KR970006690A - All floor pile method - Google Patents

All floor pile method Download PDF

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Publication number
KR970006690A
KR970006690A KR1019950020723A KR19950020723A KR970006690A KR 970006690 A KR970006690 A KR 970006690A KR 1019950020723 A KR1019950020723 A KR 1019950020723A KR 19950020723 A KR19950020723 A KR 19950020723A KR 970006690 A KR970006690 A KR 970006690A
Authority
KR
South Korea
Prior art keywords
floor pile
pile
floor
Prior art date
Application number
KR1019950020723A
Other languages
Korean (ko)
Other versions
KR0148437B1 (en
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 filed Critical
Priority to KR1019950020723A priority Critical patent/KR0148437B1/en
Publication of KR970006690A publication Critical patent/KR970006690A/en
Application granted granted Critical
Publication of KR0148437B1 publication Critical patent/KR0148437B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B1/00Percussion drilling
    • E21B1/12Percussion drilling with a reciprocating impulse member
    • E21B1/24Percussion drilling with a reciprocating impulse member the impulse member being a piston driven directly by fluid pressure
    • E21B1/30Percussion drilling with a reciprocating impulse member the impulse member being a piston driven directly by fluid pressure by air, steam or gas pressure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material
KR1019950020723A 1995-07-14 1995-07-14 Pile construction method in underground boulder zone KR0148437B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019950020723A KR0148437B1 (en) 1995-07-14 1995-07-14 Pile construction method in underground boulder zone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019950020723A KR0148437B1 (en) 1995-07-14 1995-07-14 Pile construction method in underground boulder zone

Publications (2)

Publication Number Publication Date
KR970006690A true KR970006690A (en) 1997-02-21
KR0148437B1 KR0148437B1 (en) 1998-11-02

Family

ID=19420611

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019950020723A KR0148437B1 (en) 1995-07-14 1995-07-14 Pile construction method in underground boulder zone

Country Status (1)

Country Link
KR (1) KR0148437B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100411662B1 (en) * 2001-05-22 2003-12-24 이윤주 Construction Method of Prestressed spun High strength Concrete Pile
CN103603344A (en) * 2013-12-06 2014-02-26 中冶建工集团有限公司 Rotary drilling and pile filling construction method capable of preventing hole collapse

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100618597B1 (en) * 2004-11-16 2006-09-04 민경건설 주식회사 Cast in place concrete pile using vibro magnetic shovel hammer, and the construction method of this
KR100762991B1 (en) * 2006-08-08 2007-10-02 지에스이앤씨(주) Precast piling method injected with high-strength mortar
CN103088832B (en) * 2013-02-21 2014-12-03 北京鑫实路桥建设有限公司 Annular type impact method for digging rock at bottom of drilled pile shaft
KR101710363B1 (en) 2015-09-11 2017-02-27 박을재 Geo tube for Concrete Pile driven in field and the seaming method
KR101664368B1 (en) 2016-04-27 2016-10-24 박을재 A cast-in place pile arrangement method for head of concrete pile exposed to outside using geo tube

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100411662B1 (en) * 2001-05-22 2003-12-24 이윤주 Construction Method of Prestressed spun High strength Concrete Pile
CN103603344A (en) * 2013-12-06 2014-02-26 中冶建工集团有限公司 Rotary drilling and pile filling construction method capable of preventing hole collapse

Also Published As

Publication number Publication date
KR0148437B1 (en) 1998-11-02

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