STRUCTURE OF UNDERGROUND DAM
PURPOSE:To reduce a site required for constructing a storing tank and to reduce the construction period and the construction cost by arranging a storing tank having water permeability and a storing tank having impermeability connected in a line using a water barrier wall as a boundary on the water b...
Gespeichert in:
| Hauptverfasser: | , , , |
|---|---|
| Format: | Patent |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext bestellen |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | |
| container_title | |
| container_volume | |
| creator | ARAI MASAO KISHI YASUHIRO SAKATE MASAAKI IZEKI HIDEO |
| description | PURPOSE:To reduce a site required for constructing a storing tank and to reduce the construction period and the construction cost by arranging a storing tank having water permeability and a storing tank having impermeability connected in a line using a water barrier wall as a boundary on the water barrier wall. CONSTITUTION:Water permeable filling material 5 such as ballast or the like is charged in the hemihedry where catchment holes 13 are bored between the machine peripheral surface of a caisson body 1 and a steel frame fitted to the caisson body 1, and impermeable filling material 6 is charged in the remaining hemihedry thereof. The caisson 1 is buried in such a manner that the other side of the catchment hole 13 side is opposite to a flow of underground water. After plural caisson bodies 1 are submerged at equal spaces, the steel frame is pulled out to construct storing tanks 14, water barrier walls 7 are constructed in such a manner as to connect between the storing tanks 14 or be connected to both ends of the storing tank 4 through a joining steel plate 8. Underground flowing water cut off by the water barrier wall 7 can be stored in the storing tank 14 through the water permeable filling material 5 and the catchment hole 13. |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JPH02296936A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JPH02296936A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JPH02296936A3</originalsourceid><addsrcrecordid>eNrjZJAJDgkKdQ4JDXJV8HdTCPVzcQ1yD_IH0goujr48DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTeK8DDwMjI0szS2MzRmBg1AIlHITQ</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>STRUCTURE OF UNDERGROUND DAM</title><source>esp@cenet</source><creator>ARAI MASAO ; KISHI YASUHIRO ; SAKATE MASAAKI ; IZEKI HIDEO</creator><creatorcontrib>ARAI MASAO ; KISHI YASUHIRO ; SAKATE MASAAKI ; IZEKI HIDEO</creatorcontrib><description>PURPOSE:To reduce a site required for constructing a storing tank and to reduce the construction period and the construction cost by arranging a storing tank having water permeability and a storing tank having impermeability connected in a line using a water barrier wall as a boundary on the water barrier wall. CONSTITUTION:Water permeable filling material 5 such as ballast or the like is charged in the hemihedry where catchment holes 13 are bored between the machine peripheral surface of a caisson body 1 and a steel frame fitted to the caisson body 1, and impermeable filling material 6 is charged in the remaining hemihedry thereof. The caisson 1 is buried in such a manner that the other side of the catchment hole 13 side is opposite to a flow of underground water. After plural caisson bodies 1 are submerged at equal spaces, the steel frame is pulled out to construct storing tanks 14, water barrier walls 7 are constructed in such a manner as to connect between the storing tanks 14 or be connected to both ends of the storing tank 4 through a joining steel plate 8. Underground flowing water cut off by the water barrier wall 7 can be stored in the storing tank 14 through the water permeable filling material 5 and the catchment hole 13.</description><language>eng</language><subject>FIXED CONSTRUCTIONS ; FOUNDATIONS ; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC ; GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS ; HYDRAULIC ENGINEERING ; INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, ORDISTRIBUTING WATER ; SEWERAGE ; SOIL SHIFTING ; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS ; TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE ; TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINSTCLIMATE CHANGE ; WATER SUPPLY</subject><creationdate>1990</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19901207&DB=EPODOC&CC=JP&NR=H02296936A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19901207&DB=EPODOC&CC=JP&NR=H02296936A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ARAI MASAO</creatorcontrib><creatorcontrib>KISHI YASUHIRO</creatorcontrib><creatorcontrib>SAKATE MASAAKI</creatorcontrib><creatorcontrib>IZEKI HIDEO</creatorcontrib><title>STRUCTURE OF UNDERGROUND DAM</title><description>PURPOSE:To reduce a site required for constructing a storing tank and to reduce the construction period and the construction cost by arranging a storing tank having water permeability and a storing tank having impermeability connected in a line using a water barrier wall as a boundary on the water barrier wall. CONSTITUTION:Water