Anti-floating system and anti-floating method for skirt room basement
The invention discloses a skirt room basement anti-floating system and an anti-floating method, and relates to the technical field of basement anti-floating. The foundation bottom plate is arranged on a foundation, and an assembly hole is formed in the foundation bottom plate; the foundation pit is...
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| creator | DING YOUGEN WANG JIANFENG ZHU RUZHI YU HAO ZHANG YUKUN WU SHENGSHAN YANG ZHONGWEI CHEN JUN |
| description | The invention discloses a skirt room basement anti-floating system and an anti-floating method, and relates to the technical field of basement anti-floating. The foundation bottom plate is arranged on a foundation, and an assembly hole is formed in the foundation bottom plate; the foundation pit is formed in the foundation, and the top of the foundation pit corresponds to the assembly hole; the measuring pipe is inserted into the foundation pit from the assembly hole; the filling layer is arranged in the foundation pit; the flow meter is mounted in the measuring tube; and the data processing module is in communication connection with the flow meter. The invention further discloses an anti-floating method, namely the anti-floating system is adopted for control. The technical problem that the anti-floating cost of an existing basement is too high is solved.
本发明公开一种裙房地下室抗浮系统及抗浮方法，涉及地下室抗浮技术领域，其具体结构包括：地基；基础底板，设置于地基上，且基础底板上开设有装配孔；基坑，开设于地基内部，且基坑的顶部与装配孔相对应；测量管，自装配孔插入至基坑中；填充层，设置于基坑中；流速计，安装至测量管中；数据处理模块，与流速计通讯连接。本发明还公开了 |
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本发明公开一种裙房地下室抗浮系统及抗浮方法，涉及地下室抗浮技术领域，其具体结构包括：地基；基础底板，设置于地基上，且基础底板上开设有装配孔；基坑，开设于地基内部，且基坑的顶部与装配孔相对应；测量管，自装配孔插入至基坑中；填充层，设置于基坑中；流速计，安装至测量管中；数据处理模块，与流速计通讯连接。本发明还公开了</description><language>chi ; eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; 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=20240820&DB=EPODOC&CC=CN&NR=118517023A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240820&DB=EPODOC&CC=CN&NR=118517023A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>DING YOUGEN</creatorcontrib><creatorcontrib>WANG JIANFENG</creatorcontrib><creatorcontrib>ZHU RUZHI</creatorcontrib><creatorcontrib>YU HAO</creatorcontrib><creatorcontrib>ZHANG YUKUN</creatorcontrib><creatorcontrib>WU SHENGSHAN</creatorcontrib><creatorcontrib>YANG ZHONGWEI</creatorcontrib><creatorcontrib>CHEN JUN</creatorcontrib><title>Anti-floating system and anti-floating method for skirt room basement</title><description>The invention discloses a skirt room basement anti-floating system and an anti-floating method, and relates to the technical field of basement anti-floating. The foundation bottom plate is arranged on a foundation, and an assembly hole is formed in the foundation bottom plate; the foundation pit is formed in the foundation, and the top of the foundation pit corresponds to the assembly hole; the measuring pipe is inserted into the foundation pit from the assembly hole; the filling layer is arranged in the foundation pit; the flow meter is mounted in the measuring tube; and the data processing module is in communication connection with the flow meter. The invention further discloses an anti-floating method, namely the anti-floating system is adopted for control. The technical problem that the anti-floating cost of an existing basement is too high is solved.
本发明公开一种裙房地下室抗浮系统及抗浮方法，涉及地下室抗浮技术领域，其具体结构包括：地基；基础底板，设置于地基上，且基础底板上开设有装配孔；基坑，开设于地基内部，且基坑的顶部与装配孔相对应；测量管，自装配孔插入至基坑中；填充层，设置于基坑中；流速计，安装至测量管中；数据处理模块，与流速计通讯连接。本发明还公开了</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>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHB1zCvJ1E3LyU8sycxLVyiuLC5JzVVIzEsBYmSJ3NSSjPwUhbT8IoXi7MyiEoWi_PxchaTE4tTc1LwSHgbWtMSc4lReKM3NoOjmGuLsoZtakB-fWlyQmJyal1oS7-xnaGhhamhuYGTsaEyMGgD2cTM3</recordid><startdate>20240820</startdate><enddate>20240820</enddate><creator>DING YOUGEN</creator><creator>WANG JIANFENG</creator><creator>ZHU RUZHI</creator><creator>YU HAO</creator><creator>ZHANG YUKUN</creator><creator>WU SHENGSHAN</creator><creator>YANG ZHONGWEI</creator><creator>CHEN JUN</creator><scope>EVB</scope></search><sort><creationdate>20240820</creationdate><title>Anti-floating system and anti-floating method for skirt room basement</title><author>DING YOUGEN ; WANG JIANFENG ; ZHU RUZHI ; YU HAO ; ZHANG YUKUN ; WU SHENGSHAN ; YANG ZHONGWEI ; CHEN JUN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN118517023A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2024</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>DING YOUGEN</creatorcontrib><creatorcontrib>WANG JIANFENG</creatorcontrib><creatorcontrib>ZHU RUZHI</creatorcontrib><creatorcontrib>YU HAO</creatorcontrib><creatorcontrib>ZHANG YUKUN</creatorcontrib><creatorcontrib>WU SHENGSHAN</creatorcontrib><creatorcontrib>YANG ZHONGWEI</creatorcontrib><creatorcontrib>CHEN JUN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>DING YOUGEN</au><au>WANG JIANFENG</au><au>ZHU RUZHI</au><au>YU HAO</au><au>ZHANG YUKUN</au><au>WU SHENGSHAN</au><au>YANG ZHONGWEI</au><au>CHEN JUN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Anti-floating system and anti-floating method for skirt room basement</title><date>2024-08-20</date><risdate>2024</risdate><abstract>The invention discloses a skirt room basement anti-floating system and an anti-floating method, and relates to the technical field of basement anti-floating. The foundation bottom plate is arranged on a foundation, and an assembly hole is formed in the foundation bottom plate; the foundation pit is formed in the foundation, and the top of the foundation pit corresponds to the assembly hole; the measuring pipe is inserted into the foundation pit from the assembly hole; the filling layer is arranged in the foundation pit; the flow meter is mounted in the measuring tube; and the data processing module is in communication connection with the flow meter. The invention further discloses an anti-floating method, namely the anti-floating system is adopted for control. The technical problem that the anti-floating cost of an existing basement is too high is solved.
本发明公开一种裙房地下室抗浮系统及抗浮方法，涉及地下室抗浮技术领域，其具体结构包括：地基；基础底板，设置于地基上，且基础底板上开设有装配孔；基坑，开设于地基内部，且基坑的顶部与装配孔相对应；测量管，自装配孔插入至基坑中；填充层，设置于基坑中；流速计，安装至测量管中；数据处理模块，与流速计通讯连接。本发明还公开了</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | Anti-floating system and anti-floating method for skirt room basement |
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