EP2016229B1 - Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system - Google Patents

Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system Download PDF

Info

Publication number
EP2016229B1
EP2016229B1 EP07724977A EP07724977A EP2016229B1 EP 2016229 B1 EP2016229 B1 EP 2016229B1 EP 07724977 A EP07724977 A EP 07724977A EP 07724977 A EP07724977 A EP 07724977A EP 2016229 B1 EP2016229 B1 EP 2016229B1
Authority
EP
European Patent Office
Prior art keywords
connector
geogrid
clip
arms
blocks
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.)
Active
Application number
EP07724977A
Other languages
German (de)
French (fr)
Other versions
EP2016229A1 (en
Inventor
Christopher Martin
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.)
MARTIN, CHRISTOPHER
Tenax International Bv Amsterdam Succursale Di
Original Assignee
Tenax International Amsterdam Succursale Di Lugano BV
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 Tenax International Amsterdam Succursale Di Lugano BV filed Critical Tenax International Amsterdam Succursale Di Lugano BV
Priority to PL07724977T priority Critical patent/PL2016229T3/en
Publication of EP2016229A1 publication Critical patent/EP2016229A1/en
Application granted granted Critical
Publication of EP2016229B1 publication Critical patent/EP2016229B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements

Definitions

  • the present invention relates to a clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system.
  • the invention relates to a clip-on connector that overcomes some of the outstanding problems in connecting dry laid segmental blocks to geogrids used for reinforced soil retaining structures, in particular achieving full pull out strength connection with the geogrids having high conjunction strength.
  • the connector also provides for the ability to be used with blocks having a connection profile in one bed face only or shared between both top and bottom bed faces or with hollow blocks.
  • Geogrids which have a high junction strength between the warp and weft elements of the grid are typically extruded HDPE or modified sheet HDPE materials. These are characterised by the large cross sectional differences between the thin strong tensile elements of the grid and the thicker junction areas of the grid. This type of grid needs careful attention to the connection with segmental blocks. The aim is to obtain a full strength connection between the two. That is to say the connection strength should be equal to the manufactured tensile strength of the geogrid usually taken over one metre width.
  • each tensile element of the grid must be supported by or connected to the blocks. This assumes any frictional connection between the grid and blocks is ignored since this is unreliable and dependant on the pressure between the blocks.
  • the grid has to be manually held in place on top of the blocks whilst further blocks are placed on top of the grid and means of connection.
  • pins per block are used to connect the upper and lower blocks and theses pins are the sole method of mechanical connection between the grid and blocks and hence can not provide a full strength connection, any other connection being frictional.
  • These pins are sometimes either a very good fit in the holes in the blocks or a very loose fit. In both cases they are disadvantageous because if they are a good fit, they restrict the freedom of the wall to take up uneven settlement and, when a bad fit, they do not provide a good location for the blocks or positive connection with the grid.
  • WO-94/13890 discloses a retaining wall block in combination with a geogrid, whereby a cavity is provided adjacent a rear wall of the block, such cavity being accessed by a longitudinal channel.
  • a trasverse rib of a sheet of geogrid material is slid and retained in the cavity.
  • a clip may be used to increase the thickness of the trasverse rib of the geogrid material.
  • the clip includes an elongate member arranged along the line of the transverse rib, and having planarly extending from one edge thereof a plurality of fingers, a number of which are bent around the transverse rib to crimp the clip into position on the geogrid material, and an alternative number remaining extending parallel to the longitudinal ribs of the geogrid material for easier handling of the geogrid.
  • the aim of the invention is to provide a connector that overcomes the drawbacks of the prior art, being able to be connected to a geogrid without the risk that the handling of the geogrid causes the connector to fall off the geogrid.
  • an object of the present invention is to provide a connector with a geogrid that can be used with different blocks.
  • Another object of the present invention is to provide a connector with a geogrid that is of easy manufacturing, highly reliable and at low cost.
  • the connector used in a combination "connector-geogrid" according to the present invention is a connector in the form of a clip.
  • the connector comprises a base 3 from which at least one finger 4 develops towards an edge of the base and defines with such edge a clip with arms 5 and 6, the arm 6 being part of the base 3 and the arm 5 being part of the finger 4.
  • the clip is adapted to passes over a thick transverse bar 7 of uni-axial HDPE/Polypropylene extruded or punched sheet geogrid 2 and provides fingers which occupy the ends of elliptical apertures 8 between high tensile ribs 9 which both extend at generally right angles between the transverse bars 7 of the geogrid 2.
