US20010014255A1 - System for attaching a reinforcing band to a wall of a supporting structure and a device for placing the said system - Google Patents

System for attaching a reinforcing band to a wall of a supporting structure and a device for placing the said system Download PDF

Info

Publication number
US20010014255A1
US20010014255A1 US09/756,091 US75609101A US2001014255A1 US 20010014255 A1 US20010014255 A1 US 20010014255A1 US 75609101 A US75609101 A US 75609101A US 2001014255 A1 US2001014255 A1 US 2001014255A1
Authority
US
United States
Prior art keywords
staples
loop
wall
template
band
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.)
Granted
Application number
US09/756,091
Other versions
US6447212B2 (en
Inventor
Pierre Orsat
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.)
Terre Armee Internationale
Original Assignee
Individual
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 Individual filed Critical Individual
Assigned to FREYSSINET INTERNATIONAL (STUP) reassignment FREYSSINET INTERNATIONAL (STUP) ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ORSAT, PIERRE
Publication of US20010014255A1 publication Critical patent/US20010014255A1/en
Application granted granted Critical
Publication of US6447212B2 publication Critical patent/US6447212B2/en
Assigned to TERRE ARMEE INTERNATIONALE reassignment TERRE ARMEE INTERNATIONALE ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: FREYSSINET INTERNATIONAL (STUP)
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

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

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Tents Or Canopies (AREA)
  • Automotive Seat Belt Assembly (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Building Environments (AREA)

Abstract

The system for attaching a reinforcing band to a wall (2) of a reinforced supporting structure comprises a winding support (10) for the reinforcing band and two staples (11 a, 11 b) for fixing the winding support (10) to the wall (2), which are formed from a loop of non-corrodible material. The placement device comprises a template for shaping the loop and forming the two staples (11 a, 11 b), two pairs of collars, mounted on the template and intended for laterally holding the two staples (11 a, 11 b) respectively along the template, and two spacers, each extending between the collars of one pair to ensure a parallel arrangement between the two branches of each staple (11 a, 11 b).

