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1. 发明专利

JPH07247561A METHOD OF COATING CONCRETE STRUCTURE SURFACE, STRUCTURE AND COATING SHEET THEREOF 失效
公开(公告)号：JPH07247561A
公开(公告)日：1995-09-26
申请号：JP6910594
申请日：1994-03-14
申请人： KUMAGAI GUMI CO LTD , TOYO BOSEKI
发明人： UNO SADAO , TANABE DAIJIRO , MORIMOTO RIYOUJI
IPC分类号： E02B7/00 , E02B3/12 , E02D29/02 , E04G9/10
摘要： PURPOSE:To obtain a method of coating surface by which a construction period can be reduced and a construction can be easily carried out. CONSTITUTION:After concrete has been placed in a form 12 coated with a covering sheet, it is compacted by vibrators. The permeation in the meshes of a cloth 22 due to the mortar portion in the concrete is promoted by the vibrating pressure. And a part of mortar reaches the front side of cloth (loop side of fiber thread 24). When the mortar 8 which has permeated the meshes and the concrete 10 have cured, the form 12 is removed. The fiber threads 24 of the cloth 22 side and the cloth are buried in the concrete and used as anchors as it were. Accordingly, even when the form is removed after curing of concrete, the fiber threads do not drop off from the surface of the retaining wall 2 or the covering sheet 20 does not peel.

2. 发明专利

JP2014048060A Decontamination method 审中-公开
标题翻译：去污方法
公开(公告)号：JP2014048060A
公开(公告)日：2014-03-17
申请号：JP2012188894
申请日：2012-08-29
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組 , Fatec:Kk , 株式会社ファテック
发明人： KITAHARA SHIGEO , MATSUMURA SHUJI , YOKOZUKA SUSUMU , TANABE DAIJIRO , KAKIUCHI YUKIO , HIRABAYASHI MAMORU
IPC分类号： G21F9/28 , B01J19/08 , B09C1/02 , B09C1/08
摘要： PROBLEM TO BE SOLVED: To provide a decontamination method in which application of reuse after the decontamination of an object to be decontaminated is not limited and the object to be decontaminated can be easily and inexpensively decontaminated.SOLUTION: The decontamination method according to the present invention peels a harmful substance from an object 100 to be decontaminated by giving a pressure wave 95 generated with discharge to the object 100 to be decontaminated adhered with the harmful substance on the surface of a matter. Further, the value of a grain size set as a border value whether or not to be a decontaminated object is decided as a reference value, and the contaminated soil of an object to be processed is divided into the contaminated soil of a grain group equal to or lower than the reference value and the contaminated soil of the grain group equal to or higher than the reference value, and the contaminated soil of the grain group in which a ratio of the residual radioactivity to the total contaminated soil of the processing object is small and a weight ratio to the total contaminated soil of the processing object is large is defined as the object 100 to be decontaminated from among the contaminated soil of the grain groups divided on the basis of the reference value.
摘要翻译：要解决的问题：提供一种净化方法，其中在对要净化的物体进行去污染之后的再利用的应用不受限制，并且可以容易且廉价地去污染待净化的物体。解决方案：根据本发明的去污方法从物体100中剥离有害物质，通过将物质100产生的压力波95与被污物附着在被处理物100上而被除去。此外，将作为净化对象的边界值设定的粒度的值确定为参考值，将被处理物体的污染土壤分为等于或低于基准值的污染土壤和等于或大于参考值的污染土壤，以及处理对象的残留放射性与总污染土壤的比例小的谷物组的污染土壤并且与加工对象的总污染土壤的重量比大，被定义为根据参考值划分的谷物组的污染土壤中要净化的物体100。

