JPS5677420A - Sheathing work - Google Patents

Sheathing work

Info

Publication number
JPS5677420A
JPS5677420A JP15299979A JP15299979A JPS5677420A JP S5677420 A JPS5677420 A JP S5677420A JP 15299979 A JP15299979 A JP 15299979A JP 15299979 A JP15299979 A JP 15299979A JP S5677420 A JPS5677420 A JP S5677420A
Authority
JP
Japan
Prior art keywords
soil
excavated
ground
excavator
cement
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
JP15299979A
Other languages
Japanese (ja)
Inventor
Hideo Hanada
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP15299979A priority Critical patent/JPS5677420A/en
Publication of JPS5677420A publication Critical patent/JPS5677420A/en
Pending legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE: To obviate the need for sheet pile, shorten the working period, and avoid the effect of underground obstacles, if any, at construction work by solidifying the surroundings of the ground being excavated with a cement-based four component stabilizer so as to form a soil wall.
CONSTITUTION: The ground 4 to be excavated for a structure is digged down to the levels H, W, and L, an excavator is brought down to an excavation level, the ground at portion B is excavated by the excavator, and then a cement-based four component stabilizer consisting of slaked lime, a reactive alumina-containing substance, a curing accelerator, and gypsum, having a power to solidify the ground in the form of cement bacillus, is spread over the excavated soil and mixed together. Then, the mixed soil is again placed around a place where a structure is to be constructed by the excavator to form a soil wall A. Then, the soil is cured for about 24hr to complete the sheathing work.
COPYRIGHT: (C)1981,JPO&Japio
JP15299979A 1979-11-28 1979-11-28 Sheathing work Pending JPS5677420A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15299979A JPS5677420A (en) 1979-11-28 1979-11-28 Sheathing work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15299979A JPS5677420A (en) 1979-11-28 1979-11-28 Sheathing work

Publications (1)

Publication Number Publication Date
JPS5677420A true JPS5677420A (en) 1981-06-25

Family

ID=15552732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15299979A Pending JPS5677420A (en) 1979-11-28 1979-11-28 Sheathing work

Country Status (1)

Country Link
JP (1) JPS5677420A (en)

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