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1. 发明专利

MY157228A GROUND IMPROVEMENT METHOD 未知
公开(公告)号：MY157228A
公开(公告)日：2016-05-13
申请号：MYPI20105426
申请日：2009-05-25
申请人： NOM CO LTD , MIKI ENVIRONMENTAL GEO TECHNOLOGY RES INST CO LTD , KATO CONSTRUCTION CO LTD
发明人： YASUHIKO OKOCHI , HIROSHI MIKI , MASAMI MAKINO
IPC分类号： E02D17/18
摘要： [SUBJECT] A GROUND IMPROVEMENT METHOD WITH LOWER COST IS PROVIDED BY EVALUATING THE CONSTRAINT EFFECT OF THE GROUND SOIL APPROPRIATELY AND ARRANGING THE STABILIZED BODIES RATIONALLY. [SOLUTION] THIS INVENTION PROPOSES A GROUND IMPROVEMENT METHOD WHICH CONSTRUCTS THE STABILIZED BODIES IN THE GROUND WITH THE ARRANGEMENT OF STABILIZED BODIES (1) WHICH CONSTRAIN THE DEFORMATION OF THE GROUND WHEN IT IS APPLIED WITH A LOAD AND TENDS TO DEFORM, THE VARIATION OF THE STRESS, WHICH OCCURS DUE TO CONSTRAINING THE DEFORMATION BY STABILIZED BODIES IN THE GROUND SOIL IS ESTIMATED AND AT LEAST ONE OF THE CHANGES OF STRENGTH AND RIGIDITY OF THE GROUND DUE TO THE VARIATION OF THE STRESS ABOVE IS EVALUATED AS THE CONSTRAINT EFFECT OF THE GROUND BY THE STABILIZED BODIES. THEN THE SHAPE AND ARRANGEMENT OF STABILIZED BODIES ARE DETERMINED IN ORDER TO ACTIVATE THE CONFINING EFFECT OF THE GROUND. THE CHANGE OF STRESS IS EVALUATED AS AT LEAST ONE OF CHANGES OF NORMAL STRESS AND SHEAR STRESS WHICH ARE CAUSED AS A REACTION FORCE DUE TO THE CONSTRAINT EFFECT OF STABILIZED BODIES WHEN THE GROUND IS APPLIED WITH A LOAD.

2. 发明专利

BRPI0912274A2 método de melhoria do solo 未知
公开(公告)号：BRPI0912274A2
公开(公告)日：2015-10-20
申请号：BRPI0912274
申请日：2009-05-25
申请人： KATO CONSTRUCTION CO LTD , MIKI ENVIRONMENTAL GEO TECHNOLOGY RES INST CO LTD , NOM CO LTD
发明人： MIKI HIROSHI , MAKINO MASAMI , OKOCHI YASUHIRO
IPC分类号： E02D3/12 , E02D17/18

3. 发明专利

BRPI0912274B1 método de melhoria do solo 未知
公开(公告)号：BRPI0912274B1
公开(公告)日：2018-09-11
申请号：BRPI0912274
申请日：2009-05-25
申请人： KATO CONSTRUCTION CO LTD , MIKI ENVIRONMENTAL GEO TECH RESEARCH INSTITUTE CO LTD , NOM CO LTD
发明人： HIROSHI MIKI , MASAMI MAKINO , YASUHIRO OKOCHI
IPC分类号： E02D3/12 , E02D17/18