3. 发明专利

JP2003336491A Earthquake proofing method in existing linear structure having inner space 审中-公开
标题翻译：具有内部空间的现有线性结构的地震检测方法
公开(公告)号：JP2003336491A
公开(公告)日：2003-11-28
申请号：JP2002145886
申请日：2002-05-21
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： TANABE DAIJIRO , IWAI TAKAYUKI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake proofing method for an existing linear structure having an inner space without stopping the function of the existing linear structure having the inner space such as distribution of existing pipe under service and traffic in a tunnel. SOLUTION: For performing earthquake proofing, ground 3 in the circumference of the existing linear structure having an inner space is excavated, the outer circumferential part of the concrete constituting the existing linear structure 2 is gouged, a weak part 4 easy to be broken in an earthquake is formed in the existing linear structure 2, and a base isolator 5 integrally composed of a base isolation material such as rubber based base isolation material and comprising a base isolation member 5A and an installation frame 5B is attached to the existing linear structure 2 covering the circumference of the weak part 4. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种具有内部空间的现有线性结构的防震方法，而不停止具有内部空间的现有线性结构的功能，例如现有管道正在分配和隧道中的交通。
解决方案：为了进行防震，挖掘出现有线性结构的内周的圆周3的地面3，构成现有直线结构2的混凝土的外周部分被挖出，弱部4易于在现有的线性结构2中形成地震中的断裂，并且将由基底隔离材料（例如基于橡胶的基础隔离材料）整体构成并包括基部隔离构件5A和安装框架5B的基座隔离件5附接到现有的线性结构2覆盖薄弱部分4的圆周。版权所有（C）2004，JPO

4. 发明专利

JP2003105715A BASE ISOLATOR DISPLACEMENT CORRECTING METHOD AND BASE ISOLATOR MOUNTING STRUCTURE 审中-公开
公开(公告)号：JP2003105715A
公开(公告)日：2003-04-09
申请号：JP2001301004
申请日：2001-09-28
申请人： KUMAGAI GUMI CO LTD
发明人： DOI TERUAKI , OGINO NOBUYUKI , NISHIGAKI KAZUHIRO , SATO TOMIO , TANABE DAIJIRO , YAMAGUCHI TAKAHIRO , MORITA TOMOSHI
IPC分类号： E01D1/00 , E01D19/04 , E04B1/36 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To easily correct the secular displacement of a base isolating member for a base isolator. SOLUTION: A lower face side of the base isolator 20 is fixed to a bridge pier 10 and an engagement mechanism consisting of an engagement plate 40A to be mounted on the upper face of a liner plate device 25 and an engagement plate 40B to be mounted on the lower face of an upper structure 30 is provided between the upper face of the liner plate 25 and the upper structure 30. The base isolator 20 and the upper structure 30 are mounted to be isolatable from each other in a vertical direction. The base isolator 20 and the upper structure 30 are isolated from each other by using a jack and the base isolating member 21 is restored into an almost upright state, and then the upper structure 30 is placed on the base isolator 20 for correcting the secular displacement of the base isolator 20.

5. 发明专利

JP2015040814A 放射線物質移動経路推定方法及び除染方法审中-公开
标题翻译：放射性物质运动路径估算方法和去除方法
公开(公告)号：JP2015040814A
公开(公告)日：2015-03-02
申请号：JP2013173130
申请日：2013-08-23
申请人：紀明岡崎 , Noriaki Okazaki , 紀明岡崎 , 株式会社熊谷組 , Kumagai Gumi Co Ltd
发明人： OKAZAKI NORIAKI , YOKOZUKA SUSUMU , TANABE DAIJIRO
IPC分类号： G01T1/167 , G01T1/16 , G01T1/169 , G21F9/00
摘要：【課題】線量が高くなっている地点のうち放射線物質の移動経路の上流側に位置する地点を推定できるようにして、放射性物質で汚染された地域を効果的に除染できるようにする。【解決手段】放射線物質により汚染された複数の地点においてそれぞれ線量率時系列データを取得するデータ取得ステップと、一の地点で取得された一方の線量率時系列データと他の地点で取得された他方の線量率時系列データとの相関関係を判定する相関判定ステップと、前記一方の線量率時系列データと他方の線量率時系列データとに相関があると判定された場合に、前記一の地点と他の地点との間で移動した放射線物質の移動方向を判定する移動方向判定ステップと、を備えた。【選択図】図4
摘要翻译：要解决的问题：通过在位于放射性物质移动路径的上游侧的点间具有高辐射剂量的斑点来有效地净化放射性物质污染的区域。解决方案：放射性物质移动路径估计方法包括：数据获取步骤，对被放射性物质污染的多个区域中的每个区域获取辐射剂量率时间序列数据; 相关确定步骤，确定在一个点中获取的一个辐射剂量率时间序列数据与在其他斑点中获取的其他辐射剂量率时间序列数据之间的相关性; 以及移动方向确定步骤，如果确定一个辐射剂量率时间序列数据与另一个辐射剂量率时间序列具有相关性，则确定在一个点和另一个点之间移动的放射性物质的移动方向数据。

