JPS6436820A - Filler grouting work by h-steel drawing in underground structure construction - Google Patents

Filler grouting work by h-steel drawing in underground structure construction

Info

Publication number
JPS6436820A
JPS6436820A JP19232887A JP19232887A JPS6436820A JP S6436820 A JPS6436820 A JP S6436820A JP 19232887 A JP19232887 A JP 19232887A JP 19232887 A JP19232887 A JP 19232887A JP S6436820 A JPS6436820 A JP S6436820A
Authority
JP
Japan
Prior art keywords
layer
steels
injected
pit
soil
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
JP19232887A
Other languages
Japanese (ja)
Other versions
JPH0432166B2 (en
Inventor
Mineichi Iwamoto
Tomio Watabe
Akio Hirawatari
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.)
Toho KK
Original Assignee
Toho 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 Toho KK filed Critical Toho KK
Priority to JP19232887A priority Critical patent/JPS6436820A/en
Publication of JPS6436820A publication Critical patent/JPS6436820A/en
Publication of JPH0432166B2 publication Critical patent/JPH0432166B2/ja
Granted legal-status Critical Current

Links

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  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To reduce the cost of construction as well as raise the durability of construction work by a method in which grout is injected into an excavated pit and mixed with the soil of the pit, H-steels are penetrated and then drawn out after the cement hardens, and a filler is injected to form a pressure-sharing layer. CONSTITUTION:The ground is excavated by a mixing auger machine, grout is injected into the pit and mixed with the soil of the pit to form a sludgy treated soil layer 1. A form part 3 consisting of H-steels 4 coated with a releasing agent and with lower parts having cap 7 is penetrated into the treated soil layer 1. After the soil cement layer 12 of the layer 1 is formed by hardening, the steels 4 are drawn out, during which period a filler is injected through a connecting pipe 11 from a pressure sender 14 into the cap and hardened. The lowering of strength due to thermal conduction and corrosion of the H- steels can thus be prevented to permit it to reuse.
JP19232887A 1987-07-31 1987-07-31 Filler grouting work by h-steel drawing in underground structure construction Granted JPS6436820A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19232887A JPS6436820A (en) 1987-07-31 1987-07-31 Filler grouting work by h-steel drawing in underground structure construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19232887A JPS6436820A (en) 1987-07-31 1987-07-31 Filler grouting work by h-steel drawing in underground structure construction

Publications (2)

Publication Number Publication Date
JPS6436820A true JPS6436820A (en) 1989-02-07
JPH0432166B2 JPH0432166B2 (en) 1992-05-28

Family

ID=16289461

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19232887A Granted JPS6436820A (en) 1987-07-31 1987-07-31 Filler grouting work by h-steel drawing in underground structure construction

Country Status (1)

Country Link
JP (1) JPS6436820A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020030907A (en) * 2000-10-18 2002-04-26 김상수 Method of Constructing Pile With Basement
KR20020035369A (en) * 2000-11-06 2002-05-11 김상수 Method of Constructing Pile With Basement
CN105442528A (en) * 2015-12-15 2016-03-30 浙江工业大学 Cement grouting plate pile with sealing rings
CN110158649A (en) * 2019-06-05 2019-08-23 浙江交工集团股份有限公司 The construction method of Adjacent Underground Pipeline when a kind of caisson sinking construction
CN114466959A (en) * 2020-01-07 2022-05-10 包尔特殊基础工程有限公司 Method for constructing a foundation element in the soil and foundation element

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020030907A (en) * 2000-10-18 2002-04-26 김상수 Method of Constructing Pile With Basement
KR20020035369A (en) * 2000-11-06 2002-05-11 김상수 Method of Constructing Pile With Basement
CN105442528A (en) * 2015-12-15 2016-03-30 浙江工业大学 Cement grouting plate pile with sealing rings
CN110158649A (en) * 2019-06-05 2019-08-23 浙江交工集团股份有限公司 The construction method of Adjacent Underground Pipeline when a kind of caisson sinking construction
CN114466959A (en) * 2020-01-07 2022-05-10 包尔特殊基础工程有限公司 Method for constructing a foundation element in the soil and foundation element

Also Published As

Publication number Publication date
JPH0432166B2 (en) 1992-05-28

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