threading the strips along their paths. But it provides the advantage of providing the ability to choose the strip length regardless of the manufacture of the facing element.
- the proposed method of connection between the facing of a reinforced soil structure and at least some of its reinforcement strips is compatible with a large number of structural configurations, strip lengths, setting up bands, etc.
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Road Paving Structures (AREA)
- Retaining Walls (AREA)
Abstract
Description
Claims
Priority Applications (14)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009801549761A CN102282316A (zh) | 2008-12-02 | 2009-12-01 | 稳定土结构,以及用于建造稳定土结构的饰面元件 |
ES09801731T ES2393699T3 (es) | 2008-12-02 | 2009-12-01 | Obra en suelo reforzado y elementos de paramento para su construcción |
EP09801731A EP2352884B1 (fr) | 2008-12-02 | 2009-12-01 | Ouvrage en sol renforce et elements de parement pour sa construction |
CA2744964A CA2744964C (fr) | 2008-12-02 | 2009-12-01 | Ouvrage en sol renforce et elements de parement pour sa construction |
AU2009323978A AU2009323978B2 (en) | 2008-12-02 | 2009-12-01 | Reinforced ground structure, and siding elements for constructing same |
PL09801731T PL2352884T3 (pl) | 2008-12-02 | 2009-12-01 | Budowla ziemna wzmocniona i elementy okładzinowe do jej budowy |
JP2011539074A JP2012510579A (ja) | 2008-12-02 | 2009-12-01 | 安定化土壌構造体、及びそれを建設するための表面部材 |
BRPI0922359A BRPI0922359A2 (pt) | 2008-12-02 | 2009-12-01 | estrutura de solo reforçada e elementos de revestimento para a sua construção |
RU2011127185/03A RU2511160C2 (ru) | 2008-12-02 | 2009-12-01 | Сооружение из упрочненного грунта и элементы наружной обшивки для его конструкции |
MX2011005704A MX2011005704A (es) | 2008-12-02 | 2009-12-01 | Estructura reforzada en suelo y elementos de paramento para su construcción. |
US13/132,314 US8579549B2 (en) | 2008-12-02 | 2009-12-01 | Reinforced ground structure, and siding elements for constructing same |
MA33901A MA32840B1 (fr) | 2008-12-02 | 2011-05-31 | Ouvrage en sol renforce et elements de parement pour sa construction. |
ZA2011/04022A ZA201104022B (en) | 2008-12-02 | 2011-05-31 | Stabilized soil structure,and facing elements for constructing same |
IL213257A IL213257A (en) | 2008-12-02 | 2011-05-31 | Reinforced land structure and cladding components for its construction |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0858196 | 2008-12-02 | ||
FR0858196A FR2939157B1 (fr) | 2008-12-02 | 2008-12-02 | Ouvrage en sol renforce et elements de parement pour sa construction |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2010063939A1 true WO2010063939A1 (fr) | 2010-06-10 |
Family
ID=40688847
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FR2009/052353 WO2010063939A1 (fr) | 2008-12-02 | 2009-12-01 | Ouvrage en sol renforce et elements de parement pour sa construction. |
Country Status (18)
Country | Link |
---|---|
US (1) | US8579549B2 (fr) |
EP (1) | EP2352884B1 (fr) |
JP (1) | JP2012510579A (fr) |
KR (1) | KR20110121603A (fr) |
CN (1) | CN102282316A (fr) |
AU (1) | AU2009323978B2 (fr) |
BR (1) | BRPI0922359A2 (fr) |
CA (1) | CA2744964C (fr) |
ES (1) | ES2393699T3 (fr) |
FR (1) | FR2939157B1 (fr) |
