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1. 发明专利

JP2008264708A Deodorization engineering method 有权
标题翻译：除臭工程方法
公开(公告)号：JP2008264708A
公开(公告)日：2008-11-06
申请号：JP2007112521
申请日：2007-04-23
申请人： Chem Grouting Co Ltd , Kajima Corp , ケミカルグラウト株式会社 , 鹿島建設株式会社
发明人： NAGAI FUMIO , SUDO YASUICHI , UESAWA SUSUMU , SAKAI YASUHIRO
IPC分类号： B09C1/02 , B09B3/00 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide deodorization engineering method capable of reliably deodorizing malodor generated from soil in a short time.
SOLUTION: The deodorization engineering method involves steps of spraying activated carbon (C) so as to cover the surface (ground face Gf) of soil (Gp) containing easily diffusible malodorous substances, supplying the activated carbon (C) to the soil (Gp) containing easily diffusible malodorous substances, and stirring and mixing the soil (Gp) with the activated carbon (C).
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供能够在短时间内可靠地从土壤中产生的恶臭的除臭工程方法。
解决方案：除臭工程方法包括喷涂活性炭（C）以覆盖容易扩散的恶臭物质的土壤（Gp）的表面（地面Gf）的步骤，将活性炭（C）供给土壤（Gp），容易扩散的恶臭物质，并将土壤（Gp）与活性炭（C）进行搅拌混合。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008136956A Neutralization method of acidic soil 有权
标题翻译：酸性土壤中性化方法
公开(公告)号：JP2008136956A
公开(公告)日：2008-06-19
申请号：JP2006326549
申请日：2006-12-04
申请人： Chem Grouting Co Ltd , Kajima Corp , ケミカルグラウト株式会社 , 鹿島建設株式会社
发明人： KAWABATA JUNICHI , KAWAI TATSUJI , ITO KEIJIRO , HAMAMURA KEN , WATABE KENICHI , HASEGAWA MINORU , AZUMA SHINKICHI , YAMAMOTO TADASHI , HAYAZAKI TSUTOMU , KOMODA TOSHIRO , OTSUKA SEIJI , UESAWA SUSUMU , ARAKI KAZUHIRO
IPC分类号： B09C1/02 , B09B3/00 , B09C1/08 , C02F1/66
摘要： PROBLEM TO BE SOLVED: To provide a neutralization method of acidic soil dispensing with large scale excavation work, capable of neutralizing acidic soil under the ground water level by direct addition of a neutralization agent to the soil, requiring little replacement of ground water, with a short construction term.
SOLUTION: In this neutralization method of acidic soil by adding the weak alkaline neutralization agent into acidic soil under the acidic ground water level, the weak alkaline neutralization agent of pH of 8-11 is prepared, and the agent is added to the acidic soil in the ground at a ratio of 3-140 kg to 1m
3 of ground, to make pH of the soil added with the neutralization agent at 5-9 by measuring pH of the acidic soil.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供大规模开挖作业的酸性土壤分配中和方法，能够通过在土壤中直接添加中和剂来中和地下水位的酸性土壤，几乎不需要更换地下水，施工期短。
解决方案：在酸性土壤中，通过在酸性地下水位下将弱碱中和剂加入酸性土中，在酸性土壤的中和方法中，制备pH为8-11的弱碱中和剂，并将试剂加入土壤中的酸性土壤以比例为3-140kg至1m 3的土壤，通过测量酸性土壤的pH值使土壤中添加的pH值达到5-9。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2008038468A Jetting and stirring method 有权
标题翻译：喷射和搅拌方法
公开(公告)号：JP2008038468A
公开(公告)日：2008-02-21
申请号：JP2006214228
申请日：2006-08-07
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： YOSHIDA HIROSHI , HISAWA YUKIHIKO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a jetting and stirring method capable of minimizing wasteful construction and securing the necessary thickness dimension of an effective cross section.
