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1. 发明专利

JP2013034912A Monitoring method of waste disposal facility and waste disposal facility 审中-公开
标题翻译：废物处理设施和废物处理设施监测方法
公开(公告)号：JP2013034912A
公开(公告)日：2013-02-21
申请号：JP2011170261
申请日：2011-08-03
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAMIYA TAKASHI , OZAWA KAZUYOSHI , NISHIMURA MASAO , ONIKI KOICHI , CHIMURA KOSUKE , SHIOYAMA YOSHIHARU , WAKABAYASHI HIDEKI , SUGANO KAZUTOSHI
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a monitoring method of waste disposal facility and waste disposal facility, which can manage the stabilization in each place of waste associated with landfill with a relatively simple facility.SOLUTION: The waste disposal facility includes: a storage tank 3 in which a plurality of waste layers S1-Sm are laminated and landfilled; and a water collecting pit 5 in which leachate from the storage tank 3 is collected. The monitoring method of waste disposal facility includes: a vertical pipe installation step of installing a plurality of vertical pipes T in an area to be managed; an (m-1)th layer forming step of charging waste in the storage tank 3 to form the waste layers S(m-1); a leachate guide part forming step of forming an inclined surface K for guiding the leachate toward the vertical pipes T on an upper surface of the waste layers S(m-1); an m-th layer forming step of further charging the waste on the waste layers S(m-1) to form a waste layer Sm; and an area-based monitoring step of monitoring the stabilization of the waste in the waste layer Sm for each small area.
摘要翻译：要解决的问题：提供废物处理设备和废物处理设施的监控方法，可以通过相对简单的设施来管理与垃圾填埋相关的每个废物的稳定。解决方案：废物处理设备包括：多个废料层S1-Sm层压并填埋的储罐3; 以及收集来自储罐3的渗滤液的集水坑5。废弃物处理设备的监控方法包括：在要管理的区域中安装多个垂直管道T的垂直管道安装步骤; 第（m-1）层形成步骤，在所述储存罐3中填充废物以形成废物层S（m-1）; 渗滤液引导部分形成步骤，形成倾斜表面K，用于将废液层S（m-1）的上表面上的渗滤液引向垂直管T; 第m层形成步骤，进一步对废物层S（m-1）上的废物进行充填以形成废层Sm; 以及基于区域的监测步骤，用于监测每个小区域的废层Sm中的废物的稳定性。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2013126638A Waste disposal facility 有权
标题翻译：废物处理设施
公开(公告)号：JP2013126638A
公开(公告)日：2013-06-27
申请号：JP2011277278
申请日：2011-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIOYAMA YOSHIHARU , NISHIMURA MASAO , MASAOKA YUICHI , MAMIYA TAKASHI , OZAWA KAZUYOSHI , ONIKI KOICHI , MAEDA MUNEHIRO , WAKABAYASHI HIDEKI
IPC分类号： B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a waste disposal facility the construction period of which can be shortened when constructing.SOLUTION: The waste disposal facility 1 includes: a storage tank 3 where waste is stored in a conical storage space 3a partitioned from a surrounding ground 50 by a water barrier layer 2; and a water collection pit 5 which has a water collection pipe 6 for collecting leachate in the storage space 3a, a water storage section 23 for storing the leachate collected by the water collection pipe 6 and a leachate discharge pipe 29 for discharging the leachate W in the water storage section 23 outside the storage tank 3. The water storage section 23 has a U-tube structure where the leachate W is stored at a position lower than a leachate introducing port 24 for introducing the leachate from the water collection pipe 6 and the space A of a leachate introducing port 24 side is water-sealed with stored leachate W from the space B of a leachate discharge path 29 side.
