JPS55122916A - Method for building prestressed concrete-made pier foundation - Google Patents

Method for building prestressed concrete-made pier foundation

Info

Publication number
JPS55122916A
JPS55122916A JP3072679A JP3072679A JPS55122916A JP S55122916 A JPS55122916 A JP S55122916A JP 3072679 A JP3072679 A JP 3072679A JP 3072679 A JP3072679 A JP 3072679A JP S55122916 A JPS55122916 A JP S55122916A
Authority
JP
Japan
Prior art keywords
tension
pier foundation
foundation
pier
footing
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.)
Pending
Application number
JP3072679A
Other languages
Japanese (ja)
Inventor
Ryohei Kurosawa
Fumiya Oosugi
Keizo Tanabe
Hiroshi Terunuma
Original Assignee
Kurosawa Kensetsu Kk
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 Kurosawa Kensetsu Kk filed Critical Kurosawa Kensetsu Kk
Priority to JP3072679A priority Critical patent/JPS55122916A/en
Publication of JPS55122916A publication Critical patent/JPS55122916A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To provide a method for building robust pier foundation wherein high resistance against upward vertical load and horizontal shearing force are obtained through prestress which is provided by passing tension member through pier foundation, thus preventing buildings from collapsing for lack of durability of foundation.
CONSTITUTION: While pushing steel pipe 1 in the ground, inner earth and sand are dug out to form pier foundation hole 10, into which cage-shaped rods 5 for foundation pile are inserted. In this case, cage-shaped rods are prefitted with sheaths 6 in the longitudinal direction. Then, tension member 7 after being inserted into the sheath 6 is fitted with anchor plate at its lower end and temporarily fixed at its upper end. Concrete is placed in the hole 10 to form pier foundation pole 3, on which footing 4 and surface pole 9 are built. After applying a given prestress through tension of the tension material 7 on the upper end of the footing 4, the end is fitted to the pressure supporting plate 16 and grout is poured in sheaths 6.
COPYRIGHT: (C)1980,JPO&Japio
JP3072679A 1979-03-16 1979-03-16 Method for building prestressed concrete-made pier foundation Pending JPS55122916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3072679A JPS55122916A (en) 1979-03-16 1979-03-16 Method for building prestressed concrete-made pier foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3072679A JPS55122916A (en) 1979-03-16 1979-03-16 Method for building prestressed concrete-made pier foundation

Publications (1)

Publication Number Publication Date
JPS55122916A true JPS55122916A (en) 1980-09-22

Family

ID=12311652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3072679A Pending JPS55122916A (en) 1979-03-16 1979-03-16 Method for building prestressed concrete-made pier foundation

Country Status (1)

