Reinforcing system of soft soil foundation
The utility model provides a reinforcing system of soft soil foundation relates to building foundation and consolidates the field, aims at solving the different position of same building load and adopts the same reinforcing pile long, and the additional stress in its ground is different, the great p...
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creator | WANG SHUIFEI DI JIANZHONG FAN HONGMEI SHI JIANBING LU HAIDONG WU LIANXIANG |
description | The utility model provides a reinforcing system of soft soil foundation relates to building foundation and consolidates the field, aims at solving the different position of same building load and adopts the same reinforcing pile long, and the additional stress in its ground is different, the great problem of differential settlement, including laying the reinforcing pile in the ground, reinforcingpile still includes the short piles who lays in the annex below including laying the long -pile in the main building below, the reinforcing pile upper berth is equipped with geotechnological cloth, geotechnique's cloth upper berth is equipped with the mattress layer, forms novel composite foundation. The utility model discloses an improvement is reinforced through reinforcing pile to natural foundation to the composite foundation, when satisfying the bearing capacity requirement, reduces the differential settlement that the height was built.
本实用新型提供了种软土地基的增强系统,涉及建筑地基加固领域,旨在解决同建筑荷载不同的部位采用相同的加固桩长,其地基中的附加应力不同,差异沉降较大的问题,包 |
format | Patent |
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本实用新型提供了种软土地基的增强系统,涉及建筑地基加固领域,旨在解决同建筑荷载不同的部位采用相同的加固桩长,其地基中的附加应力不同,差异沉降较大的问题,包</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2018</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=20180731&DB=EPODOC&CC=CN&NR=207672553U$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20180731&DB=EPODOC&CC=CN&NR=207672553U$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>WANG SHUIFEI</creatorcontrib><creatorcontrib>DI JIANZHONG</creatorcontrib><creatorcontrib>FAN HONGMEI</creatorcontrib><creatorcontrib>SHI JIANBING</creatorcontrib><creatorcontrib>LU HAIDONG</creatorcontrib><creatorcontrib>WU LIANXIANG</creatorcontrib><title>Reinforcing system of soft soil foundation</title><description>The utility model provides a reinforcing system of soft soil foundation relates to building foundation and consolidates the field, aims at solving the different position of same building load and adopts the same reinforcing pile long, and the additional stress in its ground is different, the great problem of differential settlement, including laying the reinforcing pile in the ground, reinforcingpile still includes the short piles who lays in the annex below including laying the long -pile in the main building below, the reinforcing pile upper berth is equipped with geotechnological cloth, geotechnique's cloth upper berth is equipped with the mattress layer, forms novel composite foundation. The utility model discloses an improvement is reinforced through reinforcing pile to natural foundation to the composite foundation, when satisfying the bearing capacity requirement, reduces the differential settlement that the height was built.
本实用新型提供了种软土地基的增强系统,涉及建筑地基加固领域,旨在解决同建筑荷载不同的部位采用相同的加固桩长,其地基中的附加应力不同,差异沉降较大的问题,包</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>2018</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNAKSs3MS8svSs7MS1coriwuSc1VyE9TKM5PKwESmTkKafmleSmJJZn5eTwMrGmJOcWpvFCam0HJzTXE2UM3tSA_PrW4IDE5NS-1JN7Zz8jA3MzcyNTUODTUmChFAKfsKik</recordid><startdate>20180731</startdate><enddate>20180731</enddate><creator>WANG SHUIFEI</creator><creator>DI JIANZHONG</creator><creator>FAN HONGMEI</creator><creator>SHI JIANBING</creator><creator>LU HAIDONG</creator><creator>WU LIANXIANG</creator><scope>EVB</scope></search><sort><creationdate>20180731</creationdate><title>Reinforcing system of soft soil foundation</title><author>WANG SHUIFEI ; DI JIANZHONG ; FAN HONGMEI ; SHI JIANBING ; LU HAIDONG ; WU LIANXIANG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN207672553UU3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2018</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>WANG SHUIFEI</creatorcontrib><creatorcontrib>DI JIANZHONG</creatorcontrib><creatorcontrib>FAN HONGMEI</creatorcontrib><creatorcontrib>SHI JIANBING</creatorcontrib><creatorcontrib>LU HAIDONG</creatorcontrib><creatorcontrib>WU LIANXIANG</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>WANG SHUIFEI</au><au>DI JIANZHONG</au><au>FAN HONGMEI</au><au>SHI JIANBING</au><au>LU HAIDONG</au><au>WU LIANXIANG</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Reinforcing system of soft soil foundation</title><date>2018-07-31</date><risdate>2018</risdate><abstract>The utility model provides a reinforcing system of soft soil foundation relates to building foundation and consolidates the field, aims at solving the different position of same building load and adopts the same reinforcing pile long, and the additional stress in its ground is different, the great problem of differential settlement, including laying the reinforcing pile in the ground, reinforcingpile still includes the short piles who lays in the annex below including laying the long -pile in the main building below, the reinforcing pile upper berth is equipped with geotechnological cloth, geotechnique's cloth upper berth is equipped with the mattress layer, forms novel composite foundation. The utility model discloses an improvement is reinforced through reinforcing pile to natural foundation to the composite foundation, when satisfying the bearing capacity requirement, reduces the differential settlement that the height was built.
本实用新型提供了种软土地基的增强系统,涉及建筑地基加固领域,旨在解决同建筑荷载不同的部位采用相同的加固桩长,其地基中的附加应力不同,差异沉降较大的问题,包</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 | Reinforcing system of soft soil foundation |
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