6. 发明专利

JP2004116194A Method for constructing bank body 审中-公开
标题翻译：构建银行体的方法
公开(公告)号：JP2004116194A
公开(公告)日：2004-04-15
申请号：JP2002282923
申请日：2002-09-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , TANABE DAIJIRO
IPC分类号： E02B3/06 , E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a bank body, in which a large-scale manufacture/transport facility is made unnecessary and which also has the same stability as a caisson type structurally.
SOLUTION: A sea-bottom ground 1 is excavated to form a foundation ground 2, and a plurality of panels 11, which are manufactured on a land and in which a shape has the sectional shape of a sea bank 10 and projecting sections 11a and recessed sections 11b for a shear connection are formed to each plane section, are arranged and disposed upright on the foundation ground 2 successively and a panel laminate 12 is formed, thus constructing the sea bank 10.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种构造不需要大规模制造/运输设备并且也具有与沉箱式结构相同的稳定性的堤岸体的构造方法。解决方案：挖掘海底地面1以形成基础地面2和多个面板11，其在陆地上制造并且其形状具有海堤10的截面形状和突出部分 11a和用于剪切连接的凹部11b形成在每个平面部分上，依次布置和直立放置在基础地面2上，并且形成面板层压体12，从而构成海堤10.版权所有（C） 2004年，日本特许厅

7. 发明专利

JPH01151655A FABRIC FOR FORMING SURFACE OF SHEATHING BOARD 失效
公开(公告)号：JPH01151655A
公开(公告)日：1989-06-14
申请号：JP30575087
申请日：1987-12-04
申请人： KUMAGAI GUMI CO LTD
发明人： YOKOTA TAKAYOSHI , HORIIE MOICHI , UNO SADAO , KATAYAMA KOZO , TANABE DAIJIRO
IPC分类号： E04G9/10
摘要： PURPOSE: To weaken bonding strength so as to make it easier to pull away a sheathing board by attaching to the sheathing board a double woven fabric at least one tissue of which is made up of a weft and a warp both made of monofilament yarns, the one tissue permitting passage of water while blocking passage of concrete. CONSTITUTION: A double woven fabric 14 is formed of a front tissue 24 which is made up of a weft 24a and a warp 24b both made of monofilament yarns, and which permits passage of water while blocking passage of concrete, and a back tissue 26 having a space 30 therein, formed by intertwining the warp 24b with a weft 26b made of a multi-filament. The fabric 14 is attached by means of staples or the like to a plate 12 having a number of holes 18 bored therein, to constitute a sheathing board 10. The use of the fluff-free monofilament yarns reduces the bonding area of concrete and weakens adhesive strength, making it easier to pull away the sheathing board 10, and preventing peeling of a surface layer part and damage to the yarns.