  • the radius in the throat of the connector clip centres the thick transverse bar 7 of the geogrid 2 on the finger part 4 of the connector under load.
  • the cross section of the geogrid 2 varies with its tensile strength ans so the clip part of the connector has to accommodate this variation.
  • the finger part 4 of the connector 1 is designed to provide a mechanical connection with the geogrid 2 against pullout forces trying to separate the geogrid 2 from blocks 10.
  • the clip defined by the at least one finger portion and the edge of the base portion presents a spacing between the two arms that is smaller than the thickness of the portion of the geogrid whereon the connector has to be coupled, but such that said geogrid portion can be inserted between said two arms.
  • the connector has to be coupled to the geogrid so that the geogrid comes to be inserted between the two arms of the connector.
  • the connector In applications where the connector 1 is in a housing 11 shared between top and bottom bed faces of the blocks 10 ( figure 8 ), the connector also provides a shear key connection between these adjacent blocks 10 thus eliminating the need for any secondary block to block connection means.
  • the connector 1 provides the pull out resistance for the geogrid 2 only and some other means have to be provided for the block to block shear connection.
  • the clip-on connector 1 as a single piece would normally have a maximum of three fingers 4. However, different number of fingers could be provided.
  • connector 1 Alternatively to make the connector 1 fully universal and to ease its application on site, single fingers connectors strung together in groups of perhaps 10 or 20 can be used.
  • figure 11 shows single finger connectors strung together on two wires 15 that pass through holes 16 provided in the base 3 of the connectors.
  • wires 15 can be made of plastic, pultrusions or stainless steel and in this case the fingers 4 are free to float since the individual connector fingers 4 are narrower than the pitch of the apertures 8 of the geogrid.
  • Single finger connectors could also be used individually.
  • One leg or arm of the clip part of the connector can be straight, for example the arm 6 that is part of the base 3.
  • a further advantage of the present connector is that the path of the geogrid is undisturbed being in a straight line.
  • the applications can be one or both of these or a combination of the two depending on the particular hollow block design.
  • connection system The clip-on nature of this connection system is of benefit to the use with hollow blocks since they can be pitched along the geogrid 2.
  • This clip-on feature of the blocks is of advantage generally on site since the connectors 1 can not be missed or dislodged once placed on the geogrid 2.
  • the connectors 1 can also be used with woven or knitted geogrids 2 usually made from polyester fibres coated in PVC.
  • the strength of the pull out resistance of the connection will depend on the junction strength of the geogrids warp and weft fibres.
  • Figures 12a-12d illustrate a solid segmental block 20 with the connection profile shared between the upper and lower bed faces of the blocks and also the rib topped block used in the system for courses where there is no geogrid requirement.
  • Figure 13 shows a typical reinforced soil structure with the blocks and connectors shown in figures 12a-12d and 8 .
  • the connector of the combination "connector-geogrid" achieves the above aim and objects since it can be firmly coupled to a geogrid without any possibilities of accidental disconnection.
  • an injection moulded one or two or three finger clip is supplied which is inserted through the apertures of the geogrid and by its unique design clips over the thick transverse bar of the geogrid.
  • the two are connected together and can only be separated by deliberate manual intervention.
  • the connector can be accommodated inside recesses defined in the blocks between which the geogrid is placed.
  • connector-geogrid Another advantage of the connector of the combination "connector-geogrid" of the invention over the prior art is that it can be used in blocks where a groove can be placed at the top of the block, only the bottom of the mating block being substantially flat. In this case a method of providing shear connection between the blocks must be arranged.
  • a further advantage is that the connector of the combination "connector-geogrid" of the invention can be used with hollow blocks with a groove correctly placed in the top only.
  • a further advantage is that the present connector does not require a second groove in the top or bottom of the block to accommodate the thick transverse (warp) bar of the grid since it is housed within the connector itself.
  • the present clip-on connector can also act as an inter block shear connector by locating the top block to the bottom block.
  • the present connector also keeps the grid in a horizontal plane so that the pull out forces are kept horizontal and hence the disturbing forces between the blocks are at a minimum.
  • the connector is housed in grooves in the top and bottom of the blocks or in the top of the block only the thin tensile fingers of the grid can be carried forward to the front of the block as well as to the rear of the block so that the blocks remain parallel in both planes.

