Inclined stiffening core pile foundation pit supporting structure
The utility model relates to an inclined stiffening core pile foundation pit supporting structure, which relates to the technical field of foundation pit supporting, and comprises a plurality of slope protection piles uniformly distributed on the slope of a foundation pit, a plurality of high-pressu...
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| creator | CHEN XIAOYUE QI JIANJUN JIN YOUXIANG ZHANG SHOUZHONG YAO FUQIAN ZHOU GUORONG LI TIEYING LI XUEGANG ZHANG PENGQIANG |
| description | The utility model relates to an inclined stiffening core pile foundation pit supporting structure, which relates to the technical field of foundation pit supporting, and comprises a plurality of slope protection piles uniformly distributed on the slope of a foundation pit, a plurality of high-pressure jet grouting piles embedded in the soil layer on the inner side of the foundation pit, and inclined stiffening core piles connected between the slope protection piles and the high-pressure jet grouting piles, a top beam is connected between the upper portions of the slope protection piles, one end of each oblique stiffening core pile is fixedly connected with the top beam, and the other end of each oblique stiffening core pile is obliquely inserted into a soil layer and fixedly connected with the corresponding high-pressure jet grouting pile. The method has the effect of improving the stability of the foundation pit.
本申请涉及一种斜向劲芯桩基坑支护结构，涉及基坑支护的技术领域，其包括均布在基坑边坡的多个护坡桩、埋设在基坑内侧土层中的多个高压旋喷桩以及连接在所述护坡桩与所述高压旋喷桩之间的斜向劲芯桩，多个所 |
| format | Patent |
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本申请涉及一种斜向劲芯桩基坑支护结构，涉及基坑支护的技术领域，其包括均布在基坑边坡的多个护坡桩、埋设在基坑内侧土层中的多个高压旋喷桩以及连接在所述护坡桩与所述高压旋喷桩之间的斜向劲芯桩，多个所</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=20230620&DB=EPODOC&CC=CN&NR=219219035U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25555,76308</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230620&DB=EPODOC&CC=CN&NR=219219035U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CHEN XIAOYUE</creatorcontrib><creatorcontrib>QI JIANJUN</creatorcontrib><creatorcontrib>JIN YOUXIANG</creatorcontrib><creatorcontrib>ZHANG SHOUZHONG</creatorcontrib><creatorcontrib>YAO FUQIAN</creatorcontrib><creatorcontrib>ZHOU GUORONG</creatorcontrib><creatorcontrib>LI TIEYING</creatorcontrib><creatorcontrib>LI XUEGANG</creatorcontrib><creatorcontrib>ZHANG PENGQIANG</creatorcontrib><title>Inclined stiffening core pile foundation pit supporting structure</title><description>The utility model relates to an inclined stiffening core pile foundation pit supporting structure, which relates to the technical field of foundation pit supporting, and comprises a plurality of slope protection piles uniformly distributed on the slope of a foundation pit, a plurality of high-pressure jet grouting piles embedded in the soil layer on the inner side of the foundation pit, and inclined stiffening core piles connected between the slope protection piles and the high-pressure jet grouting piles, a top beam is connected between the upper portions of the slope protection piles, one end of each oblique stiffening core pile is fixedly connected with the top beam, and the other end of each oblique stiffening core pile is obliquely inserted into a soil layer and fixedly connected with the corresponding high-pressure jet grouting pile. The method has the effect of improving the stability of the foundation pit.
本申请涉及一种斜向劲芯桩基坑支护结构，涉及基坑支护的技术领域，其包括均布在基坑边坡的多个护坡桩、埋设在基坑内侧土层中的多个高压旋喷桩以及连接在所述护坡桩与所述高压旋喷桩之间的斜向劲芯桩，多个所</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHD0zEvOycxLTVEoLslMS0vNy8xLV0jOL0pVKMjMSVVIyy_NS0ksyczPA_JLFIpLCwryi0pAaopLikqTS0qLUnkYWNMSc4pTeaE0N4OSm2uIs4duakF-fGpxQWJyal5qSbyzn5GhJRAZGJuGhhoTpQgAxtwzUg</recordid><startdate>20230620</startdate><enddate>20230620</enddate><creator>CHEN XIAOYUE</creator><creator>QI JIANJUN</creator><creator>JIN YOUXIANG</creator><creator>ZHANG SHOUZHONG</creator><creator>YAO FUQIAN</creator><creator>ZHOU GUORONG</creator><creator>LI TIEYING</creator><creator>LI XUEGANG</creator><creator>ZHANG PENGQIANG</creator><scope>EVB</scope></search><sort><creationdate>20230620</creationdate><title>Inclined stiffening core pile foundation pit supporting structure</title><author>CHEN XIAOYUE ; QI JIANJUN ; JIN YOUXIANG ; ZHANG SHOUZHONG ; YAO FUQIAN ; ZHOU GUORONG ; LI TIEYING ; LI XUEGANG ; ZHANG PENGQIANG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN219219035UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>CHEN XIAOYUE</creatorcontrib><creatorcontrib>QI JIANJUN</creatorcontrib><creatorcontrib>JIN YOUXIANG</creatorcontrib><creatorcontrib>ZHANG SHOUZHONG</creatorcontrib><creatorcontrib>YAO FUQIAN</creatorcontrib><creatorcontrib>ZHOU GUORONG</creatorcontrib><creatorcontrib>LI TIEYING</creatorcontrib><creatorcontrib>LI XUEGANG</creatorcontrib><creatorcontrib>ZHANG PENGQIANG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>CHEN XIAOYUE</au><au>QI JIANJUN</au><au>JIN YOUXIANG</au><au>ZHANG SHOUZHONG</au><au>YAO FUQIAN</au><au>ZHOU GUORONG</au><au>LI TIEYING</au><au>LI XUEGANG</au><au>ZHANG PENGQIANG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Inclined stiffening core pile foundation pit supporting structure</title><date>2023-06-20</date><risdate>2023</risdate><abstract>The utility model relates to an inclined stiffening core pile foundation pit supporting structure, which relates to the technical field of foundation pit supporting, and comprises a plurality of slope protection piles uniformly distributed on the slope of a foundation pit, a plurality of high-pressure jet grouting piles embedded in the soil layer on the inner side of the foundation pit, and inclined stiffening core piles connected between the slope protection piles and the high-pressure jet grouting piles, a top beam is connected between the upper portions of the slope protection piles, one end of each oblique stiffening core pile is fixedly connected with the top beam, and the other end of each oblique stiffening core pile is obliquely inserted into a soil layer and fixedly connected with the corresponding high-pressure jet grouting pile. The method has the effect of improving the stability of the foundation pit.
本申请涉及一种斜向劲芯桩基坑支护结构，涉及基坑支护的技术领域，其包括均布在基坑边坡的多个护坡桩、埋设在基坑内侧土层中的多个高压旋喷桩以及连接在所述护坡桩与所述高压旋喷桩之间的斜向劲芯桩，多个所</abstract><oa>free_for_read</oa></addata></record> |
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| language | chi ; eng |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Inclined stiffening core pile foundation pit supporting structure |
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