JPH0393925A - Simultaneous construction method of structure above or under ground - Google Patents

Simultaneous construction method of structure above or under ground

Info

Publication number
JPH0393925A
JPH0393925A JP1229271A JP22927189A JPH0393925A JP H0393925 A JPH0393925 A JP H0393925A JP 1229271 A JP1229271 A JP 1229271A JP 22927189 A JP22927189 A JP 22927189A JP H0393925 A JPH0393925 A JP H0393925A
Authority
JP
Japan
Prior art keywords
floor
constructed
caisson
construction
ground
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
JP1229271A
Other languages
Japanese (ja)
Inventor
Taiji Nemoto
Masao Narita
Nobuyuki Izumi
Masatsugu Funatsu
Original Assignee
Toda Constr 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 Toda Constr Co Ltd filed Critical Toda Constr Co Ltd
Priority to JP1229271A priority Critical patent/JPH0393925A/en
Publication of JPH0393925A publication Critical patent/JPH0393925A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To enable simultaneous construction above or under the ground and reduce cost by constructing floor on the first floor which becomes a work floor after sinking a caisson and constructing cloth foundation.
CONSTITUTION: A cotter 3 made with metallic cotter reinforcement is mounted at a caisson blade mouth section 2 of a side wall 1a after a caisson 1 is sunk. A continuous footing 4 is constructed by placing concrete and integrated with the caisson blade mouth section 2. A floor on the first floor 5 which becomes a work floor 5 is constructed by preventing sink of the caisson 1 and ensuring support force with the construction of the continuous footing 4. Then, a pile 6 is constructed, and the underground section of a foundation slab 7, an underground body 8 and the like is constructed. At the same time, a body 9 on the ground is constructed. It is possible to reduce construction period and cost when a building A is built sequentially.
COPYRIGHT: (C)1991,JPO&Japio
JP1229271A 1989-09-06 1989-09-06 Simultaneous construction method of structure above or under ground Pending JPH0393925A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1229271A JPH0393925A (en) 1989-09-06 1989-09-06 Simultaneous construction method of structure above or under ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1229271A JPH0393925A (en) 1989-09-06 1989-09-06 Simultaneous construction method of structure above or under ground

Publications (1)

Publication Number Publication Date
JPH0393925A true JPH0393925A (en) 1991-04-18

Family

ID=16889496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1229271A Pending JPH0393925A (en) 1989-09-06 1989-09-06 Simultaneous construction method of structure above or under ground

Country Status (1)

Country Link
JP (1) JPH0393925A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030003147A (en) * 2002-10-30 2003-01-09 김윤상 Piles and Footing Construction Method Using Caisson as Waterproofing, Temporary Retaining Well and Concrete Form in Bridge Construction
CN105839661A (en) * 2016-05-12 2016-08-10 扬州大学 Anti-pulling open caisson foundation for power transmission tower
CN113323396A (en) * 2021-06-15 2021-08-31 南京工业大学 Integrated construction method for external wall of fabricated building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030003147A (en) * 2002-10-30 2003-01-09 김윤상 Piles and Footing Construction Method Using Caisson as Waterproofing, Temporary Retaining Well and Concrete Form in Bridge Construction
CN105839661A (en) * 2016-05-12 2016-08-10 扬州大学 Anti-pulling open caisson foundation for power transmission tower
CN113323396A (en) * 2021-06-15 2021-08-31 南京工业大学 Integrated construction method for external wall of fabricated building

Similar Documents

Publication Publication Date Title
JPH03158525A (en) High horizontal load bearing foundation practice using solidification method
JPH04155018A (en) Construction of foundation for building
JPH0393925A (en) Simultaneous construction method of structure above or under ground
JPH0274715A (en) Construction method of self-standing retaining wall
JPH03100225A (en) Inverted hitting construction using multifunction working floor and the same floor
JPS62268423A (en) Construction work of underground pile used in common for earth anchor
JPS61216923A (en) Construction of in-situ concrete pile
JPH01278700A (en) Lock bolt with stabilizing implement and lock bolt anchoring method
JPS62236922A (en) Method of reinforcing sheet pile-wall structure
JPS62236918A (en) Construction work for anchor for reinforcing bottom slab of underground structure
JPH04131428A (en) Construction of underground structure
JPH03244711A (en) Preventing ground sinking due to extraction of earth holding member
JPH03202511A (en) Liquefaction-proof construction
JPS6272822A (en) Construction work of underground structure
JPH04185820A (en) Foundation structure of building
JPH0363318A (en) Sheathing vegetation fence
JPS56115418A (en) Building of underground wall body
JPH02157311A (en) Method for constructing water barrier wall
JPS63312417A (en) Water construction of continuous wall using steel caisson
JPH0468123A (en) Method for constructing foundation of caisson
JPH0328414A (en) Execution method for joint part in continuous subterranean wall construction method
JPH01165821A (en) Construction work of concrete foundation
JPH0274729A (en) Construction method of underground structure
JPH04203028A (en) Reverse driving method for underground building
JPH03257222A (en) Piling method of improving ground foundation