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)
  • Clamps And Clips (AREA)
  • Connection Of Plates (AREA)
  • Retaining Walls (AREA)
  • Housing For Livestock And Birds (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A clip-on connector adapted to be connected to a geogrid, comprising a base portion wherefrom at least one finger portion extends toward an opposite edge of the base portion, such finger portion defining, with the edge of the base portion, a clip, said clip having two arms respectively defined by said finger portion and by said base portion, the spacing between said two arms being smaller than the thickness of a portion of a geogrid whereon the connector has to be coupled, but such that said geogrid portion can be inserted between said two arms.

Description

    Technical Field
  • The present invention relates to a clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system.
  • More particularly, the invention relates to a clip-on connector that overcomes some of the outstanding problems in connecting dry laid segmental blocks to geogrids used for reinforced soil retaining structures, in particular achieving full pull out strength connection with the geogrids having high conjunction strength. The connector also provides for the ability to be used with blocks having a connection profile in one bed face only or shared between both top and bottom bed faces or with hollow blocks.
  • Background Art
  • As it is known, many solutions exist for concrete panels and blocks with various connection methods between the panels and blocks for retaining walls. Some of these also include methods of connecting various forms of soil reinforcing materials for the construction of reinforced soil structures. These can be metal or polymeric strips, metal ladders or grids, and various forms of polymeric geogrids typically HDPE or Polypropylene extruded grids, or woven or knitted polyester fibre geogrids.
  • Geogrids which have a high junction strength between the warp and weft elements of the grid are typically extruded HDPE or modified sheet HDPE materials. These are characterised by the large cross sectional differences between the thin strong tensile elements of the grid and the thicker junction areas of the grid. This type of grid needs careful attention to the connection with segmental blocks. The aim is to obtain a full strength connection between the two. That is to say the connection strength should be equal to the manufactured tensile strength of the geogrid usually taken over one metre width.
  • Typically there may be 30 to 50 separate tensile elements per metre of geogrid which must be connected to the segmental blocks. Therefore to obtain a full strength connection between the two, each tensile element of the grid must be supported by or connected to the blocks. This assumes any frictional connection between the grid and blocks is ignored since this is unreliable and dependant on the pressure between the blocks.
  • This has been successfully achieved in a previous patent by this inventor in which a concrete comb was used to locate fingers in the apertures of the grid and the comb was supported by the lower and upper blocks in grooves provided for the comb. A separate shallow groove was provided to accommodate the thick transverse junction bar of the grid.
  • In other systems the grid has to be manually held in place on top of the blocks whilst further blocks are placed on top of the grid and means of connection.
  • In some systems two pins per block are used to connect the upper and lower blocks and theses pins are the sole method of mechanical connection between the grid and blocks and hence can not provide a full strength connection, any other connection being frictional. These pins are sometimes either a very good fit in the holes in the blocks or a very loose fit. In both cases they are disadvantageous because if they are a good fit, they restrict the freedom of the wall to take up uneven settlement and, when a bad fit, they do not provide a good location for the blocks or positive connection with the grid.
  • Some other blocks have moulded features on top and so holes must be cut in the grid so it can be then trapped between the blocks and these are worse than the pin connections since the holes cut in the grid seriously weaken it.
  • In another commercially available plastic connection system the path of the grid is so disturbed that the grid has to be cut along the thick transverse rib and so the top block sits on the tensile ribs of the grid only along the back edge of the blocks thus causing the wall to rotate forwards which is seriously disadvantageous in itself and just as bad since it allows only a line contact at the front and back of the block.
  • This is particularly bad at the back of the block since the pressure between the block and the grid is amplified and could lead to premature grid failure. A bending moment is also placed on the concrete block which is bad and could lead to failure.
  • WO-94/13890 discloses a retaining wall block in combination with a geogrid, whereby a cavity is provided adjacent a rear wall of the block, such cavity being accessed by a longitudinal channel. A trasverse rib of a sheet of geogrid material is slid and retained in the cavity. A clip may be used to increase the thickness of the trasverse rib of the geogrid material. The clip includes an elongate member arranged along the line of the transverse rib, and having planarly extending from one edge thereof a plurality of fingers, a number of which are bent around the transverse rib to crimp the clip into position on the geogrid material, and an alternative number remaining extending parallel to the longitudinal ribs of the geogrid material for easier handling of the geogrid.