permeable filling material 5 such as ballast or the like is charged in the hemihedry where catchment holes 13 are bored between the machine peripheral surface of a caisson body 1 and a steel frame fitted to the caisson body 1, and impermeable filling material 6 is charged in the remaining hemihedry thereof. The caisson 1 is buried in such a manner that the other side of the catchment hole 13 side is opposite to a flow of underground water. After plural caisson bodies 1 are submerged at equal spaces, the steel frame is pulled out to construct storing tanks 14, water barrier walls 7 are constructed in such a manner as to connect between the storing tanks 14 or be connected to both ends of the storing tank 4 through a joining steel plate 8. Underground flowing water cut off by the water barrier wall 7 can be stored in the storing tank 14 through the water permeable filling material 5 and the catchment hole 13.</description><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC</subject><subject>GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, ORDISTRIBUTING WATER</subject><subject>SEWERAGE</subject><subject>SOIL SHIFTING</subject><subject>TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS</subject><subject>TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE</subject><subject>TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINSTCLIMATE CHANGE</subject><subject>WATER SUPPLY</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1990</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZJAJDgkKdQ4JDXJV8HdTCPVzcQ1yD_IH0goujr48DKxpiTnFqbxQmptB0c01xNlDN7UgPz61uCAxOTUvtSTeK8DDwMjI0szS2MzRmBg1AIlHITQ</recordid><startdate>19901207</startdate><enddate>19901207</enddate><creator>ARAI MASAO</creator><creator>KISHI YASUHIRO</creator><creator>SAKATE MASAAKI</creator><creator>IZEKI HIDEO</creator><scope>EVB</scope></search><sort><creationdate>19901207</creationdate><title>STRUCTURE OF UNDERGROUND DAM</title><author>ARAI MASAO ; KISHI YASUHIRO ; SAKATE MASAAKI ; IZEKI HIDEO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH02296936A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1990</creationdate><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC</topic><topic>GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, ORDISTRIBUTING WATER</topic><topic>SEWERAGE</topic><topic>SOIL SHIFTING</topic><topic>TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS</topic><topic>TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE</topic><topic>TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINSTCLIMATE CHANGE</topic><topic>WATER SUPPLY</topic><toplevel>online_resources</toplevel><creatorcontrib>ARAI MASAO</creatorcontrib><creatorcontrib>KISHI YASUHIRO</creatorcontrib><creatorcontrib>SAKATE MASAAKI</creatorcontrib><creatorcontrib>IZEKI HIDEO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ARAI MASAO</au><au>KISHI YASUHIRO</au><au>SAKATE MASAAKI</au><au>IZEKI HIDEO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>STRUCTURE OF UNDERGROUND DAM</title><date>1990-12-07</date><risdate>1990</risdate><abstract>PURPOSE:To reduce a site required for constructing a storing tank and to reduce the construction period and the construction cost by arranging a storing tank having water permeability and a storing tank having impermeability connected in a line using a water barrier wall as a boundary on the water barrier wall. CONSTITUTION:Water permeable filling material 5 such as ballast or the like is charged in the hemihedry where catchment holes 13 are bored between the machine peripheral surface of a caisson body 1 and a steel frame fitted to the caisson body 1, and impermeable filling material 6 is charged in the remaining hemihedry thereof. The caisson 1 is buried in such a manner that the other side of the catchment hole 13 side is opposite to a flow of underground water. After plural caisson bodies 1 are submerged at equal spaces, the steel frame is pulled out to construct storing tanks 14, water barrier walls 7 are constructed in such a manner as to connect between the storing tanks 14 or be connected to both ends of the storing tank 4 through a joining steel plate 8. Underground flowing water cut off by the water barrier wall 7 can be stored in the storing tank 14 through the water permeable filling material 5 and the catchment hole 13.</abstract><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext_linktorsrc |
| identifier | |
| ispartof | |
| issn | |
| language | eng |
| recordid | cdi_epo_espacenet_JPH02296936A |
| source | esp@cenet |
| subjects | FIXED CONSTRUCTIONS FOUNDATIONS GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS HYDRAULIC ENGINEERING INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, ORDISTRIBUTING WATER SEWERAGE SOIL SHIFTING TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINSTCLIMATE CHANGE WATER SUPPLY |
| title | STRUCTURE OF UNDERGROUND DAM |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-02T05%3A01%3A00IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=ARAI%20MASAO&rft.date=1990-12-07&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJPH02296936A%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |