JPS56156317A - Soil sheathing work - Google Patents

Soil sheathing work

Info

Publication number
JPS56156317A
JPS56156317A JP5909780A JP5909780A JPS56156317A JP S56156317 A JPS56156317 A JP S56156317A JP 5909780 A JP5909780 A JP 5909780A JP 5909780 A JP5909780 A JP 5909780A JP S56156317 A JPS56156317 A JP S56156317A
Authority
JP
Japan
Prior art keywords
solidifying liquid
ground
soil
pile
excavating
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
JP5909780A
Other languages
Japanese (ja)
Inventor
Toshio Enoki
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP5909780A priority Critical patent/JPS56156317A/en
Publication of JPS56156317A publication Critical patent/JPS56156317A/en
Pending legal-status Critical Current

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  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To effectively stir and mix soil and a solidifying liquid by grouting the solidifying liquid into the ground while excavating the ground by an earth auger provided with a screw and a stirring blade in such a form that their upper, lower, and left- and right-handed parts are alternately arranged.
CONSTITUTION: A solidifying liquid, e.g., a cement milk mixed with bentonite, etc., is supplied to a through hole 1 leading to a mixer plant and injected from the tip of head while excavating the ground by an earth auger 5, and the soil excavated by a screw 4 and the solidifying liquid are mixed together by a stirring blade 3 to form soil cement inside a casing 6. Then, an excavator B is drawn up and a pile A is inserted into an excavated pit C in such a way that the periphery of the next pile A is closely fitted into the grooves a positioned in line with the row of piles. After the insertion of the pile A, excavation is conducted by the excavator B while guiding them by fitting the periphery of the casing 6 into the grooves (a) of the buried piles A.
COPYRIGHT: (C)1981,JPO&Japio
JP5909780A 1980-04-30 1980-04-30 Soil sheathing work Pending JPS56156317A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5909780A JPS56156317A (en) 1980-04-30 1980-04-30 Soil sheathing work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5909780A JPS56156317A (en) 1980-04-30 1980-04-30 Soil sheathing work

Publications (1)

Publication Number Publication Date
JPS56156317A true JPS56156317A (en) 1981-12-03

Family

ID=13103482

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5909780A Pending JPS56156317A (en) 1980-04-30 1980-04-30 Soil sheathing work

Country Status (1)

Country Link
JP (1) JPS56156317A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4909675A (en) * 1988-08-24 1990-03-20 Osamu Taki In situ reinforced structural diaphragm walls and methods of manufacturing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4909675A (en) * 1988-08-24 1990-03-20 Osamu Taki In situ reinforced structural diaphragm walls and methods of manufacturing

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