  • Disclosure of the Invention
  • The aim of the invention is to provide a connector that overcomes the drawbacks of the prior art, being able to be connected to a geogrid without the risk that the handling of the geogrid causes the connector to fall off the geogrid.
  • Within the above aim, an object of the present invention is to provide a connector with a geogrid that can be used with different blocks.
  • Another object of the present invention is to provide a connector with a geogrid that is of easy manufacturing, highly reliable and at low cost.
  • In accordance with the invention, there is provided a clip-on connector in combination with a geogrid, as defined in the appended claims.
  • Brief description of the drawings
    • Figure 1 is a plan bottom view of the clip-on connector used in a combination "connector-geogrid" according to the present invention;
    • Figure 1a is a perspective view of the connector used in a combination "connector-geogrid" according to the present invention;
    • Figure 2 is a side view of the clip-on connector;
    • Figure 3 is a plan top view of the clip-on connector;
    • Figure 4 is a cross-sectional view along line IV-IV of figure 3;
    • Figure 5 is a rear view of the clip-on connector;
    • Figure 6 is a front view of the clip-on connector;
    • Figure 7 is a perspective view of a geogrid to be used with the clip-on connector in a combination "connector-geogrid" of the present invention;
    • Figure 8 illustrates the use of the clip-on connector in a combination "connector-geogrid" of the invention
    • Figure 9 illustrates a variation of the use of the clip-on connector in a combination "connector-geogrid" of the invention;
    • Figure 10 illustrates a further variation of the use of the clip-on connector in a combination "connector-geogrid" of the invention;
    • Figure 11 illustrates a still further variation of the use of the clip-on connector in a combination "connector-geogrid" of the the invention;
    • Figures 12a-12d illustrate a particular type of block wherein the combination "connector-geogrid" of the present invention can be used;
    • Figure 13 illustrates an overview of a wall made of blocks, with the interposition of geogrids and connectors according to the invention.
    Ways of carrying out of the invention
  • The connector used in a combination "connector-geogrid" according to the present invention, designated by the reference numeral 1, is a connector in the form of a clip.
  • The connector comprises a base 3 from which at least one finger 4 develops towards an edge of the base and defines with such edge a clip with arms 5 and 6, the arm 6 being part of the base 3 and the arm 5 being part of the finger 4. The clip is adapted to passes over a thick transverse bar 7 of uni-axial HDPE/Polypropylene extruded or punched sheet geogrid 2 and provides fingers which occupy the ends of elliptical apertures 8 between high tensile ribs 9 which both extend at generally right angles between the transverse bars 7 of the geogrid 2.
  • The radius in the throat of the connector clip centres the thick transverse bar 7 of the geogrid 2 on the finger part 4 of the connector under load. The cross section of the geogrid 2 varies with its tensile strength ans so the clip part of the connector has to accommodate this variation.
  • The finger part 4 of the connector 1 is designed to provide a mechanical connection with the geogrid 2 against pullout forces trying to separate the geogrid 2 from blocks 10.
  • Thus, the clip defined by the at least one finger portion and the edge of the base portion presents a spacing between the two arms that is smaller than the thickness of the portion of the geogrid whereon the connector has to be coupled, but such that said geogrid portion can be inserted between said two arms. In practice, the connector has to be coupled to the geogrid so that the geogrid comes to be inserted between the two arms of the connector.
  • Removal of the connector is thus not possible if not desired by the operator, since the two arms have a spacing such that the insertion of the connector occurs if the connector is forced on the geogrid, thanks to the elasticity of at least one of the arms. At the same time removal is also prevented.
  • In applications where the connector 1 is in a housing 11 shared between top and bottom bed faces of the blocks 10 (figure 8), the connector also provides a shear key connection between these adjacent blocks 10 thus eliminating the need for any secondary block to block connection means.
  • Where the connector housing profile 12 is in one bed face only (see figure 9) or hollow block 13 (see figure 10), the connector 1 provides the pull out resistance for the geogrid 2 only and some other means have to be provided for the block to block shear connection.
  • Since the pitch of the apertures 8 of the geogrid 2 can vary according to the manufacturer or strength or due to production tolerances, the clip-on connector 1 as a single piece would normally have a maximum of three fingers 4. However, different number of fingers could be provided.
