WO2009156770A2 - Elastic construction foundation method. - Google Patents

Elastic construction foundation method. Download PDF

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Publication number
WO2009156770A2
WO2009156770A2 PCT/GR2009/000042 GR2009000042W WO2009156770A2 WO 2009156770 A2 WO2009156770 A2 WO 2009156770A2 GR 2009000042 W GR2009000042 W GR 2009000042W WO 2009156770 A2 WO2009156770 A2 WO 2009156770A2
Authority
WO
WIPO (PCT)
Prior art keywords
shall
project
bearing surface
construction
following
Prior art date
Application number
PCT/GR2009/000042
Other languages
English (en)
French (fr)
Other versions
WO2009156770A9 (en
Inventor
Ioannis Kisanakis
Original Assignee
Ioannis Kisanakis
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 Ioannis Kisanakis filed Critical Ioannis Kisanakis
Priority to CA2725553A priority Critical patent/CA2725553A1/en
Priority to US12/993,300 priority patent/US20110061315A1/en
Priority to EP09769611A priority patent/EP2382358A2/en
Priority to MX2010014451A priority patent/MX2010014451A/es
Priority to CN2009801228366A priority patent/CN102066669A/zh
Priority to JP2011515637A priority patent/JP2011525949A/ja
Priority to AU2009263936A priority patent/AU2009263936A1/en
Publication of WO2009156770A2 publication Critical patent/WO2009156770A2/en
Publication of WO2009156770A9 publication Critical patent/WO2009156770A9/en
Priority to ZA2011/00315A priority patent/ZA201100315B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/30—Foundations made with permanent use of sheet pile bulkheads, walls of planks, or sheet piling boxes

Definitions

  • the anti-seismic bearing surface is constructed by reinforced concrete in several modes ["ran tie” (invert) slab] or [invert beam slab] or cube and connecting beam slab]. It may be single or dividable slab with thickness and reinforcement in compliance with the static design and the dimensions and form of the building to be constructed and depending on the soil.
  • connecting mechanisms shall be positioned, figure S1 , between the bearing surface and the structure to be erected consisting of bundle wire rope, technically treated according to the instructions of the static design.
  • Figure 1 The wire features ⁇ cross-section, dimensions, wires density ⁇ may vary.
  • the wire rope strands can be easily fixed on the horizontal and vertical reinforcement iron members, following completion thereof by means of forks made of appropriate iron.
  • the rubber insulators in ring or cubic shape should be positioned, figure E1 , the composition, dimensions and hardness of which vary depending on the project.
  • Figure 2. The remainder of the project surface must be filled by its half or up to the entire ring or cube height with cell cushions made of recycled, technically treated, old vehicle tires, figure E2 & figure E3 to the effect of utilizing raw materials, which following temporary use were useless until now, on the one hand; and on the other, for enhancing construction elasticity.
  • Figure 1 Construction of the anti-seismic insulation bearing surface along with the base plate & the construction connecting mechanisms.
  • Figure 4 Filling of cells with sand in order to create a working surface for any construction type.
  • Figure S1. Connecting mechanism of a bundle wire rope.
  • Figure E Shape of insulator rubber cube or ring
  • Figure E2 Shape of recycled tire cell cushion that shall cover the bearing insulation surface peripherally as well between the columns ⁇ under the beams of project to be constructed ⁇ .
  • Figure E Shape of recycled tire cell cushions for filling the remaining space of the bearing surface.
  • the construction frame thickness shall be reduced as the height increases and shall therefore become lighter ⁇ . (The artificial soil shall be definitely better than the existing soil ⁇ .
  • the elastic foundation method shall benefit a large number of building structures. Independent houses, 2-storey and three-storey buildings, even taller buildings may benefit from it, but it will certainly benefit schools and school complexes as well as small hotel units. Finally, the application range depends clearly on the adoption of the method, along with the benefits arising there from, which shall compensate any financial burden that may occur, depending on the project.
  • the insulation support surface thickness as well as the insulation thickness shall be calculated, so that the method may be implemented following excavations, when the following are obtained:
  • the insulators figure E1 are positioned on the connecting mechanisms that protrude from the insulation bearing surface in order to protect said mechanism against erosion and provide uniform shock-proof behavior to the supports because of the compact and of relatively homogeneous stiffness insulator composition.
  • Figure 2. 4 On the perimeter of the insulation bearing surface and from one insulator to the other ⁇ from one strut straight to another strut ⁇ the cell cushions shall be positioned, figure E2, at the points where the strut bearing beams of the structure to be made shall be positioned, and there is the greatest need of uniform loading and reduced settlement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural 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)
  • Environmental & Geological Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Foundations (AREA)
  • Working Measures On Existing Buildindgs (AREA)
PCT/GR2009/000042 2008-06-27 2009-06-19 Elastic construction foundation method. WO2009156770A2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
CA2725553A CA2725553A1 (en) 2008-06-27 2009-06-19 Elastic construction foundation method
US12/993,300 US20110061315A1 (en) 2008-06-27 2009-06-19 Elastic construction foundation method
EP09769611A EP2382358A2 (en) 2008-06-27 2009-06-19 Elastic construction foundation method.
MX2010014451A MX2010014451A (es) 2008-06-27 2009-06-19 Metodo de cimentacion elastica para la construccion.
CN2009801228366A CN102066669A (zh) 2008-06-27 2009-06-19 用于弹性建筑地基的方法
JP2011515637A JP2011525949A (ja) 2008-06-27 2009-06-19 弾性建造基礎構築法
AU2009263936A AU2009263936A1 (en) 2008-06-27 2009-06-19 Elastic construction foundation method.
ZA2011/00315A ZA201100315B (en) 2008-06-27 2011-01-12 Elastic construction foundation method

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GR20080100430A GR1006394B (el) 2008-06-27 2008-06-27 Μεθοδος ελαστικης θεμελιωσης κατασκευων
GR2008100430 2008-06-27

Publications (2)

Publication Number Publication Date
WO2009156770A2 true WO2009156770A2 (en) 2009-12-30
WO2009156770A9 WO2009156770A9 (en) 2010-04-08

Family

ID=40792561

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GR2009/000042 WO2009156770A2 (en) 2008-06-27 2009-06-19 Elastic construction foundation method.