Description

  • The invention relates to a system for attaching a reinforcing band to a wall of a reinforced supporting structure. Such supporting structures are provided in the case of embankments, or even cuttings, in the area of the construction of roads, quays, motorways, buildings and other constructions of building and public works sector. [0001]
  • The reinforced supporting structures of embankments, or cuttings, comprise a facing wall, generally of concrete, and, between the body located at the rear and the facing wall, a specific fill of granular material reinforced by linear reinforcing bands extending in a plurality of superimposed horizontal planes. The reinforcing bands are fixed to the facing wall by means of an attachment system. [0002]
  • An attachment system is known comprising a pin on which the reinforcing band is wound, mounted in two attachment loops or staples of plasticised or galvanised steel. The two staples are sealed in the facing wall and coupled by a metal connecting rod embedded in the wall, ensuring good anchoring of the staples in the wall. [0003]
  • However, the attachment systems of this type are exposed to a risk of corrosion, in particular of the rod for coupling the two staples. [0004]
  • The present invention aims to overcome this disadvantage. [0005]
  • To this end the invention relates to a system for attaching a reinforcing band to a wall of a reinforced supporting structure, comprising a winding support for the reinforcing band and two staples for fixing the winding support to the wall, characterised in that the two staples are formed from a loop of non-corrodible material. [0006]
  • Thus the two staples both extend each other in a continuous manner. The loop of non-corrodible material, partially embedded in the wall, guarantees good anchoring of the staples without any risk of corrosion. [0007]
  • The loop is advantageously of plastic material. [0008]
  • The loop can comprise a core of polyester fibres, which ensures the mechanical strength of the band. [0009]
  • The loop preferably comprises a polyethylene sheath. [0010]
  • The wall of the supporting structure in which the loop of the attachment system is partially embedded is generally of concrete. However, concrete is an alkali medium which may damage the polyester fibres. The polyethylene sheath makes it possible to protect the polyester fibre core. [0011]
  • It is also advantageous that the loop is formed from a band wound on itself. [0012]
  • The staples preferably include the two ends of the band. [0013]
  • In this way it is possible to avoid the risks of the polyester fibre core of the loop deteriorating at the two ends of the band. [0014]
  • The invention also relates to a device for placing the afore-mentioned attachment system on a wall of a reinforced supporting structure, comprising a template for shaping the loop and forming the two staples. [0015]
  • Means are advantageously provided for positioning the two staples along the template. [0016]
  • Means are also advantageously provided to ensure that the two branches of each staple are parallel. [0017]
  • As an intermediate product, the invention also relates to an assembly of two fixing staples for the above-described attachment system, characterised in that the two staples are formed from a loop of non corrodible material. [0018]
  • The invention will be better understood with the aid of the following description of a particular embodiment of the attachment system and of its placement device in accordance with the invention, with reference to the attached drawing in which: [0019]
  • FIG. 1 shows a perspective view of a supporting structure; [0020]
  • FIG. 2 shows a perspective view of an attachment system in accordance with the invention, fixed to a wall; [0021]
  • FIG. 3 shows a perspective view of the attachment system of FIG. 2, leaving out the wall; [0022]
  • FIG. 4 shows a lateral view of the attachment system of FIG. 2; [0023]
  • FIG. 5 shows a perspective view of the placement device for the attachment system of FIG. 2 and [0024]
  • FIG. 6 shows a cross-sectional view of the placement device of FIG. 5, along the line VI-VI. [0025]
  • The attachment system of the invention is intended to attach a reinforcing band to a facing wall of a supporting structure such as that shown in FIG. 1. This structure, which supports a solid mass [0026] 1, comprises, between the facing wall 2 and the body 1, a specific fill 3 reinforced by reinforcing bands 4-6 which extend in a plurality of superimposed planes. The wall 2 is formed by the assembly of a plurality of panels. Each reinforcing band 4-6 passes to and fro in a zig-zag manner between a diverting bar 7-9, located close to the solid mass 1, and the facing wall 2 to which it is attached with the aid of the attachment system which will now be described.
  • In FIG. 2 the attachment system comprises a [0027] winding support 10 for a reinforcing band 4, or pin, and two staples 11 a, 11 b which fix the winding support 10 to the wall 2 and protrude out of the wall 2.
  • The [0028] staples 11 a, 11 b, which are perpendicular to the wall 2 and face each other, are spaced by a distance less than the length of the pin 10. Each staple 11 a (11 b) comprises two substantially parallel branches 13 a, 14 a (13 b, 14 b) connected by a curved part 15 a (15 b). The distance between the two branches 13 a, 14 a (13 b, 14 b) of a staple 11 a (11 b) is substantially equal to the diameter of the pin 10. The two staples 11 a, 11 b are formed from a basic loop 16. When placed flat, this loop 16 is of a generally oval shape and comprises two parallel portions connected to each other by two .U.-shaped connecting portions. In order to form the two staples 11 a, 11 b, the two connecting portions are raised, the loop 16 being thus generally, and naturally, in the form of a gondola. As it is possible to see in FIG. 4, the loop 16 is partially embedded in the wall 2 from which it protrudes by the two staples 11 a, 11 b. These thus both extend by two loop portions embedded in the wall 2. By reason of the fact that the two staples form part of a single piece and are thus not isolated from each other, the loop portions connecting the two staples and embedded in the concrete ensure that the attachment system is fixed on the required part of the wall of the supporting structure. Thus the loop portions embedded in the concrete ensure excellent anchoring of the staples 11 a, 11 b in the wall 2.