  • Alternatively to make the connector 1 fully universal and to ease its application on site, single fingers connectors strung together in groups of perhaps 10 or 20 can be used.
  • To this regard, figure 11 shows single finger connectors strung together on two wires 15 that pass through holes 16 provided in the base 3 of the connectors. Such wires 15 can be made of plastic, pultrusions or stainless steel and in this case the fingers 4 are free to float since the individual connector fingers 4 are narrower than the pitch of the apertures 8 of the geogrid. Single finger connectors could also be used individually.
  • One leg or arm of the clip part of the connector can be straight, for example the arm 6 that is part of the base 3.
  • This allows the connector 1 to be housed in a matching block profile such that the shear forces applied to the connector 1 by the adjacent block 10 are transferred to that block 10.
  • In this case the resisting pull out forces are shared between the adjacent blocks. A further advantage of the present connector is that the path of the geogrid is undisturbed being in a straight line.
  • Where the connector 1 is housed in one block profile only the whole of the pull out force is resisted by that block only and there is a small diversion of the geogrid 2 from the straight line.
  • Where the connectors 1 are applied to hollow blocks 10 the applications can be one or both of these or a combination of the two depending on the particular hollow block design.
  • The clip-on nature of this connection system is of benefit to the use with hollow blocks since they can be pitched along the geogrid 2. This clip-on feature of the blocks is of advantage generally on site since the connectors 1 can not be missed or dislodged once placed on the geogrid 2.
  • In all applications the adjacent blocks 10 sit on the thin high tensile ribs 9 of the geogrid 2 across the full bed face of the blocks 10 so there is no tilting or rotation of the blocks 10 since the bed faces of the blocks 10 remain parallel.
  • The connectors 1 can also be used with woven or knitted geogrids 2 usually made from polyester fibres coated in PVC. The strength of the pull out resistance of the connection will depend on the junction strength of the geogrids warp and weft fibres.
  • Figures 12a-12d illustrate a solid segmental block 20 with the connection profile shared between the upper and lower bed faces of the blocks and also the rib topped block used in the system for courses where there is no geogrid requirement.
  • Figure 13 shows a typical reinforced soil structure with the blocks and connectors shown in figures 12a-12d and 8.
  • Thus, it can be seen that the connector of the combination "connector-geogrid" according to the present invention achieves the above aim and objects since it can be firmly coupled to a geogrid without any possibilities of accidental disconnection.
  • Therefore, an injection moulded one or two or three finger clip is supplied which is inserted through the apertures of the geogrid and by its unique design clips over the thick transverse bar of the geogrid. Thus the two are connected together and can only be separated by deliberate manual intervention.
  • In addition, the connector can be accommodated inside recesses defined in the blocks between which the geogrid is placed.
  • Another advantage of the connector of the combination "connector-geogrid" of the invention over the prior art is that it can be used in blocks where a groove can be placed at the top of the block, only the bottom of the mating block being substantially flat. In this case a method of providing shear connection between the blocks must be arranged.
  • A further advantage is that the connector of the combination "connector-geogrid" of the invention can be used with hollow blocks with a groove correctly placed in the top only.
  • A further advantage is that the present connector does not require a second groove in the top or bottom of the block to accommodate the thick transverse (warp) bar of the grid since it is housed within the connector itself.
  • Also unlike another plastic finger connector which does not clip onto the grid or can act as an inter block shear connector, the present clip-on connector can also act as an inter block shear connector by locating the top block to the bottom block.
  • In addition, the present connector also keeps the grid in a horizontal plane so that the pull out forces are kept horizontal and hence the disturbing forces between the blocks are at a minimum.
  • Whether the connector is housed in grooves in the top and bottom of the blocks or in the top of the block only the thin tensile fingers of the grid can be carried forward to the front of the block as well as to the rear of the block so that the blocks remain parallel in both planes.
  • The described invention is susceptible of numerous other modifications and variations, provided that all of which are within the scope of the appended claims; all the details may further be replaced with other technically equivalent elements.
  • Where technical features mentioned in any claim are followed by reference signs, those reference signs have been included for the sole purpose of increasing the intelligibility of the claims and accordingly such reference signs do not have any limiting effect on the interpretation of each element identified by way of example by such reference signs.

