JPS563717A - Adjusting method for built-in position of steel-pipe pile and adjusting device - Google Patents

Adjusting method for built-in position of steel-pipe pile and adjusting device

Info

Publication number
JPS563717A
JPS563717A JP7740579A JP7740579A JPS563717A JP S563717 A JPS563717 A JP S563717A JP 7740579 A JP7740579 A JP 7740579A JP 7740579 A JP7740579 A JP 7740579A JP S563717 A JPS563717 A JP S563717A
Authority
JP
Japan
Prior art keywords
pile
new
built
existing
fitted
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.)
Granted
Application number
JP7740579A
Other languages
Japanese (ja)
Other versions
JPS5947773B2 (en
Inventor
Yuichi Yoshino
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP7740579A priority Critical patent/JPS5947773B2/en
Publication of JPS563717A publication Critical patent/JPS563717A/en
Publication of JPS5947773B2 publication Critical patent/JPS5947773B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE: To construct a deep penetrating steel-pipe pile and an underground wall and the like with high accuracy by a method wherein an expanding and contracting device which expand and contract in the horizontal direction to adjust the distance between piles forcibly is provided between new and existing piles when the new pile is built in adjacently to the existing pile.
CONSTITUTION: When a new pile 3 is built in along an existing pile 2 by being adjusted for its position and posture, a connection tool 12 fitted to an elastic device 5 is fixed to a bracket 10 fitted to the required position of the new pile 3 by operating a hydraulic jack 19. And, the concave groove of a slidable metal fitting 16 fitted to the elastic device 5 on the side of the existing pile 2 is put fittingly in the T- shaped guide 14 of the existing pile 2, and the new pile 3 is built in, being guided by the existing pile 2. In the course of building, tilt and others are checked up by a tilt-measuring device not shown in the figure. According to this, another hydraulic jack 7 is operated to expand and contract the elastic device 5, thus the position and posture of the new pile 3 being adjusted on the existing pile 2 as a support point.
COPYRIGHT: (C)1981,JPO&Japio
JP7740579A 1979-06-19 1979-06-19 Steel pipe pile erection position adjustment method and adjustment device Expired JPS5947773B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7740579A JPS5947773B2 (en) 1979-06-19 1979-06-19 Steel pipe pile erection position adjustment method and adjustment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7740579A JPS5947773B2 (en) 1979-06-19 1979-06-19 Steel pipe pile erection position adjustment method and adjustment device

Publications (2)

Publication Number Publication Date
JPS563717A true JPS563717A (en) 1981-01-16
JPS5947773B2 JPS5947773B2 (en) 1984-11-21

Family

ID=13632994

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7740579A Expired JPS5947773B2 (en) 1979-06-19 1979-06-19 Steel pipe pile erection position adjustment method and adjustment device

Country Status (1)

Country Link
JP (1) JPS5947773B2 (en)

Also Published As

Publication number Publication date
JPS5947773B2 (en) 1984-11-21

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