  • The [0029] loop 16 is formed from a band partially wound on itself and of which the two ends 17, 18 are welded to the band. The band is of a non-corrodible plastic material. It comprises a core of polyester fibres with great mechanical strength, in particular with respect to traction, surrounded by a protective polyethylene sheath. The sheath is intended to protect the core of polyester fibres from the alkalinity of the concrete of the wall 2 and from being damaged by the aggressiveness of the fill used.
  • The two [0030] staples 11 a, 11 b include respectively the two ends 17, 18 of the band, which are thus located outside the wall 2. In this way the core of the band is at no risk of being damaged at the ends 17, 18 by the alkalinity of the concrete.
  • The [0031] winding support 10, also called the pin, is a cylindrical bar. It is fixed to the wall 2 by passing through the two staples 11 a, 11 b. A bracing band 4 is intended to be wound around the pin 10 by a half turn as shown in FIG. 2.
  • The [0032] device 20 for placement of the attachment system will now be described with reference to FIGS. 5 and 6.
  • This [0033] device 20 comprises a cylindrical bar 21, substantially of the same shape as the pin 10, forming a template for shaping the loop 16 and forming the two staples 11 a, 11 b.
  • Two pairs of collars, or annular flanges, [0034] 22 a, 23 a, 22 b, 23 b intended to position the staples 11 a, 11 b along the template 21 are mounted on the template 21 and fixedly attached thereto. Each staple 11 a (11 b) is intended to be held laterally along the template 21 between the two flanges 22 a, 23 a (22 b, 23 b) of a pair of flanges, the spacing between the two pairs of flanges 22 a, 23 a, 22 b, 23 b thus defining the spacing between the two staples 11 a, 11 b.
  • The [0035] placement device 20 also comprises two spacers 24 a, 24 b fixedly attached to the template 21, and two clips 25 a intended to place the staples 11 a, 11 b against the spacers 24 a, 24 b in order to ensure a parallel arrangement between the branches 13 a, 14 a, 13 b, 14 b of the staples 11 a, 11 b over a distance at least equal to the diameter of the pin 10.
  • The [0036] spacers 24 a, 24 b are fixedly attached to the template 21. Each spacer 24 a (24 b) extends between the two flanges 22 a, 23 a (22 b, 23 b) of one pair of flanges below the template 21 as shown in FIG. 5. The two spacers 24 a, 24 b being identical only one will now be described. The spacer 24 a is generally in the form of a parallelepiped rectangle comprising two lateral bearing surfaces 27 a, 28 a which are parallel to the longitudinal axis of the template 21, and an upper surface providing a recess 28 a for receiving the template 21. The distance between the two bearing surfaces 26 a, 27 a is substantially equal to the distance between the two branches 13 a, 14 a of the staple 11 a.
  • Each [0037] clip 25 a comprises two elastically deformable bearing arms 29 a, 30 a extending from one other and provided with two free bearing ends curved towards the outside. By means of their curved free ends, the two bearing arms 29 a, 30 a are intended to place the two branches 13 a, 14 a of the staple 11 a against the two bearing surfaces 26 a, 27 a of the spacer 24 a to ensure a parallel arrangement between the two branches 13 a, 14 a of the staple 11 a and to keep the loop 16 in shape when the attachment system is being placed.
  • The operation of placing the above-described attachment system with the aid of the [0038] placement device 20 will now be explained.
  • The concrete panels forming the [0039] wall 2 are produced by flat moulding. During manufacture of a panel, the placement device 20 is positioned above the mould, the spacers 24 a, 24 b extending below the template 21, and the template 21 is prevented from rotating. The as-yet-unshaped loop 16 is then brought in.
  • In order to form the staple [0040] 11 a, the loop 16 is shaped by laying it against the upper part of the template 21, between the two flanges 22 a, 23 a of a pair of flanges, and against the bearing surfaces 26 a, 27 a of the spacer 24 a. The clip 25 a is then positioned by being made to straddle the template 21, by a vertical downwards movement, between the two flanges 22 a, 23 a. By means of their curved free ends, the two arms 29 a, 30 a of the clip 25 a place and hold the two branches 13 a, 14 a of the staple 11 a against the two bearing surfaces 26 a, 27 a of the spacer 24 a, thus ensuring the parallel arrangement between the two branches 13 a, 14 a.
  • The same procedure is carried out to form the [0041] other staple 11 b.
  • Finally, the concrete is poured into the mould, partially embedding the [0042] loop 16. After the concrete is set the placement device is removed.
  • It will be emphasized that, when the concrete is poured, the [0043] clips 25 a hold the staples 11 a, 11 b and thus prevent any movement of the staples 11 a, 11 b either up or down.
  • The basic band from which the [0044] staples 11 a, 11 b are formed was implicitly flexible in the description just given. It would be possible to envisage an attachment system using a loop of rigid or semi-rigid material.

