JPS5652221A - Forming method for foundation pillar and excavated pit liner - Google Patents

Forming method for foundation pillar and excavated pit liner

Info

Publication number
JPS5652221A
JPS5652221A JP12533779A JP12533779A JPS5652221A JP S5652221 A JPS5652221 A JP S5652221A JP 12533779 A JP12533779 A JP 12533779A JP 12533779 A JP12533779 A JP 12533779A JP S5652221 A JPS5652221 A JP S5652221A
Authority
JP
Japan
Prior art keywords
excavated
pit
liner
excavated pit
foundation pillar
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
JP12533779A
Other languages
Japanese (ja)
Inventor
Yoshinao Abe
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.)
MIYOSHI SANGYO KK
Original Assignee
MIYOSHI SANGYO 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 MIYOSHI SANGYO KK filed Critical MIYOSHI SANGYO KK
Priority to JP12533779A priority Critical patent/JPS5652221A/en
Publication of JPS5652221A publication Critical patent/JPS5652221A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To lighten a liner while reducing production cost and conduct assembling ring mounting work to a deep excavated pit positively and rapidly.
CONSTITUTION: When forming a foundation pillar for a structure, an excavated pit 12 is made up to the ground up to a fixed depth, and an excavated pit liner is additionally mounted to an excavated pit wall and used as sheathing. A pit is excavated by pit excavation at a lower stage and the additional installation of a liner, and concrete containing arrangement of bars is placed. In such a foundation pillar forming method, a corrugated porous plate is additionally installed on an excavated surface of the excavated pit 12 through a ringed reinforcing rib 13, and a circularly installed liner 10 is made up. After completion of the excavated pit 12, said corrugated porous plate and the ringed reinforcing rib 13 are arranged with other arrangement of bars, and concrete is placed.
COPYRIGHT: (C)1981,JPO&Japio
JP12533779A 1979-10-01 1979-10-01 Forming method for foundation pillar and excavated pit liner Pending JPS5652221A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12533779A JPS5652221A (en) 1979-10-01 1979-10-01 Forming method for foundation pillar and excavated pit liner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12533779A JPS5652221A (en) 1979-10-01 1979-10-01 Forming method for foundation pillar and excavated pit liner

Publications (1)

Publication Number Publication Date
JPS5652221A true JPS5652221A (en) 1981-05-11

Family

ID=14907608

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12533779A Pending JPS5652221A (en) 1979-10-01 1979-10-01 Forming method for foundation pillar and excavated pit liner

Country Status (1)

Country Link
JP (1) JPS5652221A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195067A (en) * 2013-03-29 2013-07-10 中国十七冶集团有限公司 Deep foundation pit muddy-silty clay cushion layer construction method
CN103643678A (en) * 2013-12-10 2014-03-19 张继红 Deep-foundation-pit container-type earth excavating and transporting method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195067A (en) * 2013-03-29 2013-07-10 中国十七冶集团有限公司 Deep foundation pit muddy-silty clay cushion layer construction method
CN103643678A (en) * 2013-12-10 2014-03-19 张继红 Deep-foundation-pit container-type earth excavating and transporting method

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