AU6600100A - Foundation, and also method for its production - Google Patents
Foundation, and also method for its productionInfo
- Publication number
- AU6600100A AU6600100A AU66001/00A AU6600100A AU6600100A AU 6600100 A AU6600100 A AU 6600100A AU 66001/00 A AU66001/00 A AU 66001/00A AU 6600100 A AU6600100 A AU 6600100A AU 6600100 A AU6600100 A AU 6600100A
- Authority
- AU
- Australia
- Prior art keywords
- elements
- pretensioning
- foundation
- sockets
- anchors
- 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.)
- Abandoned
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/26—Compacting soil locally before forming foundations; Construction of foundation structures by forcing binding substances into gravel fillings
-
- 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
Abstract
Foundation, and method for the production of such a foundation. It is proposed that it be based on prefabricated concrete elements. The elements consist of base elements (2) and end elements (4). Each element is provided with two sockets for receiving pretensioning cables (6), which sockets are situated at a distance from each other, viewed in the vertical direction, and extend over the full length of the element. End elements are provided with further sockets relating to the other direction in which such end elements extend. After the elements have been placed against each other in the form of a closed curve, the tensioning cables are fitted in the sockets concerned and pretensioning is applied by means of pretensioning anchors comprising pretensioning nuts. Thereafter, the pretensioning anchors are sealed off relative to the environment, and the foundation is ready for use.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL1012815 | 1999-08-12 | ||
NL1012815A NL1012815C2 (en) | 1999-08-12 | 1999-08-12 | Foundation as well as method for manufacturing it. |
PCT/NL2000/000562 WO2001012907A1 (en) | 1999-08-12 | 2000-08-11 | Foundation, and also method for its production |
Publications (1)
Publication Number | Publication Date |
---|---|
AU6600100A true AU6600100A (en) | 2001-03-13 |
Family
ID=19769727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AU66001/00A Abandoned AU6600100A (en) | 1999-08-12 | 2000-08-11 | Foundation, and also method for its production |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1208270B1 (en) |
AT (1) | ATE282116T1 (en) |
AU (1) | AU6600100A (en) |
DE (1) | DE60015772T2 (en) |
NL (1) | NL1012815C2 (en) |
WO (1) | WO2001012907A1 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2424334C (en) * | 2000-09-27 | 2008-07-22 | Allan P. Henderson | Perimeter weighted foundation for wind turbines and the like |
SE527708C2 (en) * | 2004-10-06 | 2006-05-16 | Skanska Sverige Ab | Foundation structure for building has frame and self-supporting insulator which respectively provide main static load-bearing capacity and main insulating capacity of slab |
WO2010099354A2 (en) * | 2009-02-25 | 2010-09-02 | Greenhouse Technology Licensing Corporation | Modular foundation system and method |
JP6898626B2 (en) * | 2015-07-09 | 2021-07-07 | 大和ハウス工業株式会社 | Precast concrete foundation |
JP6594683B2 (en) * | 2015-07-09 | 2019-10-23 | 大和ハウス工業株式会社 | Precast concrete foundation |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2352250A1 (en) * | 1973-10-18 | 1975-04-30 | Leon Eugenie Daniel Dompas | STRUCTURE WITH VERTICAL STRUCTURAL WALLS AND HORIZONTAL CEILINGS |
GB2035433A (en) | 1978-10-25 | 1980-06-18 | Hill R | Concrete container for liquid |
JPS58127835A (en) * | 1982-01-25 | 1983-07-30 | Natl House Ind Co Ltd | Foundation structure |
JP2581909B2 (en) * | 1986-06-14 | 1997-02-19 | 積水ハウス 株式会社 | Foundation method in soft ground |
JPH0235136A (en) * | 1988-07-25 | 1990-02-05 | Kokudo Kensetsu Kk | Precast and prestressed concrete low-story house and its manufacture |
GB8902712D0 (en) * | 1989-02-07 | 1989-03-30 | Econ Group Ltd | Improvements relating to road working apparatus |
JP2501164B2 (en) * | 1991-06-20 | 1996-05-29 | 邦博 西村 | Unit type cloth foundation |
JP2977367B2 (en) * | 1992-04-30 | 1999-11-15 | ミサワホーム株式会社 | Precast concrete block foundation for modular buildings |
-
1999
- 1999-08-12 NL NL1012815A patent/NL1012815C2/en not_active IP Right Cessation
-
2000
- 2000-08-11 DE DE60015772T patent/DE60015772T2/en not_active Expired - Fee Related
- 2000-08-11 EP EP00953576A patent/EP1208270B1/en not_active Expired - Lifetime
- 2000-08-11 AU AU66001/00A patent/AU6600100A/en not_active Abandoned
- 2000-08-11 AT AT00953576T patent/ATE282116T1/en not_active IP Right Cessation
- 2000-08-11 WO PCT/NL2000/000562 patent/WO2001012907A1/en active Search and Examination
Also Published As
Publication number | Publication date |
---|---|
EP1208270B1 (en) | 2004-11-10 |
ATE282116T1 (en) | 2004-11-15 |
DE60015772D1 (en) | 2004-12-16 |
WO2001012907A1 (en) | 2001-02-22 |
DE60015772T2 (en) | 2005-11-03 |
EP1208270A1 (en) | 2002-05-29 |
NL1012815C2 (en) | 2001-02-13 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
MK6 | Application lapsed section 142(2)(f)/reg. 8.3(3) - pct applic. not entering national phase |