Claims (13)

1. System for attaching a reinforcing band (4) to a wall (2) of a reinforced supporting structure, comprising a winding support (10) for the reinforcing band and two staples (11 a, 11 b) for fixing the winding support (10) to the wall (2), characterised in that the two staples (11 a, 11 b) are formed from a loop (16) of non-corrodible material and thus both extend each other in a continuous manner.
2. System according to
claim 1
 wherein the loop (16) is of plastic material.
3. System according to
claim 1
, wherein the loop (16) comprises a core of polyester fibres.
4. System according to
claim 3
, wherein the loop (16) comprises a polyethylene sheath.
5. System according to
claim 1
,wherein the loop (16) is formed from a band wound on itself.
6. System according to
claim 5
, wherein the staples (11 a, 11 b) include the two ends (17, 18) of the band.
7. Device for placing the attachment system of
claim 1
 on a wall of a reinforced supporting structure, comprising a template (21) for shaping the loop (16) and forming the two staples (11 a, 11 b).
8. Device according to
claim 7
, wherein means (22 a, 23 a, 22 b, 23 b) are provided for positioning the two staples (11 a, 11 b) along the template (21).
9. Device according to
claim 8
, wherein the positioning means comprise two pairs of collars (22 a, 23 a, 22 b, 23 b) mounted on the template (21), intended for laterally holding the two staples (11 a, 11 b) respectively.
10. Device according to
claim 7
, wherein means are provided to ensure a parallel arrangement between the two branches (13 a, 14 a, 13 b, 14 b) of each staple (1 a, 11 b).
11. Device according to
claim 10
, wherein the means for ensuring the parallel arrangement between the two branches (13 a, 14 a, 13 b, 14 b) of each staple (11 a, 11 b) comprise a spacer (24 a, 24 b) extending between the collars (13 a, 14 a, 13 b, 14 b) of one pair.
12. Device according to
claim 11
, wherein means (25 a) are provided to place the two branches (13 a, 14 a) of the staple (11 a) against the spacer (24 a).
13. Assembly of two fixing staples for the attachment system of
claim 1
, characterised in that the two staples (11 a, 11 b) are formed from a loop (16) of non corrodible material and both extend each other in a continuous manner.
US09/756,091 2000-01-07 2001-01-08 System for attaching a reinforcing band to a wall of a supporting structure and a device for placing the said system Expired - Fee Related US6447212B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0000178 2000-01-07
FR0000178A FR2803610B1 (en) 2000-01-07 2000-01-07 SYSTEM FOR ATTACHING A REINFORCEMENT STRIP TO A WALL OF A SUPPORT STRUCTURE AND DEVICE FOR LAYING SAID SYSTEM

Publications (2)

Publication Number Publication Date
US20010014255A1 true US20010014255A1 (en) 2001-08-16
US6447212B2 US6447212B2 (en) 2002-09-10

Family

ID=8845691

Family Applications (1)

Application Number Title Priority Date Filing Date
US09/756,091 Expired - Fee Related US6447212B2 (en) 2000-01-07 2001-01-08 System for attaching a reinforcing band to a wall of a supporting structure and a device for placing the said system

Country Status (8)

Country Link
US (1) US6447212B2 (en)
EP (1) EP1114896B1 (en)
JP (1) JP4544754B2 (en)
AT (1) ATE291126T1 (en)
AU (1) AU780932B2 (en)
DE (1) DE60109334D1 (en)
FR (1) FR2803610B1 (en)
TR (1) TR200100153A3 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1302598A2 (en) * 2001-10-11 2003-04-16 Allan Block Corporation Reinforcing system for stackable retaining wall units
US6792731B2 (en) 2001-10-11 2004-09-21 Timothy A. Bott Reinforcing system for stackable retaining wall units
US20050079017A1 (en) * 2003-10-13 2005-04-14 Freyssinet International (Stup) Stabilized earth structure and method for constructing it
US20060110221A1 (en) * 2004-11-25 2006-05-25 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
US20100092249A1 (en) * 2007-03-05 2010-04-15 Terre Armee Internationale Ground reinforced structure and reinforcement members for the construction thereof
US7850400B2 (en) 2004-11-25 2010-12-14 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
US20110236141A1 (en) * 2008-12-02 2011-09-29 Nicolas Freitag Reinforced Ground Structure, And Siding Elements For Constructing Same
US20130008098A1 (en) * 2010-03-25 2013-01-10 Nicolas Freitag Building with reinforced ground
US20140345220A1 (en) * 2013-05-24 2014-11-27 Francesco Ferraiolo Anchoring system for concrete panels in a stabilized earth structure
US9080303B2 (en) 2010-09-24 2015-07-14 Terre Armee Internationale Reinforced soil structure
US9856694B2 (en) * 2016-01-26 2018-01-02 Yamagen Co., Ltd. Water-blocking device

