KR910006575A - Basement piling construction method and its piles. - Google Patents

Basement piling construction method and its piles. Download PDF

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Publication number
KR910006575A
KR910006575A KR1019890012966A KR890012966A KR910006575A KR 910006575 A KR910006575 A KR 910006575A KR 1019890012966 A KR1019890012966 A KR 1019890012966A KR 890012966 A KR890012966 A KR 890012966A KR 910006575 A KR910006575 A KR 910006575A
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KR
South Korea
Prior art keywords
pile
basement
piles
piling
ground
Prior art date
Application number
KR1019890012966A
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Korean (ko)
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KR930005459B1 (en
Inventor
유안호 리
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유안호 리
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Publication date
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Priority to KR1019890012966A priority Critical patent/KR930005459B1/en
Publication of KR910006575A publication Critical patent/KR910006575A/en
Application granted granted Critical
Publication of KR930005459B1 publication Critical patent/KR930005459B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/20—Caisson foundations combined with pile foundations

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  • 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)
  • Foundations (AREA)

Abstract

내용 없음No content

Description

지하실 말뚝박기 시공방법 및 그 말뚝.Basement piling construction method and its piles.

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 이 발명의 방법의 실시례에 있어서의 지하실구조체의 평면도,1 is a plan view of a basement structure in an embodiment of the method of the present invention,

제2도는 본 발명의 방법의 실시례에 있어서의 지하실 구조체와 말뚝박기장치의 배설 관계도,2 is a diagram illustrating the relationship between the basement structure and the pile driving device in the embodiment of the method of the present invention,

제4도는 제3도의 말뚝의 단면도,4 is a cross-sectional view of the pile of FIG.

제5도는 이 방법에 의한 말뚝박기 시공 형태를 나타내는 단면도.Fig. 5 is a sectional view showing the pile construction form by this method.

Claims (5)

지상에서 미리 형성한 지하실구조체(10)를 지하에 가라앉히는 방법으로서, 구조체(10)에 복수개의 말뚝박기장치(20)를 균일하게 배설, 고정하고, 그 복수개의 말뚝박기장치(20)에 의해 복수개의 말뚝(30)을 각각 지반의 적어도 구조체(10)의 자체무게 이상의 부하를 지지할 수 있는 위치에 박아 넣은뒤, 그 박아넣은 복수개의 말뚝(30)에 의해 구조체(10)을 지지한채, 지반을 굴삭하여 파낸 흙을 제거하면서 복수개의 말뚝박기장치(20)의 지지력을 동시에 해제하여 구조체(10)를 가라앉히는 지하실 말뚝박기 시공방법.As a method of sinking the basement structure 10 previously formed on the ground in the basement, a plurality of pile drivers 20 are uniformly arranged and fixed to the structure 10, and by the plurality of pile drivers 20 After each of the plurality of piles 30 are driven in a position capable of supporting a load of at least the weight of the structure 10 of the ground, respectively, and then the structure 10 is supported by the plurality of piled-in piles, Method of piling the basement piling to sink the structure 10 by simultaneously releasing the supporting force of the plurality of piling device 20 while removing the soil excavated by excavating the ground. 제1항에 있어서, 상기 복수개의 말뚝(30)을 소정 위치까지 박아 넣은뒤, 상기 지반굴삭과 구조체 가라앉힘을 반복하여 구조체(10)를 소정위치까지 가라앉힘을 지하실 말뚝박기 시공 방법 및 그 말뚝The method of claim 1, wherein the plurality of piles 30 are driven to a predetermined position, and the ground excavation and the structure sinking are repeated to sink the structure 10 to a predetermined position, and the pile 제2항에 있어서, 설계위치까지 복수번으로 나뉘도록, 상기 말뚝박기와 굴삭, 가라앉힘의 수순을 반복하여 구조체를 그 설계위치까지 가라앉히는 지하실 말뚝박기 시공 방법 및 그 말뚝.The method of claim 2, wherein the pile piling, excavation, and sinking procedure is repeated so as to be divided into a plurality of design positions to sink the structure to the design position and the pile. 착탈 가능하게 직력 연결함에 의해 연장할 수 있는 복수의 마디부분(31)(32)으로 이루어지는 말뚝(10).A pile (10) consisting of a plurality of node portions (31) (32) that can be extended by attaching or detaching a straight line. 제4항에 있어서, 상기 말뚝 전체를 거의 속이 빈 형태로 하여, 그 중공(中空)부분의 상기 말뚝(30)의 각마디부분(31,32)의 사이에 각각 서로 끼워 맞추면서 볼트(316)로 조여 고정할 수 있는 플랜지구조(311,312,313)를 형성하여 이루어지는 말뚝.5. The bolt 316 according to claim 4, wherein the entire pile is almost hollow, and each of the joint portions 31, 32 of the hollow portion 30 is fitted with each other. Pile formed by forming a flange structure (311, 312, 313) that can be tightened. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019890012966A 1989-09-07 1989-09-07 Pile-drive working system and a pile for under ground structure KR930005459B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019890012966A KR930005459B1 (en) 1989-09-07 1989-09-07 Pile-drive working system and a pile for under ground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019890012966A KR930005459B1 (en) 1989-09-07 1989-09-07 Pile-drive working system and a pile for under ground structure

Publications (2)

Publication Number Publication Date
KR910006575A true KR910006575A (en) 1991-04-29
KR930005459B1 KR930005459B1 (en) 1993-06-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019890012966A KR930005459B1 (en) 1989-09-07 1989-09-07 Pile-drive working system and a pile for under ground structure

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KR (1) KR930005459B1 (en)

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Publication number Publication date
KR930005459B1 (en) 1993-06-22

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