WO2010002285A2 - Monolithic foundation system with homopolymer/resistan aggregate pavement with a semi -continuous configuration - Google Patents
Monolithic foundation system with homopolymer/resistan aggregate pavement with a semi -continuous configuration Download PDFInfo
- Publication number
- WO2010002285A2 WO2010002285A2 PCT/PT2009/000039 PT2009000039W WO2010002285A2 WO 2010002285 A2 WO2010002285 A2 WO 2010002285A2 PT 2009000039 W PT2009000039 W PT 2009000039W WO 2010002285 A2 WO2010002285 A2 WO 2010002285A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- foundation
- pavement
- load transfer
- joint
- polystyrene blocks
- Prior art date
Links
- 229920001519 homopolymer Polymers 0.000 title claims abstract description 6
- 238000012546 transfer Methods 0.000 claims abstract description 23
- 239000004793 Polystyrene Substances 0.000 claims abstract description 12
- 229920002223 polystyrene Polymers 0.000 claims abstract description 12
- 238000009415 formwork Methods 0.000 claims abstract description 10
- 238000005452 bending Methods 0.000 claims abstract description 9
- 239000004568 cement Substances 0.000 claims abstract description 8
- 230000006835 compression Effects 0.000 claims abstract description 5
- 238000007906 compression Methods 0.000 claims abstract description 5
- 239000004794 expanded polystyrene Substances 0.000 claims abstract description 4
- 230000006698 induction Effects 0.000 claims abstract description 3
- 239000000463 material Substances 0.000 claims description 13
- 238000013461 design Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 3
- 239000013043 chemical agent Substances 0.000 claims description 2
- 239000003085 diluting agent Substances 0.000 claims description 2
- 239000011810 insulating material Substances 0.000 claims description 2
- 238000009413 insulation Methods 0.000 claims description 2
- 239000004033 plastic Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 239000002689 soil Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 4
- 230000008602 contraction Effects 0.000 description 4
- 238000007689 inspection Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 230000001143 conditioned effect Effects 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000004381 surface treatment Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000000181 anti-adherent effect Effects 0.000 description 1
- 239000003911 antiadherent Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000254 damaging effect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000001033 granulometry Methods 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
Definitions
- This invention relates to a monolithic foundation system with homopolymer/resistant aggregate pavement with a semi -continuous configuration, more specifically to a semi- continuous cement concrete pavement having joints formed by load transfer plates, with a structural strength which, by itself, absorbs, degrades and transmit loads, while withstanding the forces exerted thereon as well as the abrasion caused thereby, without differential settlements on the joint axis, also serving as a wearing course, the said pavement being laid on a foundation which is independent of the natural soil and acting as both a base and a sub-base .
- rigid pavements also comply with well-established rules.
- the standards usually considered for determining the pavement characteristics are closely related to aspects such as traffic, loads, sub-bed support and drainage.
- One of the main problems to be solved is the differential settlements between adjacent concrete slabs in pavements laid on elastic soils.
- load transfer elements are considered which minimize the loads projected on the foundation and prevent the settlement of the slabs.
- Another problem to be solved in the design of a rigid cement concrete pavement concerns the sealing of the joints between slabs.
- the basic function of the sealing of the induction slot in the joints of a concrete pavement is to prevent the intrusion of water and incompressible solid materials, such as sand, small stones and other foreign substances.
- Water infiltration through the joint has damaging effects on the durability of a pavement, essentially because it is the main cause of pumping, which consists of the deterioration of the foundation layer by expulsion of the grindings of which it is constituted, meaning that the board becomes unprotected and thus subject to degradation (this being known as the pumping phenomenon) .
- an object of the invention is the use of a semi-continuous cement concrete pavement having joints formed by load transfer plates, with a structural strength which, by itself, absorbs, degrades and transmits loads, while withstanding the forces exerted thereon as well as the abrasion caused thereby, without differential settlements on the joint axis, also serving as a wearing course, the said pavement being laid on a foundation which is independent of the natural soil and acting as both a base and a sub-base for supporting the said semi-continuous concrete pavement .
- the load transfer elements used by the system of the invention are basically the elements of prior art disclosed in Portuguese patent no. 102947, to which improvements have been made so that the use of polystyrene blocks in the foundations is permitted.