摘要翻译：要解决的问题：提供废物处理设施，施工期可以缩短施工期。解决方案：废物处理设备1包括：储存罐3，其中废物存储在通过防水层2与周围地面50隔开的锥形存储空间3a中; 以及具有用于收集存储空间3a中的渗滤液的收集管6的收集坑5，用于储存由采水管6收集的渗滤液的储水部23和用于将浸出液W排出的浸出液排出管29 蓄水部23在储水箱3的外侧。储水部23具有U型管结构，其中浸出液W储存在低于渗滤液引入口24的位置，用于从采水管6引入渗滤液，渗滤液引入口24侧的空间A从浸出液排出路径29侧的空间B与储存的浸出液W进行水封。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2005211706A Sheet and its laying method 有权
标题翻译：表格及其布局方法
公开(公告)号：JP2005211706A
公开(公告)日：2005-08-11
申请号：JP2004018126
申请日：2004-01-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOMODA TOSHIRO , KAWABATA JUNICHI , OZAWA KAZUYOSHI , KOBAYASHI HIROAKI , NAKAMURA SADAYOSHI , WAKABAYASHI HIDEKI , HAYAZAKI TSUTOMU , NAKAGAWA TORU , KIHARA MAYU
IPC分类号： B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a sheet having a rainwater penetration adjusting function and a generated gas discharge function, capable of being easily laid to be enhanced in construction properties and capable of also preventing the collapse of a surface layer, and a sheet laying method. SOLUTION: The sheet is laid as a soil cover constituent material, has a large number of recessed parts 2 and projections 3 provided to the whole surface thereof in a spot-like state and is characterized in that openings 4 for the penetration of rainwater and the exhaust of a generated gas are formed to the apexes of the projections 3. An upper soil cover material 6 is laid on the upper surface of the sheet 1 to be pressed thereto and the unevenness of the sheet 1 is bitten in upper and lower soil cover layers. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供具有雨水穿透调节功能和产生的气体排出功能的片材，能够容易地铺设以提高结构性能并且还能够防止表面层的塌陷，并且片材铺设方法。解决方案：将片材铺设成土壤覆盖物构成材料，具有大量凹陷部分2和在其整个表面上以点状状态设置的突起3，其特征在于，用于穿透雨水和产生的气体的排气形成到突起3的顶点。上部土壤覆盖材料6被放置在片材1的上表面上以被压在其上，并且片材1的不均匀性被咬在上部和较低的土壤覆盖层。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2013126639A Waste disposal facility 审中-公开
标题翻译：废物处理设施
公开(公告)号：JP2013126639A
公开(公告)日：2013-06-27
申请号：JP2011277281
申请日：2011-12-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NISHIMURA MASAO , SHIOYAMA YOSHIHARU , MASAOKA YUICHI , MAMIYA TAKASHI , OZAWA KAZUYOSHI , ONIKI KOICHI , MAEDA MUNEHIRO , WAKABAYASHI HIDEKI
IPC分类号： B09B1/00 , B09B3/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a waste disposal facility that can shorten a construction period when the facility is built.SOLUTION: The waste disposal facility 1 includes: a storage tank 3 for storing waste in a mortar shaped storing space 3a divided from the surrounded ground 50 by a water-barrier layer 2; a water collection pipe 6 for collecting leachate in the storing space 3a; a water collecting pit 5 having a water storage part 23 for storing the leachate collected by the water collection pipe 6 and a leachate discharge pipe 29 for discharging the leachate W in the water storage section 23 to an outside of the storage tank 3. The water collection pit 5 is provided to be positioned in an area a side of the storing space 3a more than the water-barrier layer 2.
摘要翻译：要解决的问题：提供可以缩短设施建设期间的废物处理设施。废弃物处理设备1包括：储存罐3，用于通过防水层2从被包围的地面50分离的砂浆形状的储存空间3a中储存废物; 用于收集存储空间3a中的渗滤液的集水管6; 一个集水坑5，具有储水部分23，用于储存由采水管6收集的渗滤液;以及浸出液排放管29，用于将储水部分23中的渗滤液W排放到储罐3的外部。收集坑5设置在比防水层2更靠在存储空间3a的一侧的区域中。版权所有：（C）2013，JPO＆INPIT

5. 发明专利

JP2012016663A Daily soil-covering unit 有权
标题翻译：每日土壤覆盖单位
公开(公告)号：JP2012016663A
公开(公告)日：2012-01-26
申请号：JP2010155711
申请日：2010-07-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAMIYA TAKASHI , OZAWA KAZUYOSHI , ARAKAWA KENSUKE , KAWABATA JUNICHI , TOMONO SHIGERU , SHIOYAMA YOSHIHARU , WAKABAYASHI HIDEKI , TSUJIMOTO HIROSHI , KOMODA TOSHIRO
IPC分类号： B09B1/00
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To provide a daily soil-covering unit which can avoid the useless consumption of the facility capacity by daily soil covering, can prevent a greenhouse gas from being diffused to the atmosphere from a landfill disposal site where organic matters are landfilled, and can be effectively used construction waste wood before thermally recycled.SOLUTION: The daily soil-covering unit in which wood chips are stuffed in a net so as to be put on waste with no space left by a heavy machine, etc., after a day's waste is landfilled, wherein wood chips of a big degree are packed by a gas permeable material such as a net, in which wood chips of middle and small sizes packed by a gas permeable material such as a net are stuffed.