SOLUTION: A solidifying material is jetted and stirred in ranges L1 with considerably large areas by a first jetting and stirring means 40 (jetting method for large areas). The solidifying material is jetted and stirred, by a second jetting and stirring means 10, in the range LB surrounded by the ranges L1 with considerably large areas and common tangents (T1, T2) of the ranges with considerably large areas (jetting method for large areas). The jetting and stirring of the solidifying material in the latter range (LB) is desirably performed after the jetting and stirring of the solidifying material in the former ranges (L1).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种喷射和搅拌方法，其能够最小化浪费的结构并确保有效横截面的必要厚度尺寸。解决方案：通过第一喷射和搅拌装置40（大面积喷射方法）将凝固材料以范围L1以相当大的面积喷射和搅拌。通过第二喷射和搅拌装置10喷射和搅拌固化材料，在由范围L1包围的范围内的LB范围内具有相当大的面积和相当大的面积的普通切线（T1，T2）（大的喷射方法区域）。在后一范围（LB）中的凝固材料的喷射和搅拌优选在凝固材料在前者范围（L1）的喷射和搅拌之后进行。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007321492A Ground widening method 审中-公开
标题翻译：地面宽带方法
公开(公告)号：JP2007321492A
公开(公告)日：2007-12-13
申请号：JP2006154648
申请日：2006-06-02
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： NISHIO AKIRA , TANAKA TATSUO
IPC分类号： E02D5/18 , E02D3/02 , E02D3/08 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a technology for forming a space in the ground by which a need for conveying the earth from the original position to the ground surface is eliminated and slurry is not generated when various kinds of underground consolidation bodies like a pile or an underground continuous wall are built. SOLUTION: The ground widening method includes an insertion process in which a ground widening device (1) comprising a rigid member (2) and a bag-like member (pressure vessel 3) capable of expanding and contracting is inserted into a predetermined position of the construction ground (G), an expansion process for pressing the ground (G) around the ground widening device (1) by supplying a fluid (F) for expansion into the bag-like member (3) to expand it, and a contraction process in which the fluid (F) for expansion is discharged from the bag-like member(3) to contract it. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在地面中形成空间的技术，消除了将地面从原始位置输送到地面的需要，并且当各种地下固结体如建立了一堆或一个地下连续墙。解决方案：地面扩宽方法包括插入过程，其中包括刚性构件（2）和能够伸缩的袋状构件（压力容器3）的接地加宽装置（1）插入预定的施工地（G）的位置，通过将用于膨胀的流体（F）供应到袋状构件（3）中以使其膨胀来扩展地面加宽装置（1）周围的地面（G）的膨胀过程，以及收缩过程，其中用于膨胀的流体（F）从袋状构件（3）排出以收缩。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007321482A Liquefaction preventive construction method 有权
标题翻译：液化预防性施工方法
公开(公告)号：JP2007321482A
公开(公告)日：2007-12-13
申请号：JP2006154123
申请日：2006-06-02
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： YOSHIDA HIROSHI
IPC分类号： E02D3/12 , E02B3/06 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction preventive construction method capable of preventing the situation of dropping the ground in the sea or the water, by preventing liquefaction of the ground in a vicinal area of a quay.
SOLUTION: This liquefaction preventive construction method comprises a plurality of first improved bodies 2 extending in the direction orthogonal to the quay 1, and a second improved body 3 for connecting the mutual adjacent first improved bodies 2. A water permeable member 9 is vertically arranged in an area 8 surrounded by the first improved bodies 2 and the second improved body 3 (a well Wi).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够防止在海域或水中掉落地面的情况的液化预防性施工方法，防止码头附近地面的地面液化。解决方案：这种液化预防性施工方法包括在与码头1正交的方向上延伸的多个第一改进体2和用于连接相邻的第一改进体2的第二改进体3。垂直设置在由第一改进体2和第二改进体3（井W）围绕的区域8中。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2007023704A Boring method 有权
标题翻译：镗孔方法
公开(公告)号：JP2007023704A
公开(公告)日：2007-02-01
申请号：JP2005210819
申请日：2005-07-21
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： KUMEGAWA MASANORI , YOKOO MITSURU
IPC分类号： E21B7/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a boring method capable of preventing collapse or falling of earth of an excavated bored hole, and capable of preventing a hindrance to insertion of apparatuses required for work when foreign matter (sediment, muddy water and the others) flows in the excavated boring hole, after drilling a hole by using a universal boring machine having a flexible rod.