Claims (5)

  1. A clip-on connector (1) in combination with a geogrid (2), said clip-on connector comprising a base portion (3) wherefrom at least one finger portion (4) extends toward an opposite edge of the base portion, such finger portion defining, with the edge of the base portion, a clip, said clip having two arms (5, 6) respectively defined by said finger portion (4) and by said base portion (3), said geogrid (2) being a uni-axial HDPE/Polypropylene extruded or punched sheet geogrid and comprising transverse bars (7), and high tensile ribs (9), and elliptical apertures (8) extending at right angles to the transverse bars (7) with fingers occupying the ends of said apertures (8), said elliptical apertures extending between said tensile ribs (9), characterized in that the spacing between said two arms (5, 6) of said clip being smaller than the thickness of one of said transverse bars (7) of said geogrid (2) whereon the connector is coupled, but such that said one of said transverse bars (7) of said geogrid (2) can be inserted between said two arms (5, 6) if the connector is forced on the geogrid by means of said spacing between the two arms being variable due to said finger portion being flexible and to the elasticity of at least one of the arms (5, 6).
  2. The clip-on connector and geogrid of claim 1, characterized in that it comprises two finger portion (4) that extend from the base portion (3), substantially parallel one with respect to the other.
  3. The clip-on connector and geogrid of one or more of the preceding claims, characterized in that said base portion (3) is provided with at least one hole (16) or the passage of connecting wires (15).
  4. The clip-on connector and geogrid of one or more of the preceding claims, characterized in that said connector can be made by injection, compression or rotation moulding or by casting or from single or composite materials.
  5. A block (10) in combination with a clip-on connector (1) and geogrid (2) according to one or more of the preceding claims, characterized in that said block comprises at least on one of the bed faces at least one recess (11, 12, 13) that partly or totally accommodates said connector.
EP07724977A 2006-05-10 2007-05-08 Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system Active EP2016229B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07724977T PL2016229T3 (en) 2006-05-10 2007-05-08 Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GBGB0609204.3A GB0609204D0 (en) 2006-05-10 2006-05-10 Clip on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system
PCT/EP2007/004053 WO2007128566A1 (en) 2006-05-10 2007-05-08 Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system

Publications (2)

Publication Number Publication Date
EP2016229A1 EP2016229A1 (en) 2009-01-21
EP2016229B1 true EP2016229B1 (en) 2011-04-13

Family

ID=36637192

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07724977A Active EP2016229B1 (en) 2006-05-10 2007-05-08 Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system

Country Status (12)

