Method for making reinforcing steel bar processing site by utilizing solidified drilling slag soil
The invention discloses a method for making a reinforcing steel bar processing site by using solidified drilling slag soil, which comprises the following steps of: measuring and setting out to mark and form a to-be-hardened area; paving drilling sediment and slurry in the to-be-hardened area to form...
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| creator | HAO YU ZHANG JINGE GE SHUWEN ZHAO GAOJIE LIU YUNSHENG GUO DANGSHENG ZHENG MAOYU WANG WULIN LIANG CHENGHUA HE SHIMING DING XIN HUANG XINFENG DANG JINZHONG HUO JIATIAN YU HEKUN WU XIAOGANG YAO HUALI WANG CE YANG LEI WANG HAINING SI CHENGQING XU LISHAN CAO JIANHUI YUE ZHONGJIE CHEN HUI LI SHIXIN HONG WEI JIA CHENG CHEN PENG |
| description | The invention discloses a method for making a reinforcing steel bar processing site by using solidified drilling slag soil, which comprises the following steps of: measuring and setting out to mark and form a to-be-hardened area; paving drilling sediment and slurry in the to-be-hardened area to form a soil layer; laying a soil stabilizer on the soil layer; the soil curing agent comprises cement and a composite curing agent, the mass percent of the cement is 5%-10%, and the mass percent of the composite curing agent is 0.04%-0.06%; the composite curing agent comprises a first surfactant and a second surfactant in a mass ratio of 1: (0.2-0.5); mixing the soil layer and a soil stabilizer to form a solidified layer; and treating the curing layer to form the reinforcing steel bar processing site. According to the method, the soil stabilizer is utilized, the water content of the soil formed by the drilling slag soil is reduced, the conversion of turning waste into wealth is achieved, the drilling slag soil is utili |
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According to the method, the soil stabilizer is utilized, the water content of the soil formed by the drilling slag soil is reduced, the conversion of turning waste into wealth is achieved, the drilling slag soil is utili</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</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=20230718&DB=EPODOC&CC=CN&NR=116446378A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230718&DB=EPODOC&CC=CN&NR=116446378A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HAO YU</creatorcontrib><creatorcontrib>ZHANG JINGE</creatorcontrib><creatorcontrib>GE SHUWEN</creatorcontrib><creatorcontrib>ZHAO GAOJIE</creatorcontrib><creatorcontrib>LIU YUNSHENG</creatorcontrib><creatorcontrib>GUO DANGSHENG</creatorcontrib><creatorcontrib>ZHENG MAOYU</creatorcontrib><creatorcontrib>WANG WULIN</creatorcontrib><creatorcontrib>LIANG CHENGHUA</creatorcontrib><creatorcontrib>HE SHIMING</creatorcontrib><creatorcontrib>DING XIN</creatorcontrib><creatorcontrib>HUANG XINFENG</creatorcontrib><creatorcontrib>DANG JINZHONG</creatorcontrib><creatorcontrib>HUO JIATIAN</creatorcontrib><creatorcontrib>YU HEKUN</creatorcontrib><creatorcontrib>WU XIAOGANG</creatorcontrib><creatorcontrib>YAO HUALI</creatorcontrib><creatorcontrib>WANG CE</creatorcontrib><creatorcontrib>YANG LEI</creatorcontrib><creatorcontrib>WANG HAINING</creatorcontrib><creatorcontrib>SI CHENGQING</creatorcontrib><creatorcontrib>XU LISHAN</creatorcontrib><creatorcontrib>CAO JIANHUI</creatorcontrib><creatorcontrib>YUE ZHONGJIE</creatorcontrib><creatorcontrib>CHEN HUI</creatorcontrib><creatorcontrib>LI SHIXIN</creatorcontrib><creatorcontrib>HONG WEI</creatorcontrib><creatorcontrib>JIA CHENG</creatorcontrib><creatorcontrib>CHEN PENG</creatorcontrib><title>Method for making reinforcing steel bar processing site by utilizing solidified drilling slag soil</title><description>The invention discloses a method for making a reinforcing steel bar processing site by using solidified drilling slag soil, which comprises the following steps of: measuring and setting out to mark and form a to-be-hardened area; paving drilling sediment and slurry in the to-be-hardened area to form a soil layer; laying a soil stabilizer on the soil layer; the soil curing agent comprises cement and a composite curing agent, the mass percent of the cement is 5%-10%, and the mass percent of the composite curing agent is 0.04%-0.06%; the composite curing agent comprises a first surfactant and a second surfactant in a mass ratio of 1: (0.2-0.5); mixing the soil layer and a soil stabilizer to form a solidified layer; and treating the curing layer to form the reinforcing steel bar processing site. 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paving drilling sediment and slurry in the to-be-hardened area to form a soil layer; laying a soil stabilizer on the soil layer; the soil curing agent comprises cement and a composite curing agent, the mass percent of the cement is 5%-10%, and the mass percent of the composite curing agent is 0.04%-0.06%; the composite curing agent comprises a first surfactant and a second surfactant in a mass ratio of 1: (0.2-0.5); mixing the soil layer and a soil stabilizer to form a solidified layer; and treating the curing layer to form the reinforcing steel bar processing site. According to the method, the soil stabilizer is utilized, the water content of the soil formed by the drilling slag soil is reduced, the conversion of turning waste into wealth is achieved, the drilling slag soil is utili</abstract><oa>free_for_read</oa></addata></record> |
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| title | Method for making reinforcing steel bar processing site by utilizing solidified drilling slag soil |
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