SOLUTION: Hollow parts 12 and 13 inside the flexible hollow rod 1 constitute a flow passage of a hole drilling fluid, and a closing member 3 of closing the rod tip 11 is detachably constituted. The ground is drilled by injecting the hole drilling fluid from a hole drilling means 15. The closing member 3 is removed from the hollow rod tip 11, and is recovered via the hollow part 13 inside of the rod 1. The apparatuses 5, 7, 9 and 10 required for the work after drilling the hole are inserted into the hollow part 13 inside the rod, and are moved up to the hollow rod tip 11.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够防止挖掘的钻孔的塌陷或塌陷的镗孔方法，并且能够防止在异物（沉淀物，泥水和其他）通过使用具有柔性杆的通用钻孔机钻孔后在挖掘的钻孔中流动。解决方案：柔性空心杆1内部的空心部件12和13构成钻孔液的流路，并且可拆卸地构成关闭杆头11的封闭构件3。通过从钻孔装置15喷射钻孔液来钻出地面。封闭构件3从中空杆尖端11移除，并通过杆1内部的中空部分13回收。装置5,7，钻孔后所需的工件9和10插入到杆内部的中空部分13中，并向上移动到中空杆头11.版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2005232898A Drilling method 有权
标题翻译：钻井方法
公开(公告)号：JP2005232898A
公开(公告)日：2005-09-02
申请号：JP2004045984
申请日：2004-02-23
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： KUMEGAWA MASANORI , ABE HIROYUKI
IPC分类号： E02F5/02 , E02D5/18 , E02D5/20 , E02D7/00 , E02D7/24 , E02D13/06 , E21B7/10 , E21B7/18 , E21B44/00
摘要： PROBLEM TO BE SOLVED: To provide a drilling method which improves a perpendicularity of a shaft to be drilled and copes with highly deep drilling.
SOLUTION: A drilling means (1) emitting a jet (J) from the front end is lowered at a fixed speed while being rotated in a suspended state. It is determined whether or not the front end of the drilling means (1) is brought into contact with a ground (G) to be drilled. When it is determined that the front end of the drilling means (1) is in contact with the ground (G), the drilling means (1) is stopped being lowered until it is determined that the front end of the drilling means (1) is not in contact with the ground (G), and the jet (J) is emitted from the front end while the drilling means (1) is rotated at the same depth.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种提高待钻轴的垂直度并应对高深度钻孔的钻孔方法。解决方案：从悬挂状态旋转的同时以一定速度降低从前端喷射射流（J）的钻孔装置（1）。确定钻孔装置（1）的前端是否与待钻孔的地面（G）接触。当确定钻孔装置（1）的前端与地面（G）接触时，钻孔装置（1）停止下降直到确定钻孔装置（1）的前端，不与地面（G）接触，并且当钻孔装置（1）以相同的深度旋转时，射流（J）从前端发射。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2005185920A Technique for clarifying contaminated soil 有权
标题翻译：澄清污染土壤的技术
公开(公告)号：JP2005185920A
公开(公告)日：2005-07-14
申请号：JP2003428978
申请日：2003-12-25
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： SHIBAZAKI MITSUHIRO , YOSHIDA HIROSHI
IPC分类号： B09C1/00 , B09C1/02 , B09C1/04 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a technique for clarifying contaminated soil capable of carrying out clarifying treatment of the contaminated soil in situ, and also removing a contaminated substance by physical treatment.
