EP1402120A1 - Assembly device for use in reinforced soil construction - Google Patents
Assembly device for use in reinforced soil constructionInfo
- Publication number
- EP1402120A1 EP1402120A1 EP01942952A EP01942952A EP1402120A1 EP 1402120 A1 EP1402120 A1 EP 1402120A1 EP 01942952 A EP01942952 A EP 01942952A EP 01942952 A EP01942952 A EP 01942952A EP 1402120 A1 EP1402120 A1 EP 1402120A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- assembly device
- panel
- anchoring end
- stabilising element
- elongated piece
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
Definitions
- This invention relates to an assembly device intended for anchoring a stabilising element to a unit panel which is used in the construction of reinforced soil structures.
- the technique of reinforce soil construction involves the embedding of stabilising elements into a mass of soil material to give the mass a required degree of stability in tension, in addition to the natural stability of compression of the mass.
- the type of stabilising elements used and the number and disposition of the elements for a particular soil structure depend on the size of the structure and the characteristics of the soil.
- a wide range of soil materials such as stones, gravels, sands, earth, ashes, slags, shales, etc. are known for possible use in reinforced soil structures.
- the present invention relates to soil structures with a revetment made of a wall comprising a plurality of panel units with which stabilising elements are assembled.
- the invention relates in particular to a device for anchoring each of the aforementioned panel units with a stabilising element which is made up of an elongated strip, for example a flexible polymeric strip.
- the reference shows, namely, a device for assembling the aforementioned panel units and elements.
- This assembly device comprises :
- each stabilising element one anchoring end made in the shape of a hammerhead
- a cavity comprising: • a first chamber, which opens into one of the two opposite faces of the unit panel, beyond which the stabilising element must extend, has a cross- section such as to allow the introduction of the anchoring end made in the shape of a hammerhead, and this in a direction perpendicular to the panel unit, • a second chamber, which is contiguous to the first chamber and has, in a transverse plane, a section complementary to that of the anchoring end, so as to retain this end, after translation in a direction parallel to the face of the panel unit in which the cavity opens up.
- an object of the invention is to obtain an assembly device which overcomes this drawback.
- the invention has as its subject matter an assembly device of the aforementioned type, in particular characterised in that :
- the second chamber has sections complementary to that of the anchoring end, so as to retain this end after rotation around an orthogonal axis to the face of the panel unit in which the cavity opens up, in a manner of a bayonet assembly,
- the first chamber has sections shaped so as to allow the rotation of the stabilising element in order to obtain the bayonet assembly.
- Figure 1 is a transversal and vertical section of a reinforced soil structure
- Figure 2 is a local view of the face of the panel unit represented in Figure 1 , which face is intended to receive the soil
- Figure 3 is a transversal and vertical section of the detail "A" of Figure 1 ,
- Figure 4 is a transversal and horizontal section of the part of the panel unit which is represented in Figure 2,
- Figure 5 is a top view of the part of the anchoring end of a stabilising element represented in Figure 1
- Figure 6 is a transversal section of an anchoring end of a stabilising element in a second embodiment
- Figure 7 is a transversal section of an anchoring end of a stabilising element in a third embodiment
- Figure 8 is a lateral view of an anchoring end of a stabilising element, in a fourth embodiment.
- an assembly device 1 shaped for anchoring at least one stabilising element 5 to at least one of the unit panels 2 which are used in the soil retaining wall 3 construction.
- Designated by soil retaining wall 3 is particularly, but not exclusively, a wall 3 which is built in order to protect and retain a mass of soil material 4, such as stones, gravels, sands, soils, ashes, etc., which are known for possible use in reinforced soil structures ( Figure 1).
- soil material 4 such as stones, gravels, sands, soils, ashes, etc.
- This assembly device 1 ( Figure 2) allows the connection between
- this stabilising element 5 consisting of at least a piece of a strip 5 disposed between layers 6 of the mass of soil material 4 which are superposed against the panel unit 2, this assembly device comprising: - on the one hand, an anchoring end 7, made in the shape of a hammerhead, and which retains a stabilising element 5,
- a first chamber 9 which opens up into one of the two opposite faces 10 of the panel unit 2 beyond which the stabilising element 5 must extend, has a cross-section such as to allow the introduction of the anchoring end 7 made in the shape of a hammerhead, and this in a direction D perpendicular to the panel unit
- the second chamber 11 has sections complementary to that of the anchoring end 7, so as to retain this end after rotation around an axis 12 orthogonal to the face 10 of the panel unit 2 in which the cavity 8 opens up, in a manner of a bayonet assembly, - the first chamber 9, has sections shaped so as to allow the rotation of the stabilising element 5 in order to obtain the bayonet assembly .