Country Link
US (1) US20090142145A1 (en)
EP (1) EP2016229B1 (en)
CN (1) CN101443519B (en)
AT (1) ATE505592T1 (en)
CA (1) CA2650620A1 (en)
DE (1) DE602007013888D1 (en)
ES (1) ES2365170T3 (en)
GB (1) GB0609204D0 (en)
MX (1) MX2008014360A (en)
PL (1) PL2016229T3 (en)
RU (2) RU2353730C2 (en)
WO (1) WO2007128566A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8413399B2 (en) 2010-02-10 2013-04-09 Michael L. Kelley, Jr. Block combinable with other similar blocks to form a wall, and related systems and methods
US8876438B2 (en) * 2010-07-30 2014-11-04 Redi-Rock International, Llc Process for casting concrete wall blocks for use with geogrid
CN102031792B (en) * 2010-12-22 2013-01-09 杨杰 Anti-toppling retaining wall building block
EP3414400B1 (en) 2016-02-08 2022-05-18 Tensar International Corporation Multi-oriented segmental wall blocks, soil reinforcing system, and methods
US10753062B2 (en) * 2017-10-18 2020-08-25 Tetra Tech, Inc. Vertical manhole apparatus and method for providing access to leachate collection pipes in a landfill
CN109518675B (en) * 2018-10-08 2024-04-30 山东正元冶达环境科技有限公司 Steel-plastic geogrid net connecting device
RU188961U1 (en) * 2019-02-04 2019-04-30 Андрей Николаевич Путивский Knot of connection of a cloth of a geogrid with a grid of gabionny designs
RU2756651C1 (en) * 2021-03-10 2021-10-04 Федеральное государственное автономное образовательное учреждение высшего образования «Северный (Арктический) федеральный университет имени М. В. Ломоносова» Connector for flat geogrid

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4993879A (en) * 1989-03-08 1991-02-19 Hilfiker William K Connector for securing soil reinforcing elements to retaining wall panels
GB9226143D0 (en) * 1992-12-15 1993-02-10 Martin Christopher Method of connecting geogrids to retaining walls or boundary structures
US5417523A (en) * 1993-10-29 1995-05-23 Scales; John Connector and method for engaging soil-reinforcing grid and earth retaining wall
US5568998A (en) * 1995-02-14 1996-10-29 The Tensar Corporation Precast wall panel and grid connection device
US5647695A (en) * 1995-04-11 1997-07-15 Hilfiker Pipe Company Soil filled wall
US5673530A (en) * 1996-01-25 1997-10-07 The Tensar Corporation Modular block retaining wall system
AU2782197A (en) * 1996-05-21 1997-12-09 Netlon Limited Modular block retaining wall construction
US6113316A (en) * 1997-06-17 2000-09-05 Northern Stresswall Canada Ltd. Retaining wall system
US6827527B2 (en) * 1999-12-20 2004-12-07 The New Castle Group, Inc. Wall components and method
US6854231B2 (en) * 2001-07-12 2005-02-15 Keystone Retaining Wall Systems, Inc. Multi-channel retaining wall block and system
US6792731B2 (en) * 2001-10-11 2004-09-21 Timothy A. Bott Reinforcing system for stackable retaining wall units
US6595726B1 (en) * 2002-01-14 2003-07-22 Atlantech International, Inc. Retaining wall system and method of making retaining wall
US7073983B2 (en) * 2003-11-28 2006-07-11 William K. Hilfiker Earthen retaining wall having flat soil reinforcing mats which may be variably spaced
EP1745180A1 (en) * 2004-04-29 2007-01-24 Keystone Retaining Wall Systems, Inc. Veneers for walls, retaining walls and the like
AU2008265549A1 (en) * 2007-06-21 2008-12-24 Keystone Retaining Wall Systems, Inc. Veneers for walls, retaining walls, retaining wall blocks, and the like

Also Published As

Publication number Publication date
PL2016229T3 (en) 2011-12-30
CN101443519B (en) 2013-08-14
MX2008014360A (en) 2009-02-03
EP2016229A1 (en) 2009-01-21
RU2006135860A (en) 2008-04-20
RU2353730C2 (en) 2009-04-27
GB0609204D0 (en) 2006-06-21
CN101443519A (en) 2009-05-27
DE602007013888D1 (en) 2011-05-26
CA2650620A1 (en) 2007-11-15
WO2007128566A1 (en) 2007-11-15
ATE505592T1 (en) 2011-04-15
RU65515U1 (en) 2007-08-10
US20090142145A1 (en) 2009-06-04
ES2365170T3 (en) 2011-09-23