- Patent PT 102947 is herein incorporated for reference purposes .
- Figure 1 is a schematic illustration of the system of the invention
- Figure 2 is a schematic illustration of an expansion and contraction joint
- Figure 3 is a schematic illustration of a construction j oint ;
- FIG. 4 is another schematic illustration of the system of the invention.
- FIG. 5 is a perspective view of the load transfer plate of the system of the invention.
- Figure 6 is a main elevation of the load transfer plate of the system of the invention.
- an appropriate foundation Prior to pavement concreting, an appropriate foundation is built to receive the area of the pavement to be concreted, being comprised of several strips, each of them being formed by a sequence of slabs. In turn, the slabs must be confined by a formwork. Finally, the concreting of the slabs is carried out.
- the foundation (1) is obtained by the application of high-density expanded polystyrene blocks which, as a homopolymer, remains stable throughout the useful life of the system and, in terms of its technical specifications (density, deformation modulus) , has a steady behaviour without modification of the Westergaard modulus: K/cm 3 .
- the foundation (1) ensures the carrying capacity of the overall structure and must be designed to that end.
- the polystyrene blocks having densities and dimensions according to the design are laid over the natural soil (2) . Surface levelling errors should not exceed 5 mm in a 3 m ruler. In order to obtain an appropriate formwork, it is not necessary to fill it with inert materials of various granulometries and with possible frames, as is the case in prior art .
- base and sub-base foundation (1) used in the system of the invention since it is formed by high- density expanded polystyrene, it has specific technical characteristics which remain unaltered throughout the useful life of this material and which are essentially the following :
- polystyrene blocks replaces the base and sub-base of conventional foundations. These blocks also provide a formwork which is suitable for a continuous concreting.
- the level of the formworks will be according to the initial design elevation. Horizontal tolerance will be between 1 and 2 cm in length. The length of the formwork elements is limited in order to allow levelling and layout according to the design elevation.
- the pavement (3) After the laying of the foundation (1) and consequently the formwork, the pavement (3) can be concreted according to the established work specification.
- the concreting process comprises the following steps :
- the layout of the longitudinal profile will be realized on site with the aid of topographic precision instruments.
- the prescribed levels are verified by stakes placed solidly in the ground, outside the concreting corridor, at maximum intervals of 50 m, so that a rigorous longitudinal profile is formed parallel to the final elevation of the slab to be executed. In the case of curves, the distance between the stakes is reduced in order to exactly follow the profile of the design.
- the placing of the stakes must be carried out at least one day before the concreting operation. Unless there is a local impediment, to be recognized by the inspection authority, the preparation of the joints and the placement of the load transfer plates should precede the concreting by a distance of around 50 m, in order to ensure continuous implementation .
- the foundation In order to prevent any water absorption from the concrete to the foundation (1) , the foundation should be always covered with a sliding complex of approximately 0.2 mm and coverings of 20 cm.
- composition of the concrete will be sent to the inspection authority to be approved thereby. It must be in compliance with the pre-established conditions for each specific project.
- Manufacturing will preferably take place at the construction site and the equipment will have sufficient capacity to ensure a continuous laying operation.
- the type of transport will be subject to approval by the inspection authority, whether in a cement truck mixer or in a dump truck.
- the concrete may be laid and hand vibrated with a vibrating needle.
- All the edges of the slabs along the formworks will have to be vibrated using a needle vibrator. Atmospheric conditions Concreting will not be permitted during days of heavy rain.
- the surface treatment of the coating will be made by brushing the fresh concrete with brushes previously approved by the inspection authority.
- All the transverse and longitudinal joints are provided with load transfer plates .
- Contraction and expansion joints are according to figure 2.
- the sawing depth is of at least 2 cm.
- the construction joints are established at the end of each daily production or in the case of interruption of the concreting operation. As can be observed, the face of the joint must be flat and perpendicular to the surface of the coating. As soon as the concreting operation is restarted, the said joints are placed concrete against concrete, the face of the preceding slab being bathed with an anti-adherent agent, such as Antisol, in order to provide an effective separation.
- the pavement generically illustrated as (3) is formed by several slabs (4) which are provided with load transfer plates (5) .
