Novel special-shaped prefabricated bearing platform construction method
The invention discloses a novel special-shaped prefabricated bearing platform construction method. The novel special-shaped prefabricated bearing platform construction method comprises the following steps that S1, a bearing platform shell structure is prefabricated; s2, all the inclined piles are co...
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| creator | LIU GE XU RENWEN LI ZHEN YANG LEI ZENG JIAN ZHAO JUN ZHANG QIQI YANG SUHAI ZHANG KE HU QIANG FU WENXUAN CHENG MINGMING LUO LULU WANG JIAN ZHOU SHISHEN LI WEN ZENG WENSONGWU |
| description | The invention discloses a novel special-shaped prefabricated bearing platform construction method. The novel special-shaped prefabricated bearing platform construction method comprises the following steps that S1, a bearing platform shell structure is prefabricated; s2, all the inclined piles are constructed, and supporting brackets are installed at the upper ends of all the inclined piles; an annular steel plate is arranged on the top surface of each supporting bracket; s3, an adjustable assembled universal lifting appliance is adopted for lifting the lower-layer shell, and the lower-layer shell is slowly lowered till the inclined piles enter the corresponding embedded holes and are supported on the supporting brackets; s4, sealing construction is conducted on gaps between the embedded holes of the lower-layer shell and the inclined piles through concrete; limiting profile steel is installed on the lower-layer shell. S5, binding internal steel bars of the lower-layer shell, and pouring core filling concrete; |
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The novel special-shaped prefabricated bearing platform construction method comprises the following steps that S1, a bearing platform shell structure is prefabricated; s2, all the inclined piles are constructed, and supporting brackets are installed at the upper ends of all the inclined piles; an annular steel plate is arranged on the top surface of each supporting bracket; s3, an adjustable assembled universal lifting appliance is adopted for lifting the lower-layer shell, and the lower-layer shell is slowly lowered till the inclined piles enter the corresponding embedded holes and are supported on the supporting brackets; s4, sealing construction is conducted on gaps between the embedded holes of the lower-layer shell and the inclined piles through concrete; limiting profile steel is installed on the lower-layer shell. S5, binding internal steel bars of the lower-layer shell, and pouring core filling concrete;</description><language>chi ; eng</language><subject>BUILDING ; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FORMS ; FOUNDATIONS ; HANDLING BUILDING MATERIALS ON THE SITE ; HYDRAULIC ENGINEERING ; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS ; SCAFFOLDING ; SHUTTERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2024</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=20240503&DB=EPODOC&CC=CN&NR=117966786A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240503&DB=EPODOC&CC=CN&NR=117966786A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>LIU GE</creatorcontrib><creatorcontrib>XU RENWEN</creatorcontrib><creatorcontrib>LI ZHEN</creatorcontrib><creatorcontrib>YANG LEI</creatorcontrib><creatorcontrib>ZENG JIAN</creatorcontrib><creatorcontrib>ZHAO JUN</creatorcontrib><creatorcontrib>ZHANG QIQI</creatorcontrib><creatorcontrib>YANG SUHAI</creatorcontrib><creatorcontrib>ZHANG KE</creatorcontrib><creatorcontrib>HU QIANG</creatorcontrib><creatorcontrib>FU WENXUAN</creatorcontrib><creatorcontrib>CHENG MINGMING</creatorcontrib><creatorcontrib>LUO LULU</creatorcontrib><creatorcontrib>WANG JIAN</creatorcontrib><creatorcontrib>ZHOU SHISHEN</creatorcontrib><creatorcontrib>LI WEN</creatorcontrib><creatorcontrib>ZENG WENSONGWU</creatorcontrib><title>Novel special-shaped prefabricated bearing platform construction method</title><description>The invention discloses a novel special-shaped prefabricated bearing platform construction method. The novel special-shaped prefabricated bearing platform construction method comprises the following steps that S1, a bearing platform shell structure is prefabricated; s2, all the inclined piles are constructed, and supporting brackets are installed at the upper ends of all the inclined piles; an annular steel plate is arranged on the top surface of each supporting bracket; s3, an adjustable assembled universal lifting appliance is adopted for lifting the lower-layer shell, and the lower-layer shell is slowly lowered till the inclined piles enter the corresponding embedded holes and are supported on the supporting brackets; s4, sealing construction is conducted on gaps between the embedded holes of the lower-layer shell and the inclined piles through concrete; limiting profile steel is installed on the lower-layer shell. 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The novel special-shaped prefabricated bearing platform construction method comprises the following steps that S1, a bearing platform shell structure is prefabricated; s2, all the inclined piles are constructed, and supporting brackets are installed at the upper ends of all the inclined piles; an annular steel plate is arranged on the top surface of each supporting bracket; s3, an adjustable assembled universal lifting appliance is adopted for lifting the lower-layer shell, and the lower-layer shell is slowly lowered till the inclined piles enter the corresponding embedded holes and are supported on the supporting brackets; s4, sealing construction is conducted on gaps between the embedded holes of the lower-layer shell and the inclined piles through concrete; limiting profile steel is installed on the lower-layer shell. S5, binding internal steel bars of the lower-layer shell, and pouring core filling concrete;</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | BUILDING BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FORMS FOUNDATIONS HANDLING BUILDING MATERIALS ON THE SITE HYDRAULIC ENGINEERING REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS SCAFFOLDING SHUTTERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Novel special-shaped prefabricated bearing platform construction method |
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