IL (1) | IL213257A (fr) |
MA (1) | MA32840B1 (fr) |
MX (1) | MX2011005704A (fr) |
MY (1) | MY154165A (fr) |
PL (1) | PL2352884T3 (fr) |
RU (1) | RU2511160C2 (fr) |
WO (1) | WO2010063939A1 (fr) |
ZA (1) | ZA201104022B (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011117476A1 (fr) | 2010-03-25 | 2011-09-29 | Terre Armee Internationale | Ouvrage en sol renforce |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
PL2434059T3 (pl) * | 2010-09-24 | 2016-06-30 | Terre Armee Int | Konstrukcja z gruntu zbrojonego |
US9422686B2 (en) | 2010-11-26 | 2016-08-23 | Terre Aremee Internationale | Facing element with integrated compressibility and method of using same |
BE1019859A3 (nl) * | 2011-03-07 | 2013-01-08 | Texion Nv | Constructie-element. |
FR2973401B1 (fr) * | 2011-03-30 | 2014-05-16 | Terre Armee Int | Ouvrages en sol renforce |
RU2579829C1 (ru) * | 2015-03-18 | 2016-04-10 | Артем Алексеевич Давидюк | Анкерное устройство |
USD787089S1 (en) * | 2015-09-10 | 2017-05-16 | Hanforce, Co., Ltd. | Reinforcing strip for retaining wall |
USD785819S1 (en) * | 2015-10-23 | 2017-05-02 | Hanforce, Co., Ltd. | Reinforcing strip for retaining wall |
AU2016238840B2 (en) * | 2016-10-04 | 2018-11-08 | Mark Robert Edmund Curtis | Bulwark Structure and Method |
KR102034144B1 (ko) | 2019-07-30 | 2019-11-08 | 주식회사 한포스 | 보강토 옹벽 축조용 패널 |
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WO1998006907A1 (fr) * | 1996-08-09 | 1998-02-19 | Derrick Ian Peter Price | Renforcement du sol |
US6416260B1 (en) * | 2000-05-18 | 2002-07-09 | Permawall Systems, Inc. | Self-connecting, reinforced retaining wall and masonry units therefor |
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EP1662050A1 (fr) | 2004-11-25 | 2006-05-31 | Freyssinet | Ouvrage en sol renforcé et éléments de parement pour sa construction |
WO2007012864A1 (fr) * | 2005-07-27 | 2007-02-01 | Linear Composites Limited | Terre armée |
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DE2753243A1 (de) * | 1977-11-29 | 1979-06-07 | Bayer Ag | Bewehrung von armierten erdbauwerken |
AU526267B2 (en) * | 1978-07-13 | 1982-12-23 | Freyssinet International (Stup) | Reinforced earth structures |
EP0130949A3 (fr) | 1983-06-28 | 1985-11-27 | Luciano Sangiorgio | Panneaux en béton et moyens relatifs à leur ancrage dans la terre pour former un mur de parement à tracé, en plan variable, et pour permettre le placement des panneaux dans le plan du mur de parement et mur de parement ainsi obtenu |
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RU24692U1 (ru) * | 2002-05-07 | 2002-08-20 | Закрытое акционерное общество "ГЕОТЕРРА" | Облицовочный блок и подпорная стенка из облицовочных блоков |
RU2006137277A (ru) * | 2004-04-01 | 2008-05-10 | Модалко Пти Лтд (Au) | Стеновая подпорная система с армированием грунта и способ ее строительства |
KR100660356B1 (ko) * | 2004-10-19 | 2006-12-21 | 이정수 | 조립식 보강토 옹벽 지지용 띠형 섬유보강재의 시공방법및 이 시공방법에 사용되는 띠형 섬유보강재 |
US7850400B2 (en) * | 2004-11-25 | 2010-12-14 | Freyssinet International (Stup) | Stabilized soil structure and facing elements for its construction |
FR2913436B1 (fr) * | 2007-03-05 | 2009-05-29 | Terre Armee Internationale Soc | Ouvrage en sol renforce et elements de renfort pour sa construction |
-
2008
