CONCRETE PLACEMENT PLANNING METHOD AND PLACEMENT PLANNING SUPPORT DEVICE
To provide a concrete placement planning method and placement planning support device which allow anyone to perform highly accurate block allocation simulating the actual concrete flowing mode.SOLUTION: A concrete placement planning method comprises: an A step of creating a block image 20 drawn such...
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| creator | WATABE TAKAHIKO USUI TATSUYA TAKEDA HITOSHI TOMITA SHINICHI SATO SHUNSUKE |
| description | To provide a concrete placement planning method and placement planning support device which allow anyone to perform highly accurate block allocation simulating the actual concrete flowing mode.SOLUTION: A concrete placement planning method comprises: an A step of creating a block image 20 drawn such that a plurality of placement unit blocks 21 is adjacent to each other, the placement unit block 21 being the polygon approximating to the circle whose area is predetermined with a set flowing distance r of concrete; and a B step of creating a superimposed image 40 in which a structure image 30 being a plane image of a concrete structure is superimposed on the block image 20, specifying an area and centroid of a superimposed area 45 of the concrete structure with the placement unit block 21 in the superimposed image 40 and setting the centroid as a cylindrical tip position of a hose in the time of concrete placement of the superimposed area 45 using the area as the calculation basis of the concrete volume of the superimposed area 45.SELECTED DRAWING: Figure 4
【課題】実際のコンクリートの流動態様が模擬された精度の高い打設ブロック割りを、誰でも行うことのできる、コンクリートの打設計画方法と打設計画支援装置を提供する。【解決手段】コンクリートの打設計画方法は、複数の打設単位ブロック２１が隣接するようにして描画されているブロック画像２０を作成し、この際に、打設単位ブロック２１は、設定されたコンクリートの流動距離ｒによって面積が規定されている、円形に近接した多角形とするＡ工程と、コンクリート構造物の平面画像である構造物画像３０をブロック画像２０に重ね合わせて重ね合わせ画像４０を作成し、重ね合わせ画像４０において、打設単位ブロック２１とコンクリート構造物の重ね合わせ領域４５の面積と図心を特定し、面積を重ね合わせ領域４５のコンクリート体積の計算根拠とし、図心を重ね合わせ領域４５のコンクリート打設時のホースの筒先位置とするＢ工程とを有する。【選択図】図４ |
| format | Patent |
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【課題】実際のコンクリートの流動態様が模擬された精度の高い打設ブロック割りを、誰でも行うことのできる、コンクリートの打設計画方法と打設計画支援装置を提供する。【解決手段】コンクリートの打設計画方法は、複数の打設単位ブロック２１が隣接するようにして描画されているブロック画像２０を作成し、この際に、打設単位ブロック２１は、設定されたコンクリートの流動距離ｒによって面積が規定されている、円形に近接した多角形とするＡ工程と、コンクリート構造物の平面画像である構造物画像３０をブロック画像２０に重ね合わせて重ね合わせ画像４０を作成し、重ね合わせ画像４０において、打設単位ブロック２１とコンクリート構造物の重ね合わせ領域４５の面積と図心を特定し、面積を重ね合わせ領域４５のコンクリート体積の計算根拠とし、図心を重ね合わせ領域４５のコンクリート打設時のホースの筒先位置とするＢ工程とを有する。【選択図】図４</description><language>eng ; jpn</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; CALCULATING ; COMPUTING ; COUNTING ; DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES ; FIXED CONSTRUCTIONS ; FORMS ; HANDLING BUILDING MATERIALS ON THE SITE ; PHYSICS ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHUTTERING ; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR</subject><creationdate>2023</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=20231026&DB=EPODOC&CC=JP&NR=2023157299A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,309,781,886,25569,76552</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20231026&DB=EPODOC&CC=JP&NR=2023157299A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WATABE TAKAHIKO</creatorcontrib><creatorcontrib>USUI TATSUYA</creatorcontrib><creatorcontrib>TAKEDA HITOSHI</creatorcontrib><creatorcontrib>TOMITA SHINICHI</creatorcontrib><creatorcontrib>SATO SHUNSUKE</creatorcontrib><title>CONCRETE PLACEMENT PLANNING METHOD AND PLACEMENT PLANNING SUPPORT DEVICE</title><description>To provide a concrete placement planning method and placement planning support device which allow anyone to perform highly accurate block allocation simulating the actual concrete flowing mode.SOLUTION: A concrete placement planning method comprises: an A step of creating a block image 20 drawn such that a plurality of placement unit blocks 21 is adjacent to each other, the placement unit block 21 being the polygon approximating to the circle whose area is predetermined with a set flowing distance r of concrete; and a B step of creating a superimposed image 40 in which a structure image 30 being a plane image of a concrete structure is superimposed on the block image 20, specifying an area and centroid of a superimposed area 45 of the concrete structure with the placement unit block 21 in the superimposed image 40 and setting the centroid as a cylindrical tip position of a hose in the time of concrete placement of the superimposed area 45 using the area as the calculation basis of the concrete volume of the superimposed area 45.SELECTED DRAWING: Figure 4