SOLUTION: The technique comprises colliding a jet (e.g. water jet J) having a roughly similar diameter (0.1 mm or smaller, preferably about 50 μm) to a representative size of a soil particle against the soil particle, thereby removing the contaminated substance adhering to the soil particle from the soil particle, in which a fluid constituting the jet (J) has a pressure of 1,000 kg/cm
2 or higher.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种澄清污染土壤的技术，能够对原污染土壤进行澄清处理，并通过物理处理除去污染物质。解决方案：该技术包括将具有大致相似直径（0.1mm或更小，优选约50μm）的射流（例如水射流J）与土壤颗粒相对于土壤颗粒的代表性尺寸相撞，从而去除污染物构成射流（J）的流体的压力为1,000kg / cm 2以上的土壤颗粒附着在土壤颗粒上的物质。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2005105727A Continuous wall construction method 审中-公开
标题翻译：连续墙施工方法
公开(公告)号：JP2005105727A
公开(公告)日：2005-04-21
申请号：JP2003342877
申请日：2003-10-01
申请人： Chem Grouting Co Ltd , Tokyo Kizai Kogyo Kk , ケミカルグラウト株式会社 , 東京機材工業株式会社
发明人： SHIBAZAKI MITSUHIRO , YOSHIDA HIROSHI , TANAKA TATSUO , UEMURA KANENOSUKE , IWASHITA MIKI
IPC分类号： E02F5/02 , E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a continuous wall construction method for building a good continuous wall by allowing the cutting of concrete end faces for accurate and good joint between a concrete placed in a preceding drilled groove and a concrete placed in a following drilled groove.
SOLUTION: The continuous wall construction method comprises a step of using a drilling means B for drilling (Fig.2, not illustrated), a step of using the drilling means B for gripping a removal mounting means A having a removing means for removing sediment C and deteriorating concrete Cf (Fig.3, not illustrated), and a step of inserting the drilling means B gripping the removal mounting means A into the following drilled groove H2 for removing the sediment G and the deteriorating concrete Cf with the removing means D, N of the removal mounting means A (Fig.4, not illustrated).
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种连续的墙面施工方法，用于通过允许切割混凝土端面以在放置在先前钻孔中的混凝土和放置在以下的混凝土中的混凝土之间进行精确和良好的接合来建造良好的连续壁钻槽
解决方案：连续壁施工方法包括使用钻孔装置B进行钻孔的步骤（图2，未示出），使用钻孔装置B夹持移除装置A的步骤，除去沉淀物C和劣化混凝土Cf（图3，未示出），以及将夹持拆卸安装装置A的钻孔装置B插入随后的钻孔H2中以除去沉淀物G和劣化混凝土Cf的步骤，表示去除安装装置A的D，N（图4，未示出）。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2005007294A Contaminated soil cleaning method 审中-公开
标题翻译：污染土壤清洁方法
公开(公告)号：JP2005007294A
公开(公告)日：2005-01-13
申请号：JP2003174484
申请日：2003-06-19
申请人： Chem Grouting Co Ltd , ケミカルグラウト株式会社
发明人： UESAWA SUSUMU
IPC分类号： B09C1/02 , B09B3/00 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a contaminated soil cleaning method where soil contaminated with a volatile organic compound is cleaned in such a manner that contaminants are continuously volatilized and exhausted not by the exothermic reaction of an exothermic substance which is reacted with water so as to generate heat but by the exothermic reaction of low-cost substances.
SOLUTION: This contaminated soil cleaning method comprises: a stage where a plurality of substances of an inorganic matter (A) other than water and an another inorganic matter or an organic matter (B) which is exothermically reacted with the inorganic matter (A) are prepared, and the substances (A, B) are respectively weighed so that their amounts are controlled to the optimum ones matching to the exothermal reaction; a stage where the respective weighed substances (A, B) are added to the contaminated soil (D) to be cleaned, and kneading is performed; and a stage where the kneaded soil (E) is held in an exothermic state for a prescribed time, so that volatile contaminants (F) are volatilized and exhausted.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供污染土壤清洁方法，其中以挥发性有机化合物污染的土壤被清洁，使得污染物不断地被放出与水反应的放热物质的放热反应而挥发和排出以产生热量，但由于低成本物质的放热反应。这种污染的土壤清洁方法包括：除了水以外的多种无机物质（A）和与无机物质放热反应的其他无机物质（B）的有机物质（B） A），分别称量物质（A，B），使其量控制为与放热反应匹配的最佳物质; 在被污染的污物（D）中加入各种称重物质（A，B）并进行揉搓的阶段; 以及将捏合土壤（E）保持在放热状态达规定时间的阶段，使得挥发性污染物（F）挥发和排出。版权所有（C）2005，JPO＆NCIPI

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