JPS5641924A - Construction engineering for continuous underground wall - Google Patents

Construction engineering for continuous underground wall

Info

Publication number
JPS5641924A
JPS5641924A JP11609379A JP11609379A JPS5641924A JP S5641924 A JPS5641924 A JP S5641924A JP 11609379 A JP11609379 A JP 11609379A JP 11609379 A JP11609379 A JP 11609379A JP S5641924 A JPS5641924 A JP S5641924A
Authority
JP
Japan
Prior art keywords
trench
guide member
underground wall
hole
continuous underground
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
JP11609379A
Other languages
Japanese (ja)
Inventor
Sachio Masuzawa
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP11609379A priority Critical patent/JPS5641924A/en
Publication of JPS5641924A publication Critical patent/JPS5641924A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To economically construct the continuous underground wall by driving a guide member in a hole drilled of a diameter smaller than trench width excavated later and excavating a trench with the help of the guide member, with regard to the construction of profound-depth continuous underground wall.
CONSTITUTION: The hole 12 of the minimum diameter which is of smaller diameter than the width of the trench 20 and sufficient to apply watertight process, is drilled at a prearranged interval. Then in each drilled hole, the guide member 14 of H shape cross-section is driven. Next, hardening material having water tight property and easyly excavated later like cement, is filled in each hole. Later, the trench 20 is excavated applying a mud water method between the said guide members 14 under the guidance of the said guide members 14. After this procedure, the slurry inside the said trench is caused to be hardened, thus constructing a continuous underground wall. In this way, it is possible to save steel material as guide member and excavate a trench under the guidance of guide member. Consequently, profound-depth underground wall of high precision can be constructed.
COPYRIGHT: (C)1981,JPO&Japio
JP11609379A 1979-09-12 1979-09-12 Construction engineering for continuous underground wall Pending JPS5641924A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11609379A JPS5641924A (en) 1979-09-12 1979-09-12 Construction engineering for continuous underground wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11609379A JPS5641924A (en) 1979-09-12 1979-09-12 Construction engineering for continuous underground wall

Publications (1)

Publication Number Publication Date
JPS5641924A true JPS5641924A (en) 1981-04-18

Family

ID=14678528

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11609379A Pending JPS5641924A (en) 1979-09-12 1979-09-12 Construction engineering for continuous underground wall

Country Status (1)

Country Link
JP (1) JPS5641924A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747722A (en) * 2012-07-27 2012-10-24 天津市勘察院 Underground continuous wall joint close grouting and covering construction method and expansion rubber plug

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747722A (en) * 2012-07-27 2012-10-24 天津市勘察院 Underground continuous wall joint close grouting and covering construction method and expansion rubber plug
CN102747722B (en) * 2012-07-27 2014-10-01 天津市勘察院 Underground continuous wall joint close grouting and covering construction method and expansion rubber plug

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