SKELETON CONNECTING METHOD IN REVERSE CONCRETE PLACING CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To enhance the joining performance of an upper layer concrete with a lower layer concrete by using a splicing sheet having surface unevenness. SOLUTION: A splicing sheet is equipped with surface unevenness, and with the projections facing down, the sheet is laid on the bottom s...
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| creator | YABUUCHI HIROYUKI TATSUTOMI KENJI NISHINO SEIJI |
| description | PROBLEM TO BE SOLVED: To enhance the joining performance of an upper layer concrete with a lower layer concrete by using a splicing sheet having surface unevenness. SOLUTION: A splicing sheet is equipped with surface unevenness, and with the projections facing down, the sheet is laid on the bottom suffice of the camber of an exterior wall skeleton to be constructed, and steel bars for connection 12 are inserted perpendicularly to the flat surface of the sheet and secured, and upper layer concrete 20 is placed. The steel bars 12 protruding downward from the rcess in the splicing surface 14 of a capital are joined with vertical rods 15 for columanr skeleton of the lower layer by a gas pressure contact joint, etc., and a concrete form 18 is installed around the structural steel bars which were arranged, and lower layer concrete 19 for the exterior wall skeleton is placed. |
| format | Patent |
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SOLUTION: A splicing sheet is equipped with surface unevenness, and with the projections facing down, the sheet is laid on the bottom suffice of the camber of an exterior wall skeleton to be constructed, and steel bars for connection 12 are inserted perpendicularly to the flat surface of the sheet and secured, and upper layer concrete 20 is placed. The steel bars 12 protruding downward from the rcess in the splicing surface 14 of a capital are joined with vertical rods 15 for columanr skeleton of the lower layer by a gas pressure contact joint, etc., and a concrete form 18 is installed around the structural steel bars which were arranged, and lower layer concrete 19 for the exterior wall skeleton is placed.</description><edition>6</edition><language>eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; EARTH DRILLING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FORMS ; FOUNDATIONS ; GALLERIES ; HANDLING BUILDING MATERIALS ON THE SITE ; HYDRAULIC ENGINEERING ; LARGE UNDERGROUND CHAMBERS ; MINING ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHAFTS ; SHUTTERING ; SOIL SHIFTING ; TUNNELS ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1997</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=19970617&DB=EPODOC&CC=JP&NR=H09158225A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19970617&DB=EPODOC&CC=JP&NR=H09158225A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>YABUUCHI HIROYUKI</creatorcontrib><creatorcontrib>TATSUTOMI KENJI</creatorcontrib><creatorcontrib>NISHINO SEIJI</creatorcontrib><title>SKELETON CONNECTING METHOD IN REVERSE CONCRETE PLACING CONSTRUCTION METHOD</title><description>PROBLEM TO BE SOLVED: To enhance the joining performance of an upper layer concrete with a lower layer concrete by using a splicing sheet having surface unevenness. 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SOLUTION: A splicing sheet is equipped with surface unevenness, and with the projections facing down, the sheet is laid on the bottom suffice of the camber of an exterior wall skeleton to be constructed, and steel bars for connection 12 are inserted perpendicularly to the flat surface of the sheet and secured, and upper layer concrete 20 is placed. The steel bars 12 protruding downward from the rcess in the splicing surface 14 of a capital are joined with vertical rods 15 for columanr skeleton of the lower layer by a gas pressure contact joint, etc., and a concrete form 18 is installed around the structural steel bars which were arranged, and lower layer concrete 19 for the exterior wall skeleton is placed.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FORMS FOUNDATIONS GALLERIES HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING LARGE UNDERGROUND CHAMBERS MINING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHAFTS SHUTTERING SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES |
| title | SKELETON CONNECTING METHOD IN REVERSE CONCRETE PLACING CONSTRUCTION METHOD |
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