- the said plates (5) are comprised of two anchors (6) with two rebars (7) for alignment of a joint inductor (8), and a ball joint (9) which, at the load support moment, rotates anticlockwise and, at the support moment generated by the load transfer plates (5) , performs a clockwise movement.
- This ball joint (9) is positioned under the joint inductor (8) and its centre is aligned with the vertical axis of the joint formed by the said inductor (8) .
- the said ball joint (9) releases the concrete slabs (4) from stress caused by bending/traction at the moment of load transfer, allowing the foundation (1) to be unaffected by bending moments resulting from the load and thus making the slab (4) work essentially with compression stress, thereby ensuring a safety coefficient much higher than the normal one and a long life of the foundation (1) of the slab (4) .
- the ball joint (9) releasing the concrete slabs (4) from stress caused by bending/traction at the moment of load transfer will thus allow the said concrete slabs (4) to work for a longer period of time with compression, i.e. releasing them from permanent stress and filtering most of the vibrations caused by rolling loads.
- the said slabs (4) will be subject to:
- this invention relates to a pavement (3) which has been successfully tested in all kinds of adverse conditions, having now a new conception of supports for joints, which consists of providing the load transfer plates (5) with ball joints (9) which, as previously mentioned, release the concrete slabs (4) from stress caused by bending/traction at the moment of load transfer, allowing the foundation (1) to remain unaffected by bending moments resulting from the load and thus making the slab (4) work essentially with compression stress.
- the ball joints (9) that foundations (1) with polystyrene blocks can be obtained. Joint sealing is required for protecting the foundation (1) against chemical agents/diluents.
- the foundation (1) must be coated along its upper and lateral parts with a plastic material .
- This material allows a reduction from about 2.5 to 0.5 in the friction coefficient of the slab (4) concrete when contracting and it also insulates the polystyrene blocks against any chemical attack resulting from spillages on the pavement surface (3) .
Landscapes
- Engineering & Computer Science (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)
- Road Paving Structures (AREA)
- Foundations (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (11)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BRPI0915370A BRPI0915370B1 (en) | 2008-07-04 | 2009-07-03 | homopolymer monolithic foundation system / sturdy aggregate floor in semicontinuous configuration |
RU2010154175/03A RU2509841C2 (en) | 2008-07-04 | 2009-07-03 | Monolithic system of base with resistant composite coating from homopolymer having semi-continuous configuration |
CA2729779A CA2729779A1 (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with homopolymer/resistant aggregate pavement with a semi-continuous configuration |
EP09773818.1A EP2356287B1 (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system |
JP2011516199A JP2012503112A (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with durable aggregate pavement with homopolymer / semi-continuous structure |
US13/002,560 US20110170950A1 (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with homopolymer/ressistannt aggregate pavement with a semi-continuous configuration |
AU2009266512A AU2009266512A1 (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with homopolymer/resistan aggregate pavement with a semi -continuous configuration |
CN200980131914.9A CN102388189B (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with homopolymer/resistan aggregate pavement with a semi -continuous configuration |
UAA201015968A UA101505C2 (en) | 2008-07-04 | 2009-07-03 | Monolithic pavement with homopolymer/resistant composite road pavement with cross and long joints |
MA33478A MA32430B1 (en) | 2008-07-04 | 2010-12-31 | Homogeneous grounding system with homogeneous polymer floor cover |
IL210422A IL210422A (en) | 2008-07-04 | 2011-01-02 | Monolithic foundation system with homopolymer/resistant aggregate pavement with a semi - continuous configuration |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PTPT104125 | 2008-07-04 | ||
PT104125A PT104125B (en) | 2008-07-04 | 2008-07-04 | MONOLITHIC SYSTEM OF FOUNDATION IN HOMOPOLÍMERO / PAVIMENTO IN RESISTANT AGGREGATES IN SEMI-CONTINUOUS CONFIGURATION |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2010002285A2 true WO2010002285A2 (en) | 2010-01-07 |
WO2010002285A3 WO2010002285A3 (en) | 2012-03-08 |
Family
ID=41064548
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/PT2009/000039 WO2010002285A2 (en) | 2008-07-04 | 2009-07-03 | Monolithic foundation system with homopolymer/resistan aggregate pavement with a semi -continuous configuration |
Country Status (18)
Country | Link |
---|---|
US (1) | US20110170950A1 (en) |
EP (1) | EP2356287B1 (en) |
JP (1) | JP2012503112A (en) |
KR (1) | KR20110038669A (en) |
CN (1) | CN102388189B (en) |
AU (1) | AU2009266512A1 (en) |
BR (1) | BRPI0915370B1 (en) |
CA (1) | CA2729779A1 (en) |
CL (1) | CL2011000003A1 (en) |
CO (1) | CO6341497A2 (en) |
EC (1) | ECSP11010799A (en) |
IL (1) | IL210422A (en) |
MA (1) | MA32430B1 (en) |
PE (1) | PE20110234A1 (en) |
PT (2) | PT104125B (en) |
RU (1) | RU2509841C2 (en) |
UA (1) | UA101505C2 (en) |
WO (1) | WO2010002285A2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10352004B2 (en) * | 2014-05-28 | 2019-07-16 | MOREIRA SERRO, Afonso | Load transmission device |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108642986B (en) * | 2018-07-25 | 2023-11-07 | 辽宁工程技术大学 | Anchor cable structure for controlling uneven settlement of half-dike half-cut base and construction method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
PT102947A (en) | 2003-05-08 | 2004-11-30 | Adelino Augusto Tavares | MACHINE FOR PHYSIOTHERAPY AND REHABILITATION |
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US2045089A (en) * | 1933-08-30 | 1936-06-23 | Charles E Kyte | Expansion joint |
US2125857A (en) * | 1934-06-02 | 1938-08-02 | Albert C Fischer | Paving and expansion joint structure |
US2108393A (en) * | 1935-07-01 | 1938-02-15 | Truscon Steel Co | Dowel means for roadway expansion joints |
US2093718A (en) * | 1935-12-04 | 1937-09-21 | Fremont Wynne Oscar | Joint construction |
US2201824A (en) * | 1938-01-15 | 1940-05-21 | American Steel & Wire Co | Pavement joint |
US2355771A (en) * | 1939-11-27 | 1944-08-15 | Texas Foundries Inc | Load transfer device and tie bar |
US2509663A (en) * | 1945-03-28 | 1950-05-30 | Texas Foundries Inc | Load transfer device |
US2482836A (en) * | 1945-09-28 | 1949-09-27 | American Steel & Wire Co | Transload device |
US3194350A (en) * | 1963-05-21 | 1965-07-13 | Kelsey Hayes Co | Automatic adjuster for disk brakes |
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JPS6233761Y2 (en) * | 1979-10-29 | 1987-08-29 | ||
JPS60178006U (en) * | 1984-04-28 | 1985-11-26 | 澤田 三郎 | Slip bar for concrete structures |
US4648739A (en) * | 1985-03-20 | 1987-03-10 | Thomsen Bernard D | Load transfer cell assembly for concrete pavement transverse joints |
SU1414913A1 (en) * | 1987-01-21 | 1988-08-07 | А.В.Ярмолинска , О.М.Табачник и М.Ю.Барбанель | Seam for road or airfield paving |
JPH0452274Y2 (en) * | 1987-05-21 | 1992-12-09 | ||
JPH01105602U (en) * | 1988-01-08 | 1989-07-17 | ||
US4784516A (en) * | 1988-02-10 | 1988-11-15 | Harco Research, Inc. | Traffic bearing expansion joint cover and method of preparing same |
US5366319A (en) * | 1993-02-04 | 1994-11-22 | Kansas State University Research Foundation | Expansion joint assembly having load transfer capacity |