8. 发明专利

JP2015040815A 放射線物質移動経路推定方法及び除染方法审中-公开
标题翻译：放射性物质运动路径估算方法和去除方法
公开(公告)号：JP2015040815A
公开(公告)日：2015-03-02
申请号：JP2013173132
申请日：2013-08-23
申请人：紀明岡崎 , Noriaki Okazaki , 紀明岡崎 , 株式会社熊谷組 , Kumagai Gumi Co Ltd
发明人： OKAZAKI NORIAKI , YOKOZUKA SUSUMU , TANABE DAIJIRO
IPC分类号： G01T1/16 , G01T1/167 , G21F9/00 , G21F9/28
摘要：【課題】放射性物質で汚染された地域において、放射線物質の移動経路を推定できるようにすることを目的とする。【解決手段】本発明に係る放射線物質移動経路推定方法は、放射線物質により汚染された複数の地点で線量率時系列データを取得するデータ取得ステップと、一の地点で取得された一方の線量率時系列データと他の地点で取得された他方の線量率時系列データとの相関関係を判定する相関判定ステップと、を備えた。また、データ取得ステップにおいては、除染後の前記複数の地点又は降雨後又は散水後の前記複数の地点で線量率時系列データを取得するようにした。【選択図】図4
摘要翻译：要解决的问题：能够估计放射性物质在被放射性物质污染的区域中的移动路径。解决方案：一种放射性物质移动路径估计方法，包括：数据采集步骤，在多个位置获取辐射剂量率时间序列数据被放射性物质污染的地点; 以及相关性确定步骤，确定在一个点中获取的一个辐射剂量率时间序列数据与在其它斑点中获取的其它辐射剂量率时间序列数据之间的相关性。在数据采集步骤中，获取辐射剂量率时间序列数据：在它们被净化后的多个点处; 或在多雨点或洒水后的多个地点。

9. 发明专利

JPH10280424A STRUCTURE OF GROUND IN WHICH PNEUMATIC CAISSON IS SUNK AND SINKING METHOD THEREFOR 失效
公开(公告)号：JPH10280424A
公开(公告)日：1998-10-20
申请号：JP10403097
申请日：1997-04-08
申请人： KUMAGAI GUMI CO LTD
发明人： UNO SADAO , TANABE DAIJIRO , IHARA SHUNICHI , SUGIE NOBUTAKA
IPC分类号： E02D23/04 , E02D23/08 , E02D23/10
摘要： PROBLEM TO BE SOLVED: To enable the digging work continuously for many hours by forming a cylindrical side wall having the water stop property and a bottom panel in a region where a caisson is to be sunk in the ground and making a work room in which the caisson is sunk into a work environment under low pressure air. SOLUTION: A caisson 10 is provided with a main body 16 whose top part is opened and a blade port 18 which is continuous with a bottom part. A region 14 where the caisson is to be sunk in the ground is surrounded by a side wall 22 and a bottom panel 24 which shut off the entry of underground water from the surrounding ground and have the water stop property. The side wall 22 consists of a soil cement, a solidified object of stable liquid, and a plurality of steel sheet piles which are driven into the ground 12 and are mutually connected which are extended from a surface of the ground down to a further depth which is larger than a depth at which the caisson 10 is to be sunk. The bottom panel 24 is formed by pouring mortar into the ground at a depth position where the caisson 10 is to be sunk after forming the side wall 22. Pressure of a work room 20 is set to equal pressure to or slightly higher pressure than atmospheric pressure. Consequently, it is possible to perform the work in the work room 20 continuously for many hours and increase work efficiency.

10. 发明专利

JPH07317079A STRUCTURE OF CUT SLOPE AND CONSTRUCTION METHOD THEREOF 失效
公开(公告)号：JPH07317079A
公开(公告)日：1995-12-05
申请号：JP13239894
申请日：1994-05-24
申请人： TANIMOTO CHIKANORI , KUMAGAI GUMI CO LTD
发明人： TANIMOTO CHIKANORI , MORI KUNIO , UNO SADAO , TANABE DAIJIRO
IPC分类号： E02D17/04 , E02D17/20
摘要： PURPOSE:To stabilize a slope, and to prevent the breaking of a bedrock positively by obviating the generation of a sliding surface at the deep place of the bedrock containing soft rock or inhibiting stress release. CONSTITUTION:The structure of a cut slope contains retaining walls 14 at multistages mounted into a bedrock 12 comprising soft rock vertically or approximately vertically from the slope of the bedrock 12 and fixed onto the bedrock by a plurality of anchor members 16 and small stages 18 formed among the mutual retaining walls by cutting the bedrock. The cut slope 10 is constructed by successively carrying out a process including the installation of the vertical or approximately vertical retaining walls 14 into the bedrock 12, fixing onto the bedrock 12 by the anchor members 16 of the retaining walls 14 and the formation of the small stages 18 by cutting parts of the bedrock 12 on the valley sides of the retaining walls 14 toward a lower section from the upper section of the bedrock 12.

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