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2874392A1 (en) * 2004-08-17 2006-02-24 Dominique Georges Guy Boscher Modular system for e.g. forming supporting wall, has simple flexible cable that is cast and wind up in facing plate, where cable permits to adjust tension between plates by torsion and rotation on median axis of facing plate
KR100660356B1 (en) * 2004-10-19 2006-12-21 이정수 reinforcing strip for supporting reinforced earth wall and its placement method
FR2896520A1 (en) * 2006-01-23 2007-07-27 Freyssinet Soc Par Actions Sim ERRIGE WORK IN FRONT OF A PRE-EXISTING WALL, COMPRISING A SIDING AND A FIXTURE BETWEEN THE WALL AND THE SIDING, AND A METHOD FOR CARRYING OUT SAME
US20080292413A1 (en) * 2007-05-23 2008-11-27 Mateer Stephen A Cast stone, earthen retaining wall system incorporating geogrid, textile or fabric as the soil reinforcement.
TW200932998A (en) * 2008-01-24 2009-08-01 Ke-Jian Yu Method of forming retaining wall for water and soil conservation and retaining plates
US8579552B2 (en) * 2008-01-24 2013-11-12 Kei-Chien Yu Ecological board and its applications
US7828498B2 (en) * 2008-04-02 2010-11-09 Sorheim Daniel R Connection mechanism for large scale retaining wall blocks
US20100215442A1 (en) * 2009-02-26 2010-08-26 Ackerstein Industries Retaining wall stabilization system
FR2948386B1 (en) 2009-07-22 2011-07-29 Terre Armee Int BONDING DEVICE FOR STRENGTHENED SOIL WORK, ASSOCIATED WORK AND METHOD
EP2434059B1 (en) 2010-09-24 2015-12-23 Terre Armee Internationale A reinforced soil structure
AU2010364506B2 (en) * 2010-11-26 2017-03-02 Terre Armee Internationale Facing element with integrated compressibility
US9103089B2 (en) * 2013-03-15 2015-08-11 Tricon Precast, Ltd. Loop and saddle connection system and method for mechanically stablized earth wall
FR3010423B1 (en) 2013-09-09 2016-02-19 Soletanche Freyssinet GEOTECHNIC ANCHORING ATTACHMENT SYSTEM AND REINFORCEMENT ASSEMBLY USING SUCH A TIE.
US20150078838A1 (en) * 2013-09-18 2015-03-19 Kenneth Shaw Horizontal connection for mechanically stabilized earth walls
US10161099B2 (en) * 2014-12-22 2018-12-25 Tricon Precast, Ltd. Geosynthetic connection systems and methods for mechanically stablized earth walls
US11174615B2 (en) * 2019-05-07 2021-11-16 E.C. Manufacturing, LLC Landscaping walls, systems and methods

