MANHOLE LINING METHOD AND MANHOLE LINING STRUCTURE
To provide a manhole lining method capable of easily adjusting the thickness of filling space in a sloped wall of a manhole to a designed thickness.SOLUTION: The manhole lining structure includes: a mold that covers the entire inner wall of a manhole from inside an inner wall Mi while leaving a fill...
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| creator | UMEDA TAKAYOSHI GORO YUTA |
| description | To provide a manhole lining method capable of easily adjusting the thickness of filling space in a sloped wall of a manhole to a designed thickness.SOLUTION: The manhole lining structure includes: a mold that covers the entire inner wall of a manhole from inside an inner wall Mi while leaving a filling space S between the inner wall Mi and the same; and a filler filled in the filling space S. The mold is constituted of a first mold portion 111 that covers a part or the whole in the circumferential direction of an inclined wall part from the inside and a second mold portion 112 that is located on one side of the first mold portion 111 in the circumferential direction and is separate from the first mold portion 111, the first mold portion 111 and the second mold portion 112 being connected to each other.SELECTED DRAWING: Figure 7
【課題】マンホールの斜壁部の充填空間の厚みを設計通りの厚みにしやすいマンホールライニング工法およびマンホールライニング構造物を提供する。【解決手段】マンホールの内周壁Ｍｉ全周を内周壁Ｍｉとの間に充填空間Ｓを残して内周壁Ｍｉの内側から覆うモールドと、充填空間Ｓに充填された充填材とを備え、モールドは、斜壁部の周方向の一部又は全部を内側から覆う第１モールド部１１１と、第１モールド部１１１の周方向一方側に位置する、第１モールド部１１１とは別体の第２モールド部１１２とが結合されたものであることを特徴とするマンホールライニング構造物。【選択図】図７ |
| format | Patent |
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【課題】マンホールの斜壁部の充填空間の厚みを設計通りの厚みにしやすいマンホールライニング工法およびマンホールライニング構造物を提供する。【解決手段】マンホールの内周壁Ｍｉ全周を内周壁Ｍｉとの間に充填空間Ｓを残して内周壁Ｍｉの内側から覆うモールドと、充填空間Ｓに充填された充填材とを備え、モールドは、斜壁部の周方向の一部又は全部を内側から覆う第１モールド部１１１と、第１モールド部１１１の周方向一方側に位置する、第１モールド部１１１とは別体の第２モールド部１１２とが結合されたものであることを特徴とするマンホールライニング構造物。【選択図】図７</description><language>eng ; jpn</language><subject>CESSPOOLS ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SEWERAGE ; SEWERS ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES ; WATER SUPPLY</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=20240726&DB=EPODOC&CC=JP&NR=2024100586A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25562,76317</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240726&DB=EPODOC&CC=JP&NR=2024100586A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>UMEDA TAKAYOSHI</creatorcontrib><creatorcontrib>GORO YUTA</creatorcontrib><title>MANHOLE LINING METHOD AND MANHOLE LINING STRUCTURE</title><description>To provide a manhole lining method capable of easily adjusting the thickness of filling space in a sloped wall of a manhole to a designed thickness.SOLUTION: The manhole lining structure includes: a mold that covers the entire inner wall of a manhole from inside an inner wall Mi while leaving a filling space S between the inner wall Mi and the same; and a filler filled in the filling space S. The mold is constituted of a first mold portion 111 that covers a part or the whole in the circumferential direction of an inclined wall part from the inside and a second mold portion 112 that is located on one side of the first mold portion 111 in the circumferential direction and is separate from the first mold portion 111, the first mold portion 111 and the second mold portion 112 being connected to each other.SELECTED DRAWING: Figure 7
【課題】マンホールの斜壁部の充填空間の厚みを設計通りの厚みにしやすいマンホールライニング工法およびマンホールライニング構造物を提供する。【解決手段】マンホールの内周壁Ｍｉ全周を内周壁Ｍｉとの間に充填空間Ｓを残して内周壁Ｍｉの内側から覆うモールドと、充填空間Ｓに充填された充填材とを備え、モールドは、斜壁部の周方向の一部又は全部を内側から覆う第１モールド部１１１と、第１モールド部１１１の周方向一方側に位置する、第１モールド部１１１とは別体の第２モールド部１１２とが結合されたものであることを特徴とするマンホールライニング構造物。【選択図】図７</description><subject>CESSPOOLS</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SEWERAGE</subject><subject>SEWERS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><subject>WATER SUPPLY</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDDydfTz8PdxVfDx9PP0c1fwdQ3x8HdRcPRzUUCTCQ4JCnUOCQ1y5WFgTUvMKU7lhdLcDEpuriHOHrqpBfnxqcUFicmpeakl8V4BRgZGJoYGBqYWZo7GRCkCALvUJzQ</recordid><startdate>20240726</startdate><enddate>20240726</enddate><creator>UMEDA TAKAYOSHI</creator><creator>GORO YUTA</creator><scope>EVB</scope></search><sort><creationdate>20240726</creationdate><title>MANHOLE LINING METHOD AND MANHOLE LINING STRUCTURE</title><author>UMEDA TAKAYOSHI ; GORO YUTA</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2024100586A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; jpn</language><creationdate>2024</creationdate><topic>CESSPOOLS</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SEWERAGE</topic><topic>SEWERS</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><topic>WATER SUPPLY</topic><toplevel>online_resources</toplevel><creatorcontrib>UMEDA TAKAYOSHI</creatorcontrib><creatorcontrib>GORO YUTA</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>UMEDA TAKAYOSHI</au><au>GORO YUTA</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>MANHOLE LINING METHOD AND MANHOLE LINING STRUCTURE</title><date>2024-07-26</date><risdate>2024</risdate><abstract>To provide a manhole lining method capable of easily adjusting the thickness of filling space in a sloped wall of a manhole to a designed thickness.SOLUTION: The manhole lining structure includes: a mold that covers the entire inner wall of a manhole from inside an inner wall Mi while leaving a filling space S between the inner wall Mi and the same; and a filler filled in the filling space S. The mold is constituted of a first mold portion 111 that covers a part or the whole in the circumferential direction of an inclined wall part from the inside and a second mold portion 112 that is located on one side of the first mold portion 111 in the circumferential direction and is separate from the first mold portion 111, the first mold portion 111 and the second mold portion 112 being connected to each other.SELECTED DRAWING: Figure 7
【課題】マンホールの斜壁部の充填空間の厚みを設計通りの厚みにしやすいマンホールライニング工法およびマンホールライニング構造物を提供する。【解決手段】マンホールの内周壁Ｍｉ全周を内周壁Ｍｉとの間に充填空間Ｓを残して内周壁Ｍｉの内側から覆うモールドと、充填空間Ｓに充填された充填材とを備え、モールドは、斜壁部の周方向の一部又は全部を内側から覆う第１モールド部１１１と、第１モールド部１１１の周方向一方側に位置する、第１モールド部１１１とは別体の第２モールド部１１２とが結合されたものであることを特徴とするマンホールライニング構造物。【選択図】図７</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng ; jpn |
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| subjects | CESSPOOLS EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SEWERAGE SEWERS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES WATER SUPPLY |
| title | MANHOLE LINING METHOD AND MANHOLE LINING STRUCTURE |
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