- 2008-12-02 FR FR0858196A patent/FR2939157B1/fr not_active Expired - Fee Related
-
2009
- 2009-12-01 WO PCT/FR2009/052353 patent/WO2010063939A1/fr active Application Filing
- 2009-12-01 MX MX2011005704A patent/MX2011005704A/es active IP Right Grant
- 2009-12-01 PL PL09801731T patent/PL2352884T3/pl unknown
- 2009-12-01 EP EP09801731A patent/EP2352884B1/fr not_active Not-in-force
- 2009-12-01 JP JP2011539074A patent/JP2012510579A/ja active Pending
- 2009-12-01 MY MYPI2011002495A patent/MY154165A/en unknown
- 2009-12-01 RU RU2011127185/03A patent/RU2511160C2/ru not_active IP Right Cessation
- 2009-12-01 BR BRPI0922359A patent/BRPI0922359A2/pt active Search and Examination
- 2009-12-01 AU AU2009323978A patent/AU2009323978B2/en not_active Ceased
- 2009-12-01 US US13/132,314 patent/US8579549B2/en active Active
- 2009-12-01 ES ES09801731T patent/ES2393699T3/es active Active
- 2009-12-01 CN CN2009801549761A patent/CN102282316A/zh active Pending
- 2009-12-01 KR KR1020117014802A patent/KR20110121603A/ko not_active Application Discontinuation
- 2009-12-01 CA CA2744964A patent/CA2744964C/fr not_active Expired - Fee Related
-
2011
- 2011-05-31 ZA ZA2011/04022A patent/ZA201104022B/en unknown
- 2011-05-31 MA MA33901A patent/MA32840B1/fr unknown
- 2011-05-31 IL IL213257A patent/IL213257A/en not_active IP Right Cessation
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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WO1998006907A1 (fr) * | 1996-08-09 | 1998-02-19 | Derrick Ian Peter Price | Renforcement du sol |
US6416260B1 (en) * | 2000-05-18 | 2002-07-09 | Permawall Systems, Inc. | Self-connecting, reinforced retaining wall and masonry units therefor |
FR2868447A1 (fr) * | 2004-04-05 | 2005-10-07 | Richard Patrick Cariou | Dispositif d'accrochage isolant pour des elements synthetiques souples de mur de soutenement a remblai renforce |
EP1662050A1 (fr) | 2004-11-25 | 2006-05-31 | Freyssinet | Ouvrage en sol renforcé et éléments de parement pour sa construction |
WO2007012864A1 (fr) * | 2005-07-27 | 2007-02-01 | Linear Composites Limited | Terre armée |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011117476A1 (fr) | 2010-03-25 | 2011-09-29 | Terre Armee Internationale | Ouvrage en sol renforce |
US9273443B2 (en) | 2010-03-25 | 2016-03-01 | Terre Armee Internationale | Building with reinforced ground |
Also Published As
Publication number | Publication date |
---|---|
ZA201104022B (en) | 2012-08-29 |
ES2393699T3 (es) | 2012-12-27 |
IL213257A (en) | 2013-11-28 |
MX2011005704A (es) | 2011-10-12 |
RU2511160C2 (ru) | 2014-04-10 |
CA2744964C (fr) | 2017-01-10 |
AU2009323978B2 (en) | 2016-06-30 |
MY154165A (en) | 2015-05-15 |
EP2352884B1 (fr) | 2012-09-19 |
RU2011127185A (ru) | 2013-01-10 |
US20110236141A1 (en) | 2011-09-29 |
FR2939157A1 (fr) | 2010-06-04 |
IL213257A0 (en) | 2011-07-31 |
US8579549B2 (en) | 2013-11-12 |
BRPI0922359A2 (pt) | 2016-01-12 |
JP2012510579A (ja) | 2012-05-10 |
MA32840B1 (fr) | 2011-11-01 |
EP2352884A1 (fr) | 2011-08-10 |
CA2744964A1 (fr) | 2010-06-10 |
KR20110121603A (ko) | 2011-11-07 |
FR2939157B1 (fr) | 2013-02-15 |
PL2352884T3 (pl) | 2013-03-29 |
CN102282316A (zh) | 2011-12-14 |
AU2009323978A1 (en) | 2011-06-23 |
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