FR2747705B1 (en) * | 1996-04-18 | 1998-05-29 | Screg | LIGHT FILL |
RU2164976C1 (en) * | 1999-08-23 | 2001-04-10 | Открытое акционерное общество "Научно-исследовательский институт транспортного строительства (ЦНИИС)" | Movement joint of bridge roadway |
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US20040096645A1 (en) * | 2000-10-25 | 2004-05-20 | Hancy Leonard James | Floor structures |
US6460214B1 (en) * | 2001-03-27 | 2002-10-08 | Ming-Huang Chang | Vibration resistive instant responding roadway or bridge expansion joint and construction method of the same |
JP4192255B2 (en) * | 2003-07-23 | 2008-12-10 | 株式会社カネカ | Widened embankment structure |
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GB0325813D0 (en) * | 2003-11-05 | 2003-12-10 | Winter William | Sacrificial shutter |
JP4506316B2 (en) * | 2004-07-13 | 2010-07-21 | ナラサキ産業株式会社 | Road leveling structure |
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WO2007042050A1 (en) * | 2005-10-10 | 2007-04-19 | Nielsen Bjarne Oerum | Method and foundation system for the transfer and spreading of load from a building structure onto stable layers |
JP4528266B2 (en) * | 2006-02-03 | 2010-08-18 | ダウ化工株式会社 | Light-weight piece embankment structure |
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-
2008
- 2008-07-04 PT PT104125A patent/PT104125B/en active IP Right Revival
-
2009
- 2009-07-03 AU AU2009266512A patent/AU2009266512A1/en not_active Abandoned
- 2009-07-03 RU RU2010154175/03A patent/RU2509841C2/en active
- 2009-07-03 WO PCT/PT2009/000039 patent/WO2010002285A2/en active Application Filing
- 2009-07-03 JP JP2011516199A patent/JP2012503112A/en active Pending
- 2009-07-03 PE PE2011000003A patent/PE20110234A1/en active IP Right Grant
- 2009-07-03 CN CN200980131914.9A patent/CN102388189B/en not_active Expired - Fee Related
- 2009-07-03 UA UAA201015968A patent/UA101505C2/en unknown
- 2009-07-03 PT PT97738181T patent/PT2356287E/en unknown
- 2009-07-03 EP EP09773818.1A patent/EP2356287B1/en not_active Not-in-force
- 2009-07-03 US US13/002,560 patent/US20110170950A1/en not_active Abandoned
- 2009-07-03 CA CA2729779A patent/CA2729779A1/en not_active Abandoned
- 2009-07-03 KR KR1020117000829A patent/KR20110038669A/en not_active Application Discontinuation
- 2009-07-03 BR BRPI0915370A patent/BRPI0915370B1/en not_active IP Right Cessation
-
2010
- 2010-12-31 MA MA33478A patent/MA32430B1/en unknown
-
2011
- 2011-01-02 IL IL210422A patent/IL210422A/en active IP Right Grant
- 2011-01-04 CL CL2011000003A patent/CL2011000003A1/en unknown
- 2011-02-02 EC EC2011010799A patent/ECSP11010799A/en unknown
- 2011-02-03 CO CO11012633A patent/CO6341497A2/en active IP Right Grant
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
PT102947A (en) | 2003-05-08 | 2004-11-30 | Adelino Augusto Tavares | MACHINE FOR PHYSIOTHERAPY AND REHABILITATION |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10352004B2 (en) * | 2014-05-28 | 2019-07-16 | MOREIRA SERRO, Afonso | Load transmission device |
Also Published As
Publication number | Publication date |
---|---|
BRPI0915370B1 (en) | 2018-11-21 |
BRPI0915370A2 (en) | 2015-11-03 |
PT2356287E (en) | 2015-10-14 |
US20110170950A1 (en) | 2011-07-14 |
RU2010154175A (en) | 2012-08-10 |
UA101505C2 (en) | 2013-04-10 |
PT104125B (en) | 2010-05-28 |
PE20110234A1 (en) | 2011-04-11 |
JP2012503112A (en) | 2012-02-02 |
AU2009266512A1 (en) | 2010-01-07 |
CO6341497A2 (en) | 2011-11-21 |
CL2011000003A1 (en) | 2011-09-16 |
RU2509841C2 (en) | 2014-03-20 |
CN102388189B (en) | 2014-08-06 |
CA2729779A1 (en) | 2010-01-07 |
PT104125A (en) | 2010-01-04 |
ECSP11010799A (en) | 2011-07-29 |
CN102388189A (en) | 2012-03-21 |
IL210422A0 (en) | 2011-03-31 |
IL210422A (en) | 2013-11-28 |
EP2356287B1 (en) | 2015-06-03 |
WO2010002285A3 (en) | 2012-03-08 |
KR20110038669A (en) | 2011-04-14 |
EP2356287A2 (en) | 2011-08-17 |
MA32430B1 (en) | 2011-06-01 |
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