4. 发明专利

JP2017089335A ケーソンの施工方法审中-公开
公开(公告)号：JP2017089335A
公开(公告)日：2017-05-25
申请号：JP2015224396
申请日：2015-11-17
申请人：株式会社加藤建設 , Kato Construction Co Ltd
发明人： NARITA NOBUO , HAMADA YOSHIYUKI
IPC分类号： E02D23/08 , E02D23/00
摘要：【課題】グラウンドアンカーの施工深度に依存せずに、ケーソン躯体の外周側にて地盤反力を得ることで、従来と同等の地盤反力が得られるようにしたケーソンの施工方法を提供する。【解決手段】ケーソン躯体1が圧入・沈設される領域を取り囲むようにして、ケーソンの最終構築深度よりも浅いテーパ筒状のアンカー壁体4を、地盤改良工法による地盤改良層Rをもってて地中に造成する。造成したアンカー壁体4の内側にケーソン躯体1を配置し、アンカー壁体4を、緊張部材9を介してグリップジャッキ7により上方に牽引することで、その反力を圧入沈設力としてケーソン躯体1に加えて当該ケーソン躯体1を地中に圧入・沈設する。【選択図】図1

5. 发明专利

JP2015014081A ケーソンおよびその施工方法有权
标题翻译：其CAISSON及其结构方法
公开(公告)号：JP2015014081A
公开(公告)日：2015-01-22
申请号：JP2013139341
申请日：2013-07-03
申请人：株式会社加藤建設 , Kato Construction Co Ltd
发明人： HAMADA YOSHIYUKI
IPC分类号： E02D23/00 , E02D23/08
摘要：【課題】常法により圧入・沈設して構築するだけでケーソン躯体の浮き上がりに十分に対抗することができるようにしたケーソンを提供する。【解決手段】地中に圧入・沈設されたケーソン躯体1の下端に刃口部13を設けてあるとともに、刃口部13の枠体13aには複数の縦リブ状のフィン14を放射状に設けてある。また、枠体13aの外周面はスカート状のテーパ面となっている。各フィン14の下端は刃口部13の下端よりも下方に位置しているとともに、各フィン14はその板厚が上方に向かって漸次小さくなる断面くさび状のものとして形成してある。これにより、隣り合うフィン14同士のなす対向間隙Qが上方から下方に向かって漸次小さくなる形状となっている。【選択図】図4
摘要翻译：要解决的问题：为了提供能够充分抵抗沉箱骨架的沉箱，只能通过以往的方法进行压入/下沉而构成。解决方案：叶片端口部13设置在下端将沉箱骨架1压入/沉没在地面上，并且多个纵向肋状翅片14以径向形状布置在叶片端口部13的框体13a中。框体13a的外周面也变为一个裙状的锥形表面。各散热片14的下端位于叶片端口部13的下端的下方，各翅片14形成为板状厚度逐渐变小的横截面楔形。因此，由相互相邻的翅片14形成的相对间隙Q形成为从上方逐渐变小的形状。

