CONSTRUCTION METHOD FOR UNDERGROUND STRUCTURE

PROBLEM TO BE SOLVED: To construct a deep underground structure, reduce an influence on the neighboring ground, simplify an earth retaining wall and improve the quality of a building frame without using such methods as pumping or freezing of underground water and chemical grouting the permeable grou...

Full description

Saved in:
Bibliographic Details
Main Authors AIKYO HIROYUKI, TSUTSUMI HIROYASU
Format Patent
LanguageEnglish
Published 12.01.1999
Edition6
Subjects
Online AccessGet full text

Cover

Loading…
Abstract PROBLEM TO BE SOLVED: To construct a deep underground structure, reduce an influence on the neighboring ground, simplify an earth retaining wall and improve the quality of a building frame without using such methods as pumping or freezing of underground water and chemical grouting the permeable ground where the level of underground water is high. SOLUTION: Earth retaining walls 10 larger than external walls of an underground structure are built, the ground inside the walls is excavated to a shallow portion while pumping water, and a lower building frame 16 to be installed in a deep portion is built at the excavated shallow portion. After that, the lower building frame 16 is floated by flooding the excavated shallow portion with water, the deep portion is underwater-excavated from the top of the lower building frame 16 while towing the floating lower building frame 16, air shafts 24 reaching the surface of water are mounted on the top of the lower building frame 16, and the lower building frame 16 is sunk quietly in the excavated underwater deep portion while pouring water inside, water cutoff treatment is made for clearances between the lower building frame 16 and the earth retaining walls 10, the shallow portion on the upper portion of the lower building frame 16 is drained, and the upper building frame is built on the shallow portion.
AbstractList PROBLEM TO BE SOLVED: To construct a deep underground structure, reduce an influence on the neighboring ground, simplify an earth retaining wall and improve the quality of a building frame without using such methods as pumping or freezing of underground water and chemical grouting the permeable ground where the level of underground water is high. SOLUTION: Earth retaining walls 10 larger than external walls of an underground structure are built, the ground inside the walls is excavated to a shallow portion while pumping water, and a lower building frame 16 to be installed in a deep portion is built at the excavated shallow portion. After that, the lower building frame 16 is floated by flooding the excavated shallow portion with water, the deep portion is underwater-excavated from the top of the lower building frame 16 while towing the floating lower building frame 16, air shafts 24 reaching the surface of water are mounted on the top of the lower building frame 16, and the lower building frame 16 is sunk quietly in the excavated underwater deep portion while pouring water inside, water cutoff treatment is made for clearances between the lower building frame 16 and the earth retaining walls 10, the shallow portion on the upper portion of the lower building frame 16 is drained, and the upper building frame is built on the shallow portion.
