JPS5589524A - Constructing method for underground structure - Google Patents

Constructing method for underground structure

Info

Publication number
JPS5589524A
JPS5589524A JP16176878A JP16176878A JPS5589524A JP S5589524 A JPS5589524 A JP S5589524A JP 16176878 A JP16176878 A JP 16176878A JP 16176878 A JP16176878 A JP 16176878A JP S5589524 A JPS5589524 A JP S5589524A
Authority
JP
Japan
Prior art keywords
trench
underground structure
underground
digging
walls
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
JP16176878A
Other languages
Japanese (ja)
Inventor
Akiyoshi Nojiri
Masaaki Fujitani
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP16176878A priority Critical patent/JPS5589524A/en
Publication of JPS5589524A publication Critical patent/JPS5589524A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: To improve rigidity and accordingly increase safety of an underground structure by connecting the underground structure of a building in a unitary body with continuous underground walls by means of shear keys fixed to widened portions at the middle depth of the said walls.
CONSTITUTION: While digging a continuous trench 1, reguired trench width is partly widened at planned positions 3, 4 for constructing the structure. Reinforcement assemblies 5 fitted with shear keys 6 are then positioned inside the trench 1 and concreted thereafter. Next, the structure 8 is constructed after digging the ground and is connected with the concreted wall through the aid of the protruded sear keys 6.
COPYRIGHT: (C)1980,JPO&Japio
JP16176878A 1978-12-28 1978-12-28 Constructing method for underground structure Pending JPS5589524A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16176878A JPS5589524A (en) 1978-12-28 1978-12-28 Constructing method for underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16176878A JPS5589524A (en) 1978-12-28 1978-12-28 Constructing method for underground structure

Publications (1)

Publication Number Publication Date
JPS5589524A true JPS5589524A (en) 1980-07-07

Family

ID=15741522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16176878A Pending JPS5589524A (en) 1978-12-28 1978-12-28 Constructing method for underground structure

Country Status (1)

Country Link
JP (1) JPS5589524A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010106458A (en) * 2008-10-28 2010-05-13 Ohbayashi Corp Building and method for constructing the same
CN107237343A (en) * 2017-08-10 2017-10-10 西南科技大学 A multi-wall nodular underground diaphragm wall bridge foundation for soft soil foundation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010106458A (en) * 2008-10-28 2010-05-13 Ohbayashi Corp Building and method for constructing the same
CN107237343A (en) * 2017-08-10 2017-10-10 西南科技大学 A multi-wall nodular underground diaphragm wall bridge foundation for soft soil foundation

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