6. 发明专利

JP2012241505A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2012241505A
公开(公告)日：2012-12-10
申请号：JP2011116251
申请日：2011-05-24
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Kato Construction Co Ltd , 株式会社加藤建設
发明人： MATSUOKA KAORU , NAGAOKA SHOGO , MAKINO MASAKI , HAMADA YOSHIYUKI
IPC分类号： E21D5/04 , E21D5/06 , E21D11/08 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide an underground structure whose horizontal cross-section shape is regularly polygonal and which can simplify the handling (storage or transport) and construction work of construction materials.SOLUTION: A shaft 1 is a cylindrical body in which annular bodies 10 having a plurality of segments 100 joined together are layered. Each segment 100 is a plate member which has a long part 100a, a center part 100b, and a short part 100c and which is bent at two positions in a planar view. In the upper end face of the long part 100a, an upper joint bolt hole 152a near the middle of the long part and an upper joint bolt hole 152d near the end of the long part are provided. In the center of the upper end face of the center part 100b, an upper joint bolt hole 152b of the center part is provided. In the upper end face of the short part 100c, an upper joint bolt hole 152c of the short part is provided. The adjacent upper and lower segments 100 abut each other with their vertical directions reversed, and the position of one upper joint bolt hole 152a near the middle of the long part corresponds to the position of the other upper joint bolt hole 152c of the short part.
摘要翻译：要解决的问题：提供一种地下结构，其水平横截面形状为多边形，可以简化施工材料的搬运（仓储或运输）和施工工作。解决方案：轴1是圆柱体，其中具有连接在一起的多个段100的环形体10层叠。每个段100是具有长部分100a，中心部分100b和短部分100c并且在平面图中在两个位置弯曲的板构件。在长部100a的上端面设置有在长部中间附近的上接合螺栓孔152a和在长部的端部附近的上接头螺栓孔152d。在中心部分100b的上端面的中心设置有中心部分的上连接螺栓孔152b。在短部100c的上端面设置有短部的上连接螺栓孔152c。相邻的上部和下部段100彼此相反地相互垂直，并且在长部分的中部附近的一个上部接头螺栓孔152a的位置对应于短部分的另一个上部接头螺栓孔152c的位置。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2011111787A Soil improvement construction method 有权
标题翻译：土壤改良施工方法
公开(公告)号：JP2011111787A
公开(公告)日：2011-06-09
申请号：JP2009268256
申请日：2009-11-26
申请人： Kato Construction Co Ltd , Miki Jiban Kankyo Kogaku Kenkyusho:Kk , Nomu:Kk , 株式会社ノム , 株式会社三木地盤環境工学研究所 , 株式会社加藤建設
发明人： OKOCHI YASUHIKO , MIKI HIROSHI , MAKINO MASAKI
IPC分类号： E02D3/12 , E02D3/08 , E02D3/10 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a soil improvement construction method for allowing a worker to evaluate the effect of restraining ground soil properly in advance, decide a shape and arrangement of rational improving body, and then construct the improving body with reduced cost. SOLUTION: In this soil improving construction method, such improving body 1 that restrains deformation of the ground when receiving load and being deformed is arranged and constructed in the ground. If stress of the soil to be improved in a case of filling construction is increased, the effect of restraining the soil deformation being different depending on the shape and arrangement of the improving body 1 is obtained as a variation of stress of the ground soil by a finite element method in advance. In addition, a variation of strength or rigidity of the ground soil to be caused by the variation of the stress is obtained based on the variation of the stress. After the shape and the arrangement of the improving body tending to increase this variation are decided, this improving body is constructed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种土壤改良施工方法，使工人能够预先适当地评价地面土壤的效果，决定合理改良体的形状和布置，然后以降低的成本构建改良体。解决方案：在这种土壤改良施工方法中，这种在受到载荷和变形时抑制地面变形的改进体1在地面上布置和构造。如果在填充施工的情况下土壤的应力提高，则根据改良体1的形状和配置，抑制土壤变形的效果不同，作为土壤的应力的变化，得到a 有限元法提前。此外，基于应力的变化，获得由应力变化引起的土壤的强度或刚度的变化。在改善身体的形状和布置趋于增加这种变化之后，确定该改进体。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2010188245A Underwater nitrogen removing method 审中-公开
标题翻译：硝态氮去除方法
公开(公告)号：JP2010188245A
公开(公告)日：2010-09-02
申请号：JP2009033415
申请日：2009-02-17
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , OGURA YUJIRO , ISHIHAMA KENICHI , IWABORI SHIGESUKE
IPC分类号： C02F3/34 , C02F3/28
CPC分类号： Y02W10/12
摘要： PROBLEM TO BE SOLVED: To provide a method which is easy to execute, is excellent in economical efficiency and is capable of efficiently removing nitrogen in a comparatively short residence time. SOLUTION: In a pure soap extract storage tank 6, soap extract extracted from pure soap is stored. By making the soap extract flow from the pure soap extract storage tank 6 into a flow control tank 1 and a denitrification tank 2 storing water to be treated such as river water containing nitrogen components and constituting metallic soap with components in the water to be treated, denitrification bacteria are positively proliferated, and the nitrogen components in the water to be treated are removed. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种易于执行的方法，经济效率优异，并且能够在较短的停留时间内有效地除去氮气。解决方案：在纯皂提取物储存罐6中，储存从纯皂提取的皂提取物。通过使肥皂提取物从纯皂提取物储存罐6流入流量控制罐1和将含有氮成分的河水中的被处理水等的反硝化池2和构成金属皂的脱水槽2与待处理的水中的成分混合，脱氮细菌正增殖，去除被处理水中的氮成分。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2008223444A Method for washing cutting edge of caisson and washing device thereof 审中-公开
标题翻译：洗涤切口边缘及其洗涤装置的方法
公开(公告)号：JP2008223444A
公开(公告)日：2008-09-25
申请号：JP2007067862
申请日：2007-03-16
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , HAMADA YOSHIYUKI , MIYAHARA YOSHIHIKO , TAKAGI SADANORI , ITO HIROKUNI , YOKOYAMA HIROSHI
IPC分类号： E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide a method for washing a cutting edge capable of achieving a specified purpose with a relatively simple equipment by using water stored in a caisson as recycle use so that the ground water stored in the caisson can be effectively used for washing the cutting edge.
SOLUTION: A cutting edge taper face 12 is washed by bottoming a washing device 13 on an inside bottom of a caisson skeleton 1 and moving an injection unit 15 up and down by elevation operation which is guided and supported by a guide frame 18 of a stand 14. The injection unit 15 connects an injection nozzle 23 to a discharge side of a side pump 22, injects a water air jet by mixing a compressed air with the water in the caisson skeleton 1 to the cutting edge taper face 12 and removes an earth and sand remained at a lower part area while washing the cutting edge taper face 12.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种利用相对简单的设备来清洗能够达到特定目的的切削刃的方法，通过使用储存在沉箱中的水作为回收利用，以便能够有效地存储在沉箱中的地下水用于清洗切割边缘。解决方案：通过在沉箱骨架1的内底部底部清洗装置13并且通过由引导框架18引导和支撑的仰角操作来上下移动注射单元15来清洗切削刃锥面12。喷射单元15将喷射喷嘴23连接到侧泵22的排出侧，通过将压缩空气与沉箱骨架1中的水混合到切削刃锥面12喷射水空气喷射，在清洗切削刃锥面12的同时，清除残留在下部区域的泥土和沙子。（C）2008，JPO＆INPIT