Country Link
JP (1) JPS55122916A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758724A (en) * 1980-09-27 1982-04-08 Takechi Koumushiyo:Kk In-situ prestressed concrete pile construction work
JPS59134228A (en) * 1983-01-20 1984-08-01 Ohbayashigumi Ltd Integration work of pile or continuous wall and footing
JPS6110622A (en) * 1984-06-26 1986-01-18 Hasegawa Komuten Co Ltd Method of constructing cast-in-place concrete pile
EP0793754A1 (en) * 1994-11-23 1997-09-10 Allan P.. Henderson Tensionless pier foundation
KR100899372B1 (en) 2007-07-13 2009-05-26 김정인 Connection method of micropile cap to existing concrete footing structure, reinforced method using same and structure thereof
US7618217B2 (en) 2003-12-15 2009-11-17 Henderson Allan P Post-tension pile anchor foundation and method therefor
CN102797263A (en) * 2012-08-27 2012-11-28 中国建筑第六工程局有限公司 Method for preparing replacement reducer single-pier composite foundation with reinforcing net sheets
CN104264667A (en) * 2014-09-10 2015-01-07 中建四局第六建筑工程有限公司 Construction method for pre-stress bamboo joint piles
CN104674833A (en) * 2015-03-24 2015-06-03 北京中水新能工程技术有限公司 Center entire-pressed infrastructure
ES2761655A1 (en) * 2018-11-19 2020-05-20 Nabrawind Tech Sl Foundation for a wind turbine tower (Machine-translation by Google Translate, not legally binding)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758724A (en) * 1980-09-27 1982-04-08 Takechi Koumushiyo:Kk In-situ prestressed concrete pile construction work
JPS6319650B2 (en) * 1980-09-27 1988-04-23 Takechi Komusho Kk
JPS59134228A (en) * 1983-01-20 1984-08-01 Ohbayashigumi Ltd Integration work of pile or continuous wall and footing
JPH0243848B2 (en) * 1983-01-20 1990-10-01 Obayashi Constr Co Ltd
JPS6110622A (en) * 1984-06-26 1986-01-18 Hasegawa Komuten Co Ltd Method of constructing cast-in-place concrete pile
EP0793754A1 (en) * 1994-11-23 1997-09-10 Allan P.. Henderson Tensionless pier foundation
EP0793754A4 (en) * 1994-11-23 2000-01-12 Allan P Henderson Tensionless pier foundation
US7618217B2 (en) 2003-12-15 2009-11-17 Henderson Allan P Post-tension pile anchor foundation and method therefor
KR100899372B1 (en) 2007-07-13 2009-05-26 김정인 Connection method of micropile cap to existing concrete footing structure, reinforced method using same and structure thereof
CN102797263A (en) * 2012-08-27 2012-11-28 中国建筑第六工程局有限公司 Method for preparing replacement reducer single-pier composite foundation with reinforcing net sheets
CN104264667A (en) * 2014-09-10 2015-01-07 中建四局第六建筑工程有限公司 Construction method for pre-stress bamboo joint piles
CN104674833A (en) * 2015-03-24 2015-06-03 北京中水新能工程技术有限公司 Center entire-pressed infrastructure
ES2761655A1 (en) * 2018-11-19 2020-05-20 Nabrawind Tech Sl Foundation for a wind turbine tower (Machine-translation by Google Translate, not legally binding)

Similar Documents

Publication Publication Date Title
DE69532510T2 (en) TENSION-FREE PILLAR FOUNDATION
US6672023B2 (en) Perimeter weighted foundation for wind turbines and the like
US7533505B2 (en) Pile anchor foundation
CN102444142B (en) Pile group column replacement expanded basement and construction method of same
US7416367B2 (en) Lateral force resistance device
US7326003B2 (en) Surface structures and methods thereof
US20050025577A1 (en) Novel surface structures and methods thereof
US5123209A (en) Earth engineering apparatus and method
US7033116B1 (en) Post-tensioned rammed earth construction
US4043133A (en) Structure and method of constructing and test-loading pile anchored foundations
CA2036832C (en) Pinned foundation system
CN201883438U (en) Pit-in-foundation-pit steel sheet pile foundation pit supporting structure
US4060994A (en) Process for providing a foundation pile for alternating compressive and tractive stresses and a pile thus provided
US20070269273A1 (en) Post-tension pile anchor foundation and method therefor
EP0146592A1 (en) Prestressed component retaining wall system
US10309075B2 (en) Method and apparatus for increasing the force needed to move a pile axially
US20050008438A1 (en) Synthetic deformed bars and retaining walls
US20080175673A1 (en) Foundation lifting assembly and method of use
CA2420991C (en) Integrated footings
US9783949B2 (en) Soil anchor footing
US7076925B2 (en) Integrated footings
CN102162258B (en) Concrete-filled steel tubular high-pile tower footing structure of tower crane and construction method thereof
KR20130124266A (en) Structure and method of constructing concrete footing structure of top structure
CN108842791B (en) Detachable load pile anchor multistage supporting structure and construction method
KR102022341B1 (en) Construruction method for underwater concrete block structure