A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
PROBLEM TO BE SOLVED: To provide a final disposal site capable of coping with disposal of a mercury-containing waste matter.SOLUTION: A final disposal site 1 comprises: a landfill area 3 whose surrounding is defined by a side wall part 2; and a building 5 for storing the landfill area 3, and whose bottom part is formed of a bottom slab structure 4. The bottom slab structure 4 is formed of a first waterproof structure 30 and an RC layer 31 formed of plural reinforcement concrete layers 37 sequentially constructed from a lower layer side after respective cure period, and defining a bottom of the landfill area 3. The side wall part 2 is formed as an integrated article with the uppermost reinforcement concrete layer 37 of the RC layer 31, by the reinforcement concrete in which the reinforcement erected from the bottom part of the RC layer 31 serves as a main reinforcement 40, and a surface of the integrated article is coated with a second waterproof structure 46.SELECTED DRAWING: Figure 2
【課題】水銀含有廃棄物の処分に対応できる最終処分場を提供する。【解決手段】最終処分場１は、周囲が側壁部２で画定される埋立領域３と、埋立領域３を収容し、底部が底版構造体４で構成される建屋５とを備える。底版構造体４は、第１防水構造体３０と、その上にそれぞれの養生期間を経て下層側から順次構築される複数の鉄筋コンクリート層３７からなり、埋立領域３の底を画定するＲＣ層３１とで構成される。側壁部２は、ＲＣ層３１の底部から立ち上げられた鉄筋を主筋４０とする鉄筋コンクリートにより、ＲＣ層３１の一番上の鉄筋コンクリート層３７との一体物として形成され、該一体物の表面は、第２防水構造体４６で被覆される。【選択図】図２
PROBLEM TO BE SOLVED: To provide a final disposal site capable of coping with disposal of a mercury-containing waste matter.SOLUTION: A final disposal site 1 comprises: a landfill area 3 whose surrounding is defined by a side wall part 2; and a building 5 for storing the landfill area 3, and whose bottom part is formed of a bottom slab structure 4. The bottom slab structure 4 is formed of a first waterproof structure 30 and an RC layer 31 formed of plural reinforcement concrete layers 37 sequentially constructed from a lower layer side after respective cure period, and defining a bottom of the landfill area 3. The side wall part 2 is formed as an integrated article with the uppermost reinforcement concrete layer 37 of the RC layer 31, by the reinforcement concrete in which the reinforcement erected from the bottom part of the RC layer 31 serves as a main reinforcement 40, and a surface of the integrated article is coated with a second waterproof structure 46.SELECTED DRAWING: Figure 2
【課題】水銀含有廃棄物の処分に対応できる最終処分場を提供する。【解決手段】最終処分場１は、周囲が側壁部２で画定される埋立領域３と、埋立領域３を収容し、底部が底版構造体４で構成される建屋５とを備える。底版構造体４は、第１防水構造体３０と、その上にそれぞれの養生期間を経て下層側から順次構築される複数の鉄筋コンクリート層３７からなり、埋立領域３の底を画定するＲＣ層３１とで構成される。側壁部２は、ＲＣ層３１の底部から立ち上げられた鉄筋を主筋４０とする鉄筋コンクリートにより、ＲＣ層３１の一番上の鉄筋コンクリート層３７との一体物として形成され、該一体物の表面は、第２防水構造体４６で被覆される。【選択図】図２
FINAL DISPOSAL SITE
最終処分場
YAMAGUCHI TOKICHIRO (author)
2016-05-16
Patent
Electronic Resource
Japanese
IPC:
B09B
DISPOSAL OF SOLID WASTE
,
Beseitigung von festem Abfall
/
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
/
G21F
Schutz gegen Röntgenstrahlung, Gammastrahlung, Korpuskularstrahlung oder Teilchenbeschuss
,
PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT
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