Author AIKYO HIROYUKI
TSUTSUMI HIROYASU
Author_xml – fullname: AIKYO HIROYUKI
– fullname: TSUTSUMI HIROYASU
BookMark eNrjYmDJy89L5WTQdfb3Cw4JCnUO8fT3U_B1DfHwd1Fw8w9SCPVzcQ1yD_IH0goQBaFBrjwMrGmJOcWpvFCam0HezTXE2UM3tSA_PrW4IDE5NS-1JN4rwMPQ0MzQzNjRmLAKAFrHJyU
ContentType Patent
DBID EVB
DatabaseName esp@cenet
DatabaseTitleList
Database_xml – sequence: 1
  dbid: EVB
  name: esp@cenet
  url: http://worldwide.espacenet.com/singleLineSearch?locale=en_EP
  sourceTypes: Open Access Repository
DeliveryMethod fulltext_linktorsrc
Discipline Medicine
Chemistry
Sciences
Edition 6
ExternalDocumentID JPH116163A
GroupedDBID EVB
ID FETCH-epo_espacenet_JPH116163A3
IEDL.DBID EVB
IngestDate Fri Jul 19 16:55:26 EDT 2024
IsOpenAccess true
IsPeerReviewed false
IsScholarly false
Language English
LinkModel DirectLink
MergedId FETCHMERGED-epo_espacenet_JPH116163A3
Notes Application Number: JP19970160302
OpenAccessLink https://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19990112&DB=EPODOC&CC=JP&NR=H116163A
ParticipantIDs epo_espacenet_JPH116163A
PublicationCentury 1900
PublicationDate 19990112
PublicationDateYYYYMMDD 1999-01-12
PublicationDate_xml – month: 01
  year: 1999
  text: 19990112
  day: 12
PublicationDecade 1990
PublicationYear 1999
RelatedCompanies SHIMIZU CORP
RelatedCompanies_xml – name: SHIMIZU CORP
Score 2.498281
Snippet PROBLEM TO BE SOLVED: To construct a deep underground structure, reduce an influence on the neighboring ground, simplify an earth retaining wall and improve...
SourceID epo
SourceType Open Access Repository
SubjectTerms EARTH DRILLING
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
GALLERIES
HYDRAULIC ENGINEERING
LARGE UNDERGROUND CHAMBERS
MINING
SHAFTS
SOIL SHIFTING
TUNNELS
UNDERGROUND OR UNDERWATER STRUCTURES
Title CONSTRUCTION METHOD FOR UNDERGROUND STRUCTURE
URI https://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19990112&DB=EPODOC&locale=&CC=JP&NR=H116163A
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwdV07T8MwED6VgoANCqi8M6BsFqR5NUOEqJ0oipSHQoK6VTFxBEupaBB_n4ubAEs3y7b8ks73nX3fHcCdo1dCEwYiN6d2iFHpNuFmmzKsttA4sIRZy2QTUWwFhRHOzfkA3noujIwT-i2DI6JEvaK8N_K-Xv09YjHpW7m-5-9Y9fHo5y5Tq44u1hIpJyqbuV6asISqlLphqsaZG2gIbSz9aQd2EUTbrfOX9zJrOSmr_wrFP4K9FMdaNscwEMsRHNA-79oI9qPuuxuLneStT4DQJH7Os0L6fCiRlwcJU9CCUyRLoHWej5my6VBk3inc-l5OA4LzLn63uAjTfoH6GQzR8BdjUErUL1OjrDSBKIGXpmNynZdTu7IMxEkP9jmMt41ysb3pEg43oQc0ok2uYNh8folrVKwNv5Fn8gNe33jE
link.rule.ids 230,309,783,888,25578,76884
linkProvider European Patent Office
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwdV1LT4NAEJ7Uaqw3rZr6LAfDjSjlfSDGLhDE8giC6a1hZYleamMx_n2HLaiX3ja7m30ls_PN7nwzADeWUjKZqYjcrMqS1FIxJKo1KcMqHY0DnWkVTzYRRrqfq8Fcm_fgrePC8Dih3zw4IkrUK8p7ze_r1d8jlsN9K9e39B2rPu69zHbEsqWLNUTKiehMbTeJnZiIhNhBIkap7csIbXTlYQd2EWCbTZR992XacFJW_xWKdwh7CY61rI-gx5ZDGJAu79oQ9sP2uxuLreStj0EicfScpTn3-RBCN_NjR0ALTuAsgcZ5PnKETYc8dU9g7LkZ8SWcd_G7xUWQdAtUTqGPhj8bgVCgfjHVopQZogRaaJZGFVqYRqmriJPujDMYbRvlfHvTGAZ-Fs4Ws8fo6QIONmEIZEmeXEK__vxiV6hka3rNz-cHL3d7tA
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Apatent&rft.title=CONSTRUCTION+METHOD+FOR+UNDERGROUND+STRUCTURE&rft.inventor=AIKYO+HIROYUKI&rft.inventor=TSUTSUMI+HIROYASU&rft.date=1999-01-12&rft.externalDBID=A&rft.externalDocID=JPH116163A