10. 发明专利

JP2008168295A Sludge treatment method for wetland-type water purification apparatus 审中-公开
标题翻译：湿地水净化设备的污水处理方法
公开(公告)号：JP2008168295A
公开(公告)日：2008-07-24
申请号：JP2008054206
申请日：2008-03-05
申请人： Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , OGURA YUJIRO , ISHIHAMA KENICHI
IPC分类号： C02F3/06 , C02F3/32 , C02F11/00
CPC分类号： Y02W10/15
摘要： PROBLEM TO BE SOLVED: To provide an effective method for sludge treatment which is supposed to be a secondary faulty point for a wetland-type water purification apparatus. SOLUTION: A water channel with a lot of meanders is formed from the inlet of an artificial wetland 1 to the outlet. While polluted water flows through the meandering water channel, horizontal infiltration and vertical infiltration are repeated, thereby purifying the polluted water. A middle bottom 17 which allows the water and sludge to pass by is installed over a bottom 3 at least in a part of the wetland 1 to form a double bottom structure, making a space between the bottom 3 and the middle bottom 17 a sludge storage space 18. A sludge discharge conduit 20 is made to communicate with the sludge storage space 18 in advance. Therefore, the sludge accumulated in the space 18 can be discharged outside through the bottom part of the wetland 1 with suction etc. of negative pressure. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供湿地型水净化装置的二次故障点的污泥处理的有效方法。解决方案：从人造湿地1的入口到出口形成有大量蜿蜒的水道。当污水流经蜿蜒的水道时，重复横向渗透和垂直渗透，从而净化污水。允许水和污泥通过的中间底部17安装在湿地1的至少一部分的底部3上，以形成双层底部结构，从而在底部3和中间底部17之间形成污泥储存器空间18.预先将污泥排出管道20与污泥储存空间18连通。因此，积存在空间18中的污泥可以通过负压的吸入等从湿地1的底部排出到外部。版权所有（C）2008，JPO＆INPIT

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