- the anchoring end 7 is made up of an elongated piece 13 which extends transversely with respect to the stabilising element 5, said elongated piece having a longitudinal dimension L1 greater than the transverse dimension L2 of this element 5 in such a way as to substantially extend beyond each side of the said element 5 by predetermined values L3 and L4.
- predetermined values L3 and L4 are equal.
- rotation about the orthogonal axis 12 ranges between 30 and 45°.
- the elongated piece 13, making up the anchoring end 7, is fixed on the stabilising element 5.
- the elongated piece 13 can be made out of a polymeric material, or steel or composite material, but one skilled in the art is able to choose an appropriate material with non-corrosive and/or inoxidizable features.
- the elongated piece 13 is made up of at least two parts 131 , 132, 133 which are put together by means of connection elements 134 in such a way as to pinch the stabilising element 5 along its width and to retain said element 5 firmly.
- the elongated piece 13, making up the anchoring end 7 is made up of a protuberance 13 of said element 5.
- the elongated piece 13, making up the anchoring end 7 comprises a longitudinal aperture 135, allowing the passage of the stabilising element 5, and a lateral bearing surface 136 of support for a excrescence 137 formed on the stabilising element 5.
- This technical feature makes it possible to use, if necessary, one stabilising element fixed on an elongated piece 13, this stabilising element having a limited length.
- the elongated piece 13 has a circular transverse cross-section.
- the elongated piece 13 making up the anchoring end 7 has, in another embodiment at least at the level of the ends 138 extending beyond each side of the stabilising element 5, a non- circular transverse cross-section. This technical feature allows different advantageous embodiments for the elongated piece 13.
- the elongated piece 13 making up the anchoring end 7 has, at least locally, a transverse section limited to a portion of a circle and is borne by the stabilising element 5 in such a way as to have a reduced transverse dimension in the direction D of introduction into the cavity 8.
- the elongated piece 13 making up the anchoring end 7 has, at least locally, an oval transverse section and is borne by the stabilising element 5 in such a way as to have a reduced transverse dimension in the direction D of introduction into the cavity 8.
- the assembly device according to the invention ( Figures 3 and 4) comprises bearing surfaces 110 for, at least in an elastic manner, locking of the rotation of the anchoring end 7 about the axis 12 substantially orthogonal to the face 10 of the panel 2.
- the bearing surfaces 110 for locking are formed by the faces 110 of cavities 111 made in the second chamber 1 1 for receiving the ends 138 of the elongated piece 13 under the effect of traction exerted upon the stabilising element 5 after the rotation of the said anchoring end 7 about an axis 12 substantially orthogonal to the face 10 of the panel 2 into which the cavity 8 opens up.
- the assembly device comprises a wall 100 which makes up a casing 101 able to reserve the cavity 8 during casting of the panel 2 in a castable material 200.
- the panel units 2 are made of concrete 200 and are reinforced with structural elements 201. It is also to be noted that, in the assembly device according to the invention, the casing 101 has surfaces 102 of support for, and connection to, structural surfaces 201 belonging to the panel 2 which it must equip.
- the surfaces 102 of support for, and connection to, structural elements 201 of the panel 2 are disposed so as to allow assembly through simple elastic fitting on the structural elements 201 of the panel 2.
- the assembly device of the invention is intended for use in a panel 2 which comprises at least two parallel structural elements 201 disposed with a predetermined spacing value "E".
- the elongated piece 13 has a longitudinal dimension "L1 " greater than the predetermined spacing value "E" of the parallel structural elements 201.