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1050789A (en) * 1900-01-01
DE2753243A1 (en) * 1977-11-29 1979-06-07 Bayer Ag REINFORCEMENT OF REINFORCED EARTH STRUCTURES
AU526267B2 (en) * 1978-07-13 1982-12-23 Freyssinet International (Stup) Reinforced earth structures
JPS55144116A (en) * 1979-04-28 1980-11-10 Hirose Kozai Sangyo Flask device for manufacturing concrete block
JPS602141Y2 (en) * 1982-12-21 1985-01-21 白井実業株式会社 ice ring on both ends
EP0130949A3 (en) * 1983-06-28 1985-11-27 Luciano Sangiorgio Concrete panels and relative means for their anchoring to earth, for forming a facing wall of variable planimetric course and allowing settlement of the panels in the facing wall surface, and the facing wall thus obtained
DE4131956A1 (en) * 1991-09-25 1993-04-01 Philipp Gmbh Geb ROPE LOOP INSERT FOR THE COMPOSITION OF PRECAST CONCRETE PARTS
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5507599A (en) * 1993-03-31 1996-04-16 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
US5568998A (en) * 1995-02-14 1996-10-29 The Tensar Corporation Precast wall panel and grid connection device
JPH08302693A (en) * 1995-05-11 1996-11-19 Maeda Kousen Kk Reinforcing earthwork method
US5839855A (en) * 1995-08-18 1998-11-24 Societe Civile Des Brevets Henri C. Vidal Facing element for a stabilized earth structure
TR199900265T2 (en) * 1996-08-09 1999-06-21 Ian Peter Price Derrick Soil supplement
JPH1060896A (en) * 1996-08-22 1998-03-03 Kyokado Eng Co Ltd Wall surface structure of reinforced earth structure
FR2773372B1 (en) * 1998-01-07 2000-03-24 Freyssinet Int Stup SYSTEM FOR ATTACHING A REINFORCEMENT STRIP TO A WALL OF A REINFORCED SUPPORT STRUCTURE AND METHOD OF MANUFACTURING THE WALL
US6186703B1 (en) * 1998-03-12 2001-02-13 Shaw Technologies Mechanical interlocking means for retaining wall
US5975810A (en) * 1998-04-01 1999-11-02 Taylor; Thomas P. Geo-grid anchor

Cited By (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1302598A3 (en) * 2001-10-11 2003-09-17 Allan Block Corporation Reinforcing system for stackable retaining wall units
US6792731B2 (en) 2001-10-11 2004-09-21 Timothy A. Bott Reinforcing system for stackable retaining wall units
US6854236B2 (en) 2001-10-11 2005-02-15 Allan Block Corporation Reinforcing system for stackable retaining wall units
EP1302598A2 (en) * 2001-10-11 2003-04-16 Allan Block Corporation Reinforcing system for stackable retaining wall units
JP2007508474A (en) * 2003-10-13 2007-04-05 フレシネ Reinforced earth wall structure and how to build it
US20050079017A1 (en) * 2003-10-13 2005-04-14 Freyssinet International (Stup) Stabilized earth structure and method for constructing it
JP4665219B2 (en) * 2003-10-13 2011-04-06 テールアルメインターナショナル Reinforced earth wall structure and how to build it
US20060193699A1 (en) * 2003-10-13 2006-08-31 Freyssinet Construction work and method of production
US7125202B2 (en) 2003-10-13 2006-10-24 Freyssinet International (Stup) Stabilized earth structure and method for constructing it
US7850400B2 (en) 2004-11-25 2010-12-14 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
US8152417B2 (en) 2004-11-25 2012-04-10 Terre Armee Internationale Stabilized soil structure and facing elements for its construction
US7491018B2 (en) 2004-11-25 2009-02-17 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
FR2878268A1 (en) * 2004-11-25 2006-05-26 Freyssinet Internat Stup Soc P REINFORCED GROUND WORK AND FACING ELEMENTS FOR ITS CONSTRUCTION
US20060110221A1 (en) * 2004-11-25 2006-05-25 Freyssinet International (Stup) Stabilized soil structure and facing elements for its construction
AU2005203681B2 (en) * 2004-11-25 2011-07-07 Terre Armee Internationale Stabilized soil structure and facing elements for its construction
US20110176877A1 (en) * 2004-11-25 2011-07-21 Terre Armee Internationale Stabilized soil structure and facing elements for its construction
AU2006202885B2 (en) * 2006-03-09 2013-03-21 Terre Armee Internationale Stabilized Soil Structure and Facing Elements for its Construction
US8011859B2 (en) * 2007-03-05 2011-09-06 Terre Armee Internationale Ground reinforced structure and reinforcement members for the construction thereof
US20100092249A1 (en) * 2007-03-05 2010-04-15 Terre Armee Internationale Ground reinforced structure and reinforcement members for the construction thereof
US20110236141A1 (en) * 2008-12-02 2011-09-29 Nicolas Freitag Reinforced Ground Structure, And Siding Elements For Constructing Same
US8579549B2 (en) * 2008-12-02 2013-11-12 Terre Armee Internationale Reinforced ground structure, and siding elements for constructing same
US20130008098A1 (en) * 2010-03-25 2013-01-10 Nicolas Freitag Building with reinforced ground
US9273443B2 (en) * 2010-03-25 2016-03-01 Terre Armee Internationale Building with reinforced ground
US9080303B2 (en) 2010-09-24 2015-07-14 Terre Armee Internationale Reinforced soil structure
US20140345220A1 (en) * 2013-05-24 2014-11-27 Francesco Ferraiolo Anchoring system for concrete panels in a stabilized earth structure
US9523178B2 (en) 2013-05-24 2016-12-20 Officine Maccaferri S.P.A. Anchoring system for concrete panels in a stabilized earth structure
US9856694B2 (en) * 2016-01-26 2018-01-02 Yamagen Co., Ltd. Water-blocking device

