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1. 发明专利

JP2006231156A Earthen cover structure of waste product ultimate disposal facility 有权
标题翻译：废弃物废物处理设备的接地结构
公开(公告)号：JP2006231156A
公开(公告)日：2006-09-07
申请号：JP2005047140
申请日：2005-02-23
申请人： Kajima Corp , Univ Fukuoka , 学校法人福岡大学 , 鹿島建設株式会社
发明人： HIRANO FUMIAKI , KOBAYASHI HIROAKI , KAWABATA JUNICHI , KOMODA TOSHIRO , TANAKA TATSUO
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide an earthen cover structure of a waste product ultimate disposal facility which is capable of more efficiently conducting the construction as compared with the conventional, of assuring the gas permeability and water resistance with a simple structure which only lays a sheet as an earthen cover layer on the surface layer, of controlling the amount of permeability of rain-water to the lower waste product layer by further imparting a water permeation function to the sheet and of obtaining the stablized earthen cover.
SOLUTION: The earthen cover structure is prepared by laying the gas permeability water resistant sheet 3 having the inclination imparted to it between the waste product layer 1 and the layer of the earthen cover comprised of a coarse grain soil layer 2 and a fine grain soil layer 4 and having the openings 22 for water conductance and ventilation dotted on the gas permeability water resistant sheet 3 and raising the marginal of the openings 22 to the upper part to form a tubular part 21.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供与常规相比能够更有效地进行施工的废物最终处置设备的土层结构，以简单的结构确保气体渗透性和耐水性，只有在表面层上铺设作为土层的片材，通过进一步赋予片材水渗透功能并获得稳定的土层来控制雨水对下层废物层的渗透性的量。解决方案：通过将具有倾斜角度的透气性防水片3放置在废物层1与由粗颗粒污物层2构成的土层之间，并将细颗粒土壤层4，并且具有透气性和透气性的开口22，以透气性防水片材3为中心，并将开口22的边缘提升到上部，形成管状部分21.权利要求（C） 2006年，JPO＆NCIPI

2. 发明专利

JP2006021103A Water sealing material-filling type water sealing system 有权
标题翻译：水密封材料填充型水封密封系统
公开(公告)号：JP2006021103A
公开(公告)日：2006-01-26
申请号：JP2004200504
申请日：2004-07-07
申请人： Kajima Corp , Mitsuboshi Belting Ltd , 三ツ星ベルト株式会社 , 鹿島建設株式会社
发明人： OZAWA KAZUYOSHI , KAWABATA JUNICHI , KOBAYASHI HIROAKI , TOMONO SHIGERU , TANAKA TATSUO , TSUJIMOTO HIROSHI , SONE YUTA , KANO HIKARI , YUGE YOJI
IPC分类号： B09B1/00 , E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a water sealing material-filling type water sealing system which can fill the water sealing material uniformly surely inside an impermeable liner.
SOLUTION: A bag 6 consisting of a plurality of liner sheets 5a, 5b is laid down on a base 2 on which a loading material 3 is mounted, and an injector 10 to fill the water sealing material 11 is connected to an opening 7 provided on the bag 6. An air pipe 20 having a tip opening 22 toward a load side sheet 5a at a section P inside the bag 6 apart from the opening 7 and the other end communicated with the outside of the bag 6 are provided, and the water sealing material 11 is charged from the injector 10 as the air inside the bag 6 is discharged from the air pipe 20. Preferably, a porous spacer 8 holding a space d against the pressure of the loading material 3 is encapsulated into the bag 6, and the tip opening 22 of the air pipe 20 is projected from the porous spacer 8 toward the load side sheet 5a. Preferably, a notch 23 is provided in the periphery of the tip opening 22 of the air pipe 20. Further preferably, the opposed surface against the load side sheet 5a of a tip cap 27 is made to be a convex gentle curved surface directed to the load side sheet 5a.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可密封地将密封材料均匀地填充在不透气衬里内的水封材料填充型水封系统。解决方案：将由多个衬垫5a，5b组成的袋6放置在其上安装有装载材料3的基座2上，并且用于填充密封材料11的注射器10连接到开口设置在袋6上的空气管20设置有一个空气管20，该空气管20具有一个尖端开口22，朝向负载侧片5a，位于袋6内部的与开口7分开的部分P，另一端与袋6的外部连通，并且当密封袋6内的空气从空气管20排出时，从喷射器10充填水密封材料11.优选地，将保持与装载材料3的压力相对应的空间d的多孔隔离物8封入袋中 6，空气管20的前端开口22从多孔隔离件8向负载侧片5a突出。优选地，在空气管20的顶端开口22的周边设置有切口23.进一步优选地，与顶盖27的负载侧片5a相对的面被制成为朝向负载侧片5a。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2002115484A BEDROCK REINFORCING METHOD 失效
公开(公告)号：JP2002115484A
公开(公告)日：2002-04-19
申请号：JP2000307106
申请日：2000-10-06
申请人： CHEMICAL GROUT CO , KAJIMA CORP
发明人： OTA SOZO , TANAKA TATSUO , HIBIYA KEISUKE , YAMAMOTO TAKUJI , DATE KENSUKE
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a bedrock reinforcing method for developing a uniformly stable hardening layer in a bedrock required for stability, when a tunnel is excavated. SOLUTION: The bedrock reinforcing method is constituted of a perforated pipe setting process for setting a perforated pipe (2), having a large number of grout injection holes (3); consolidation process for consolidating (Co) circumferential bedrock (G) of the perforated pipe (2); a first bedrock stable process for injecting a grout (Jm) in the outside of the front end of the perforated pipe (2), by inserting a grout injection pipe (4) for injecting a longer packer (7) and the grout (Jm) into the perforated pipe (2) to place; a second bedrock stable process for injecting the grout in the outside of the perforated pipe (2) by pulling back the longer packer (7) and the grout injection pipe (4) to the (Co) side to place again and a bedrock stable repeated process for stablizing the bedrock, by repeating the same procedure as that of the second bedrock stable process.

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