JPS573915A - Method and apparatus for construction of reaction resistor body underground - Google Patents

Method and apparatus for construction of reaction resistor body underground

Info

Publication number
JPS573915A
JPS573915A JP7419280A JP7419280A JPS573915A JP S573915 A JPS573915 A JP S573915A JP 7419280 A JP7419280 A JP 7419280A JP 7419280 A JP7419280 A JP 7419280A JP S573915 A JPS573915 A JP S573915A
Authority
JP
Japan
Prior art keywords
pit
tube
underground
soil
soil stabilizer
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
JP7419280A
Other languages
Japanese (ja)
Inventor
Yasuhisa Tokuhara
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 JP7419280A priority Critical patent/JPS573915A/en
Publication of JPS573915A publication Critical patent/JPS573915A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To form an excavated pit wall withstanding anchor underground by a method in which an underground reaction resistor-constructing apparatus incorporated with a diametral expansible tube is inserted into an excavated pit so as to press on the ground and then a soil stabilizer is injected into the ground.
CONSTITUTION: A pit 6 is first bored underground 5 by earth drill, etc., then an underground reaction resistor-constructing apparatus 4 incorporated with a diametral expansible tube is inserted into the pit 6. Then, a fluid, e.g., air, is supplied into the tube of the apparatus 4 from a grout pipe 7 so as to expand the tube, whereby pressing the adjoining soil 5 of the pit 6. Then, a soil stabilizer,e.g., cement milk, etc., is injected through the group pipe 33 into a location between the excavated hole 4 and the apparatus 4 under high pressure in such a way as to penetrate the soil stabilizer into the soil 5. After the soil stabilizer has hardened and the wall of the pit 6 has been strengthened, the tube is evacuated and the apparatus 4 is drawn out. Then, a resistor body is constructed in the strengthened cavity 6' thus formed.
COPYRIGHT: (C)1982,JPO&Japio
JP7419280A 1980-06-04 1980-06-04 Method and apparatus for construction of reaction resistor body underground Pending JPS573915A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7419280A JPS573915A (en) 1980-06-04 1980-06-04 Method and apparatus for construction of reaction resistor body underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7419280A JPS573915A (en) 1980-06-04 1980-06-04 Method and apparatus for construction of reaction resistor body underground

Publications (1)

Publication Number Publication Date
JPS573915A true JPS573915A (en) 1982-01-09

Family

ID=13540059

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7419280A Pending JPS573915A (en) 1980-06-04 1980-06-04 Method and apparatus for construction of reaction resistor body underground

Country Status (1)

Country Link
JP (1) JPS573915A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6378919A (en) * 1986-09-19 1988-04-09 Taisei Corp Tension member for pc construction work
JPH0433393U (en) * 1990-07-12 1992-03-18
KR100437910B1 (en) * 2000-07-25 2004-06-30 이기웅 grouting apparatus for earth anchor using compound packer and earth anchor construction method using the same
NL2022422B1 (en) * 2019-01-18 2020-08-18 Kloosterman Waterbouw B V Method for anchoring a civil object in the ground as well as anchoring device for use in such a method.

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6378919A (en) * 1986-09-19 1988-04-09 Taisei Corp Tension member for pc construction work
JPH0433393U (en) * 1990-07-12 1992-03-18
KR100437910B1 (en) * 2000-07-25 2004-06-30 이기웅 grouting apparatus for earth anchor using compound packer and earth anchor construction method using the same
NL2022422B1 (en) * 2019-01-18 2020-08-18 Kloosterman Waterbouw B V Method for anchoring a civil object in the ground as well as anchoring device for use in such a method.

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