Also Published As

Publication number Publication date
FR2803610B1 (en) 2002-09-27
EP1114896A1 (en) 2001-07-11
FR2803610A1 (en) 2001-07-13
TR200100153A2 (en) 2001-08-21
AU780932B2 (en) 2005-04-28
US6447212B2 (en) 2002-09-10
EP1114896B1 (en) 2005-03-16
AU1108501A (en) 2001-07-12
TR200100153A3 (en) 2001-08-21
ATE291126T1 (en) 2005-04-15
DE60109334D1 (en) 2005-04-21
JP2001226969A (en) 2001-08-24
JP4544754B2 (en) 2010-09-15

Similar Documents

Publication Publication Date Title
US6447212B2 (en) System for attaching a reinforcing band to a wall of a supporting structure and a device for placing the said system
CA2058045C (en) Earth reinforcement and embankment building systems
KR100818733B1 (en) Concrete device for covering opened road
CA2260554A1 (en) Reinforcement bar support system
AU2003252903A1 (en) Reinforcing system for stackable retaining wall units
EP3033454B1 (en) System and method for supporting bollards
US5699642A (en) Plastic rebar harness
EP0726995A1 (en) A flexible formwork assembly
JP3350447B2 (en) Fiber sheet for reinforcement and repair
JP2004270277A (en) Void fixing structure and fixing member
JP2821468B2 (en) Soil structure reinforced by cell structure
KR200420900Y1 (en) Concrete device for covering opened road
JP2004232298A (en) Concrete reinforcing frp member
JPH0427037A (en) Method for joining precast reinforced concrete pillar with beam
GB2103675A (en) Drainage headwall support
KR102609710B1 (en) A non-welded concrete reinforcement having a coil-type fixing head and a reinforcement method of a concrete member using the same
JP2627877B2 (en) Cast-in-place method
JP2548583B2 (en) Ground reinforcement concrete structure
JPH02190519A (en) Cribwork for protection of ground's surface
JP3005752B2 (en) Reinforcing pipe support
US20190323239A1 (en) Reinforcement Arrangement and Method for Producing a Construction Material Body Using the Reinforcement Arrangement
JP2612413B2 (en) Building block for reinforced soil structure
AU689156B2 (en) A flexible formwork assembly
JPH0133717Y2 (en)
CA1217371A (en) Tensed wire suspension system

Legal Events

Date Code Title Description
AS Assignment

Owner name: FREYSSINET INTERNATIONAL (STUP), FRANCE

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:ORSAT, PIERRE;REEL/FRAME:011721/0564

Effective date: 20010319

FEPP Fee payment procedure

Free format text: PAYOR NUMBER ASSIGNED (ORIGINAL EVENT CODE: ASPN); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY

FPAY Fee payment

Year of fee payment: 4

AS Assignment

Owner name: TERRE ARMEE INTERNATIONALE, FRANCE

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:FREYSSINET INTERNATIONAL (STUP);REEL/FRAME:020839/0711

Effective date: 20070202

FPAY Fee payment

Year of fee payment: 8

REMI Maintenance fee reminder mailed
LAPS Lapse for failure to pay maintenance fees
STCH Information on status: patent discontinuation

Free format text: PATENT EXPIRED DUE TO NONPAYMENT OF MAINTENANCE FEES UNDER 37 CFR 1.362

FP Lapsed due to failure to pay maintenance fee

Effective date: 20140910