Similar Documents

Publication Publication Date Title
EP2016229B1 (en) Clip-on connector to geogrid for segmental block reinforced soil retaining wall mechanical connection system
KR100977424B1 (en) Electric connector for parallel circuit board
JP3745778B2 (en) Lattice connector
WO2020090398A1 (en) Connector
CN112335135A (en) Plug connector module with module elements
US4641991A (en) Connector for reinforcing rods
JPS5991247A (en) Constitutional member of structure
US8562259B2 (en) Combined strut and connector retaining wall system and method therefor
EP3856999B1 (en) Support system for raised floors
JP5288986B2 (en) Stabilizing strip for use in reinforced ground structures
KR200461918Y1 (en) Frame of vinyl house
KR100426345B1 (en) Geogrid
CN103827425B (en) Snap component
EP3480367B1 (en) Strip type reinforcing material and reinforcing material assembly comprising same
CN213329065U (en) Connecting device of universal geogrid and prefabricated building block
US20060021288A1 (en) Positive connector
KR200497892Y1 (en) Ultra-thin easy-lock and easy-unlock connector
EP1726721A1 (en) A system for anchoring a wall structure of concrete blocks
EP3896238B1 (en) Architectural enclosure comprised of a structural element and an improved flexible sheet of bricks
CN113107198A (en) Square and round fastener
EP2916014B1 (en) System for connecting components
US4458972A (en) Locking device for connecting means
CN220725142U (en) Novel assembled support protection structure
AU2009202310B2 (en) Retainer wall connector and system
CN216289301U (en) Mistakenly-installation-preventing strip-shaped connector

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20081120

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17Q First examination report despatched

Effective date: 20090204

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: TENAX INTERNATIONAL B.V., AMSTERDAM, SUCCURSALE DI

Owner name: MARTIN, CHRISTOPHER

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: CH

Ref legal event code: NV

Representative=s name: PATENTANWAELTE SCHAAD, BALASS, MENZL & PARTNER AG

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 602007013888

Country of ref document: DE

Date of ref document: 20110526

Kind code of ref document: P

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602007013888

Country of ref document: DE

Effective date: 20110526

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20110413

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20110401438

Country of ref document: GR

Effective date: 20110714

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 9666

Country of ref document: SK

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2365170

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20110923

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20110811

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110813

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110531

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20120210

26N No opposition filed

Effective date: 20120116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110614

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602007013888

Country of ref document: DE

Effective date: 20120116

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20120521

Year of fee payment: 6

Ref country code: DE

Payment date: 20120612

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20120420

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20120529

Year of fee payment: 6

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20120508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110713

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20110413

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20130508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130531

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20131203

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130531

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602007013888

Country of ref document: DE

Effective date: 20131203

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130508

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20140613

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130509

REG Reference to a national code

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 9666

Country of ref document: SK

Owner name: MARTIN CHRISTOPHER, TUNBRIDGE WELLS, KENT, GB

Free format text: FORMER OWNER: MARTIN CHRISTOPHER, TUNBRIDGE WELLS, KENT, GB; TENAX INTERNATIONAL B.V., AMSTERDAM, SUCCURSALE DI LUGANO, LUGANO, CH

Effective date: 20160308

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 9666

Country of ref document: SK

Owner name: TENAX GROUP SA, LUGANO, CH

Free format text: FORMER OWNER: MARTIN CHRISTOPHER, TUNBRIDGE WELLS, KENT, GB; TENAX INTERNATIONAL B.V., AMSTERDAM, SUCCURSALE DI LUGANO, LUGANO, CH

Effective date: 20160308

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20200525

Year of fee payment: 14

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SK

Payment date: 20210413

Year of fee payment: 15

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20210413

Year of fee payment: 15

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20211207

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 9666

Country of ref document: SK

Effective date: 20220508

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220508

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20230524

Year of fee payment: 17

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20220508