摘要翻译：要解决的问题：为了提供日常的土壤覆盖单元，可以避免日常土壤覆盖物无法消耗设施能力，可以防止温室气体从有机物填埋场的垃圾填埋场扩散到大气中被填埋，并可以在热再循环之前有效地使用建筑废木。
解决方案：垃圾填埋后，将木屑填入网中的日常土壤覆盖单元，放在废弃物上，没有被重机等留下的空间，垃圾填埋后，很大程度上被诸如网状物之类的透气材料包装，其中填充有诸如网状物的透气材料填充的中小尺寸的木屑。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2004261721A Water sealing civil engineering work for construction in covered type waste final disposal site and construction therefor 有权
公开(公告)号：JP2004261721A
公开(公告)日：2004-09-24
申请号：JP2003055216
申请日：2003-03-03
申请人： Kajima Corp , Taiyo Kogyo Corp , 太陽工業株式会社 , 鹿島建設株式会社
发明人： WAKABAYASHI HIDEKI , OTA KAZUO , OSHINO YOSHIO , IMABAYASHI OSAMU
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a water sealing method of a construction of a covered type waste final disposal site, which is covered by a covering means extended above a landfill site, for economically and reliably preventing leachate leakage in the peripheral part of the boundary of a water sealing sheet of the construction penetrating the water sealing sheet and the construction and to provide the construction with such a struture.
SOLUTION: When the vertical surface of a concrete construction (3) for supporting a covering means extended above a landfill site is water-sealed with a water sealing sheet (4), the water sealing civil engineering work is carried out by previously arranging a plurality of sheets (5) having anchors for fixing the water sealing sheet (4) in the inner circumferential face of an assembled frame for a concrete construction (3) in such a manner that their overlapping margins are overlaid on one another and loading ready mixed concrete into the assembled frame. After the concrete is hardened, the frame is removed and a water sealing sheet (6) laid on the bottom face part of the landfill site and the normal face parts (1b) is thermally bonded to the sheets (5) having anchors and joined side by side and attached to the construction (3).
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2012125726A Leachate treatment system 有权
标题翻译：渗滤处理系统
公开(公告)号：JP2012125726A
公开(公告)日：2012-07-05
申请号：JP2010281285
申请日：2010-12-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAMIYA NAO , HINO TOSHIYUKI , OZAWA KAZUYOSHI , BANNO SHIGERU , SHIOYAMA YOSHIHARU , WAKABAYASHI HIDEKI , TERANISHI TOMOHIRO , TSUJIMOTO HIROSHI , TAKATSUKA YOSHINORI
IPC分类号： C02F1/04 , C02F1/44
摘要： PROBLEM TO BE SOLVED: To provide a leachate treatment system that is capable of reducing a contaminant concentration contained in a leachate to a dischargeable level, and capable of reducing the burden to a reverse osmosis membrane as much as possible.SOLUTION: The system includes a reverse osmosis membrane apparatus (2) and a vapor compression condensing device (4). The system also includes: a reverse osmosis membrane apparatus feeding system (L10, L20, L1, L12) for supplying the leachate to the reverse osmosis membrane apparatus (2); a treated water discharge system (L22, L2, L3) for discharging the cleaned water obtained by cleaning the contaminants using the reverse osmosis membrane apparatus (2); and a retentate discharge system (L24, L241, L242) for discharging the water (retentate) that is not cleaned.
摘要翻译：要解决的问题：提供一种渗滤液处理系统，其能够将渗滤液中所含的污染物浓度降低至可排放水平，并且能够尽可能减少反渗透膜的负担。解决方案：该系统包括反渗透膜装置（2）和蒸汽压缩冷凝装置（4）。该系统还包括：用于将渗滤液供应到反渗透膜装置（2）的反渗透膜装置进料系统（L10，L20，L1，L12）; 用于通过使用反渗透膜装置（2）排出通过清洁污染物而获得的净化水的处理水排放系统（L22，L2，L3）; 以及用于排出未清洁的水（滞留物）的滞留物排出系统（L24，L241，L242）。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2006021117A Soil covering structure in waste final disposal plant 有权
标题翻译：废弃最终处理厂的土壤覆盖结构
公开(公告)号：JP2006021117A
公开(公告)日：2006-01-26
申请号：JP2004201239
申请日：2004-07-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KAWABATA JUNICHI , OZAWA KAZUYOSHI , KOBAYASHI HIROAKI , KOMODA TOSHIRO , NAKAMURA SADAYOSHI , WAKABAYASHI HIDEKI , HAYAZAKI TSUTOMU , NAKAGAWA TORU
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a soil covering structure in a waste final disposal plant capable of certainly achieving air permeability and waterproofness by a simple structure, wherein only a sheet having a capillary barrier function is laid, in a case that a surface bed is formed of two beds, that is, a fine-grained soil bed and a coarse-grained soil bed, capable of controlling the penetration amount of rainwater into a lower waste bed by further imparting a water passing function to the sheet capable of using soil obtained on a spot in soil covering and obtaining stable soil covering.