- the assembly device of the invention is also intended for use in a panel 2 which comprises at least two parallel structural elements 201 disposed with a predetermined spacing value "E" and :
- the elongated piece 13 has a longitudinal dimension "L1 " greater than the predetermined spacing value "E" of the parallel structural elements 201 ,
- the said assembly device comprises a wall 100 which makes up a casing 101 able to reserve the cavity 8 during casting of the panel 2 in a castable material 200,
- the bearing surfaces 110 of the casing 101 are disposed in such a way that each can be placed behind one of the two structural elements 201 disposed with a predetermined spacing value "E".
- the assembly device of the invention allows the elongated piece 13 to be indirectly supported or retained by the structural element of the panel unit.
- the casing 101 can be made of a polymeric material, but one skilled in the art is able to choose an appropriate material with non- corrosive and/or inoxidizable features.
Landscapes
- 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)
Abstract
Description
Claims
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/CH2001/000420 WO2003004781A1 (en) | 2001-07-05 | 2001-07-05 | Assembly device for use in reinforced soil construction |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1402120A1 true EP1402120A1 (en) | 2004-03-31 |
Family
ID=4358220
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01942952A Withdrawn EP1402120A1 (en) | 2001-07-05 | 2001-07-05 | Assembly device for use in reinforced soil construction |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1402120A1 (en) |
WO (1) | WO2003004781A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB0515416D0 (en) | 2005-07-27 | 2005-08-31 | Linear Composites Ltd | Ground reinforcement |
FR2959761B1 (en) * | 2010-05-07 | 2013-06-28 | Terre Armee Int | CONTINUOUS SEALING FOR CIVIL ENGINEERING |
EP2852709B1 (en) | 2012-05-22 | 2016-04-27 | VSL International AG | Reinforced earth |
KR101528238B1 (en) * | 2014-12-11 | 2015-06-11 | 주식회사 한포스 | Installing method of reinforcing strip for reinforced earth wall |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
HU182851B (en) * | 1978-06-16 | 1984-03-28 | Betonutepitoe Vallalat | Prop member for sustaining walls of reinforced soil type closing built earthworks |
GB9720632D0 (en) * | 1997-09-29 | 1997-11-26 | Price Douglas P | Soil reinforcement |
-
2001
- 2001-07-05 WO PCT/CH2001/000420 patent/WO2003004781A1/en not_active Application Discontinuation
- 2001-07-05 EP EP01942952A patent/EP1402120A1/en not_active Withdrawn
Non-Patent Citations (1)
Title |
---|
See references of WO03004781A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2003004781A1 (en) | 2003-01-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3425228A (en) | Fabric forms for concrete structures | |
AU733745B2 (en) | Soil reinforcement | |
WO2003004781A1 (en) | Assembly device for use in reinforced soil construction | |
US5222342A (en) | Component elements of protecting structures against erosion and process for assembling and placing the protection structure | |
JP3689835B2 (en) | Civil engineering structure | |
KR100554946B1 (en) | Reinforced retainaing wall | |
KR200259045Y1 (en) | A covering block of the inclined plane for a river bank. | |
JPH02243822A (en) | Reinforced soil retaining wall | |
WO2020200331A1 (en) | Construction component | |
GB2068434A (en) | Concrete block | |
KR200163588Y1 (en) | Geogrid for an embankment rainforcement work | |
KR101385169B1 (en) | divided anchor | |
WO1997017498A1 (en) | New armatures and reinforcement system for stabilizing masses of earth | |
KR100649120B1 (en) | Reinforced retainaing wall | |
KR200339476Y1 (en) | Reinforced retainaing wall | |
JPH0323701B2 (en) | ||
JP2002180480A (en) | Revetment structure for resisting lateral flow | |
SU1747608A2 (en) | Landslide protection structure | |
KR200338825Y1 (en) | Wire cylinder panel coupling device | |
KR200266832Y1 (en) | A prevention fence of landslide | |
JPS59365Y2 (en) | Kenchikuyouhouwaku block | |
WO2023177322A1 (en) | Shaping element for a reinforced soil structure | |
JPS6250535A (en) | Block for culvert | |
KR20050078674A (en) | Coupling device and block for a revetment | |
KR200349732Y1 (en) | Coupling device and block for a revetment |
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: 20030213 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
17Q | First examination report despatched |
Effective date: 20040316 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: DOMAGE, JEAN-BAPTISTE Inventor name: MONDON, JEAN-YVES |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20050223 |