Country Status (9)

Country Link
US (1) US20110061315A1 (zh)
EP (1) EP2382358A2 (zh)
KR (1) KR20110038050A (zh)
CN (1) CN102066669A (zh)
AU (1) AU2009263936A1 (zh)
CA (1) CA2725553A1 (zh)
GR (1) GR1006394B (zh)
WO (1) WO2009156770A2 (zh)
ZA (1) ZA201100315B (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469724A (zh) * 2012-06-08 2013-12-25 辽宁省交通规划设计院 一种带可控沉降的基础体系的钢构桥梁及其施工方法

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8789317B2 (en) * 2012-01-17 2014-07-29 James L. CHEH Method for forming a double-curved structure and double-curved structure formed using the same
CN103015747B (zh) * 2012-12-21 2014-10-22 昆山生态屋建筑技术有限公司 全组装整体灌注复合式房屋及其建造方法
CN103088992B (zh) * 2013-01-25 2015-04-29 中国建筑第八工程局有限公司 高层建筑大型设备浮动地台及施工方法
WO2015145337A1 (en) * 2014-03-24 2015-10-01 Chiappini Massimo Composite foundations for seismic protection of building constructions

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US5172528A (en) * 1991-10-15 1992-12-22 Clarke Paul H Building construction incorporating recycling tires
US6192649B1 (en) * 1995-05-12 2001-02-27 General Electric Company Elastomeric seismic isolation of structures and components
US6401420B1 (en) * 1997-11-24 2002-06-11 Darwin Aldis Salls Tire recycling/disposal system and tire recycling/disposal annulet cylinder or construction block
JPH11264262A (ja) * 1998-03-16 1999-09-28 Tsutomu Mizuno 小規模建築物用免震装置
WO2002018119A2 (en) * 2000-09-01 2002-03-07 Yoder Sheldon V Dynamic flexible extruding building method and apparatus and construction material used therewith
ES2169683B1 (es) * 2000-09-22 2003-12-01 Innovacion Y Diseno Orovay S L Disposicion modular de protecccion antiseismos aplicable en la construccion de edificios y similares.
WO2003048461A1 (en) * 2001-12-05 2003-06-12 Ecoflex Australia Pty Limited Improved foundation void former unit
US6862848B1 (en) * 2002-07-22 2005-03-08 Anna F Lang Method and apparatus for reducing earthquake damage in developing nations using recycled tires
JP4222812B2 (ja) * 2002-11-05 2009-02-12 宏和 竹宮 防振工法
AU2003297728A1 (en) * 2002-12-09 2004-06-30 Sanders Design International, Inc. Siesmic sensitive mass motion power converter for protecting structures from earthquakes
NZ524611A (en) * 2003-03-07 2005-09-30 Robinson Seismic Ltd Bearing assembly with sliding member between upper and lower bearing seats with elastic self-centering sleeve around seats
US20050155297A1 (en) * 2004-01-20 2005-07-21 Eugenio Aburto Ponce Massive construction system using rock masonry
WO2005100712A2 (en) * 2004-04-13 2005-10-27 Shaw Reece F Article of manufacture for building structures made from precast concrete units and process for making structural system
US7234897B2 (en) * 2004-12-27 2007-06-26 Vincent Paul Conroy Area earthquake defense system
US20090056243A1 (en) * 2007-08-30 2009-03-05 Sneed Terryle L Method and apparatus for retrofitting existing escalator systems
US7993080B2 (en) * 2007-09-27 2011-08-09 Prs Mediterranean Ltd. Earthquake resistant earth retention system using geocells
US8627623B2 (en) * 2009-02-25 2014-01-14 Michael Leonard Modular foundation system and method
US8353134B2 (en) * 2009-04-07 2013-01-15 Tongji University Grouted tubular energy-dissipation unit
US8555587B2 (en) * 2010-05-11 2013-10-15 Mitek Holdings, Inc. Restoration anchoring system
CN102296859B (zh) * 2010-06-22 2013-07-17 吴全忠 可瞬间启动免震机制的免震建筑结构

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103469724A (zh) * 2012-06-08 2013-12-25 辽宁省交通规划设计院 一种带可控沉降的基础体系的钢构桥梁及其施工方法
CN103469724B (zh) * 2012-06-08 2016-01-06 辽宁省交通规划设计院 一种带可控沉降的基础体系的钢构桥梁及其施工方法

Also Published As

Publication number Publication date
KR20110038050A (ko) 2011-04-13
US20110061315A1 (en) 2011-03-17
GR1006394B (el) 2009-05-13
ZA201100315B (en) 2011-10-26
CA2725553A1 (en) 2009-12-30
WO2009156770A9 (en) 2010-04-08
AU2009263936A1 (en) 2009-12-30
CN102066669A (zh) 2011-05-18
EP2382358A2 (en) 2011-11-02

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