【課題】実際のコンクリートの流動態様が模擬された精度の高い打設ブロック割りを、誰でも行うことのできる、コンクリートの打設計画方法と打設計画支援装置を提供する。【解決手段】コンクリートの打設計画方法は、複数の打設単位ブロック２１が隣接するようにして描画されているブロック画像２０を作成し、この際に、打設単位ブロック２１は、設定されたコンクリートの流動距離ｒによって面積が規定されている、円形に近接した多角形とするＡ工程と、コンクリート構造物の平面画像である構造物画像３０をブロック画像２０に重ね合わせて重ね合わせ画像４０を作成し、重ね合わせ画像４０において、打設単位ブロック２１とコンクリート構造物の重ね合わせ領域４５の面積と図心を特定し、面積を重ね合わせ領域４５のコンクリート体積の計算根拠とし、図心を重ね合わせ領域４５のコンクリート打設時のホースの筒先位置とするＢ工程とを有する。【選択図】図４</description><subject>BUILDING</subject><subject>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</subject><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FORMS</subject><subject>HANDLING BUILDING MATERIALS ON THE SITE</subject><subject>PHYSICS</subject><subject>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</subject><subject>SCAFFOLDING</subject><subject>SHUTTERING</subject><subject>SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPBw9vdzDnINcVUI8HF0dvV19QsBsfz8PP3cFXxdQzz8XRQc_VywyQaHBgT4B4UouLiGeTq78jCwpiXmFKfyQmluBiU31xBnD93Ugvz41OKCxOTUvNSSeK8AIwMjY0NTcyNLS0djohQBAGS-LWc</recordid><startdate>20231026</startdate><enddate>20231026</enddate><creator>WATABE TAKAHIKO</creator><creator>USUI TATSUYA</creator><creator>TAKEDA HITOSHI</creator><creator>TOMITA SHINICHI</creator><creator>SATO SHUNSUKE</creator><scope>EVB</scope></search><sort><creationdate>20231026</creationdate><title>CONCRETE PLACEMENT PLANNING METHOD AND PLACEMENT PLANNING SUPPORT DEVICE</title><author>WATABE TAKAHIKO ; USUI TATSUYA ; TAKEDA HITOSHI ; TOMITA SHINICHI ; SATO SHUNSUKE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2023157299A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2023</creationdate><topic>BUILDING</topic><topic>BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE</topic><topic>CALCULATING</topic><topic>COMPUTING</topic><topic>COUNTING</topic><topic>DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FORMS</topic><topic>HANDLING BUILDING MATERIALS ON THE SITE</topic><topic>PHYSICS</topic><topic>REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS</topic><topic>SCAFFOLDING</topic><topic>SHUTTERING</topic><topic>SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR</topic><toplevel>online_resources</toplevel><creatorcontrib>WATABE TAKAHIKO</creatorcontrib><creatorcontrib>USUI TATSUYA</creatorcontrib><creatorcontrib>TAKEDA HITOSHI</creatorcontrib><creatorcontrib>TOMITA SHINICHI</creatorcontrib><creatorcontrib>SATO SHUNSUKE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WATABE TAKAHIKO</au><au>USUI TATSUYA</au><au>TAKEDA HITOSHI</au><au>TOMITA SHINICHI</au><au>SATO SHUNSUKE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONCRETE PLACEMENT PLANNING METHOD AND PLACEMENT PLANNING SUPPORT DEVICE</title><date>2023-10-26</date><risdate>2023</risdate><abstract>To provide a concrete placement planning method and placement planning support device which allow anyone to perform highly accurate block allocation simulating the actual concrete flowing mode.SOLUTION: A concrete placement planning method comprises: an A step of creating a block image 20 drawn such that a plurality of placement unit blocks 21 is adjacent to each other, the placement unit block 21 being the polygon approximating to the circle whose area is predetermined with a set flowing distance r of concrete; and a B step of creating a superimposed image 40 in which a structure image 30 being a plane image of a concrete structure is superimposed on the block image 20, specifying an area and centroid of a superimposed area 45 of the concrete structure with the placement unit block 21 in the superimposed image 40 and setting the centroid as a cylindrical tip position of a hose in the time of concrete placement of the superimposed area 45 using the area as the calculation basis of the concrete volume of the superimposed area 45.SELECTED DRAWING: Figure 4
【課題】実際のコンクリートの流動態様が模擬された精度の高い打設ブロック割りを、誰でも行うことのできる、コンクリートの打設計画方法と打設計画支援装置を提供する。【解決手段】コンクリートの打設計画方法は、複数の打設単位ブロック２１が隣接するようにして描画されているブロック画像２０を作成し、この際に、打設単位ブロック２１は、設定されたコンクリートの流動距離ｒによって面積が規定されている、円形に近接した多角形とするＡ工程と、コンクリート構造物の平面画像である構造物画像３０をブロック画像２０に重ね合わせて重ね合わせ画像４０を作成し、重ね合わせ画像４０において、打設単位ブロック２１とコンクリート構造物の重ね合わせ領域４５の面積と図心を特定し、面積を重ね合わせ領域４５のコンクリート体積の計算根拠とし、図心を重ね合わせ領域４５のコンクリート打設時のホースの筒先位置とするＢ工程とを有する。【選択図】図４</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE CALCULATING COMPUTING COUNTING DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FORADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORYOR FORECASTING PURPOSES FIXED CONSTRUCTIONS FORMS HANDLING BUILDING MATERIALS ON THE SITE PHYSICS REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE,COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTINGPURPOSES, NOT OTHERWISE PROVIDED FOR |
| title | CONCRETE PLACEMENT PLANNING METHOD AND PLACEMENT PLANNING SUPPORT DEVICE |
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