SOLUTION: In the soil covering structure of the waste final disposal plant for forming the surface bed such as soil covering, or the like, so as to include a water-permeable part and a water barrier part when the surface bed is formed on the surface of waste used for reclaiming a landfill site of the waste final disposal plant, the surface bed is constituted of the coarse-grained soil bed 2 formed on a waste bed 1 so as to provide a gradient, the air-permeable waterproof sheet 3 laid on the coarse-grained soil bed 2 and provided with a water passing part formed of a large number of studded small holes 5 and the fine-grained soil bed 4 formed on the air-permeable waterproof sheet 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在废弃物最终处置设备中提供一种通过简单结构确实可以获得透气性和防水性的土壤覆盖结构，其中只有具有毛细管屏障功能的片材被铺设，在表层床由两个床形成，即细粒土壤床和粗粒土壤床，能够通过进一步赋予能够吸收水分的纸张的水分流动功能来控制雨水渗入下层废物床使用土壤中的一块土壤获得稳定的土壤覆盖物。解决方案：在形成表层床（例如土壤覆盖物等）的废弃最终处理厂的土壤覆盖结构中，当形成表面层时，包括透水部分和防水部分在用于回收废弃物最终处置厂的垃圾填埋场的废物的表面上，表面床由形成在废物1上的粗粒土壤床2构成，以提供梯度，透气性防水片 3放置在粗粒土壤床2上，并且设置有形成在透气性防水片材3上的大量镶嵌小孔5和细粒土壤床4的水通过部分。版权所有：（C）2006，JPO＆NCIPI

9. 发明专利

JP2005098099A Shed parts, shed structure, and construction method for shed structure 审中-公开
标题翻译： SHED部件，SHED结构和结构的构造方法
公开(公告)号：JP2005098099A
公开(公告)日：2005-04-14
申请号：JP2004286328
申请日：2004-09-30
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOMODA TOSHIRO , TOMONO SHIGERU , WAKABAYASHI HIDEKI
IPC分类号： E02B7/00 , B08B15/02 , B09B1/00 , E04G21/28
摘要： PROBLEM TO BE SOLVED: To provide shed parts or the like requiring only little land for construction, which can be easily transferred to a place with a different shape.
SOLUTION: The shed structure 1 is composed of the dividable shed parts 3, the shed parts 3 can be moved separately, and a rail 4 used when moving the shed parts 3 is laid between the shed structure 1 and a transfer position 21. The shed structure 1 is transferred by conveying divided shed parts 3 from a pre-transfer position 20 to the transfer position 21, and connecting the shed parts 3 after installation in a predetermined position.
COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2001314831A WATER BARRIER STRUCTURE 失效
公开(公告)号：JP2001314831A
公开(公告)日：2001-11-13
申请号：JP2000139307
申请日：2000-05-12
申请人： KAJIMA CORP , MITSUBOSHI BELTING LTD
发明人： TOMONO SHIGERU , WAKABAYASHI HIDEKI , KAMINOYAMA ETSUJI , SHIMOMURA TORU
IPC分类号： E02B3/12 , B09B1/00 , B32B11/02 , B32B27/40 , E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a water barrier structure preventing such a phenomenon that water diffuses through a water permeable layer or through the gap between sheets and a substrate or the gap between mutual sheets even if a water barrier sheet is damaged to generate a leak of water and capable of preventing the spread of damage caused by breakage. SOLUTION: In the water barrier structure, wherein a plurality of sheets are laminated and laid, applied to the substrate of a waste disposal plant or reservior, at least either one of the gap between the water impermeable first layer 2 directly laid on the substrate 1 and the substrate, and the gap between the first layer 2 and the second layer 3 laminated thereon is brought to an adhesion state not substantially permitting the interposition of air.

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