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1. 发明专利

JP2013213402A Method for reinforcing existing harbor quay 有权
标题翻译：加强现有海域查询的方法
公开(公告)号：JP2013213402A
公开(公告)日：2013-10-17
申请号：JP2013130920
申请日：2013-06-21
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： KONO KENJI , OKI TAKESHI , SHIOZAKI SADAO , SAKURAI YOSHIHIRO , INOUE HIROSHI , OTA MASANORI
IPC分类号： E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide such a structure and a method for reinforcing an existing harbor quay as to enable application of a small-sized pile because a horizontal force acting on the quay can be effectively transmitted to a pile body.SOLUTION: A method for reinforcing an existing harbor quay, relating to the present invention, includes: a seabed excavation step of excavating a seabed at the front of a wall body of the quay; a wall body support member construction step of constructing a wall body support member for supporting the wall body from a front side, in an excavated location; a pile body driving step of driving a pile body through the wall body support member; and a pile head connecting step of connecting a head of the pile body to the wall body support member.
摘要翻译：要解决的问题：提供这样一种用于加强现有港口码头的结构和方法，以便能够施加小型桩，因为作用在码头上的水平力可以有效地传递到桩体。解决方案：一种方法为了加强现有的码头，涉及本发明，包括：在码头的墙体前部挖出海床的海底挖掘步骤; 壁体支撑构件构造步骤，在挖掘位置构造用于从前侧支撑壁体的壁体支撑构件; 桩体驱动步骤，其通过所述壁体支撑构件驱动桩体; 以及将桩体的头部连接到壁体支撑构件的桩头连接步骤。

2. 发明专利

JP2010156192A Existing harbor quay-wall reinforcing structure and reinforcing method 有权
标题翻译：现有的海港复合墙加固结构和增强方法
公开(公告)号：JP2010156192A
公开(公告)日：2010-07-15
申请号：JP2009239229
申请日：2009-10-16
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： KONO KENJI , OKI TAKESHI , SHIOZAKI SADAO , SAKURAI YOSHIHIRO , INOUE HIROSHI , OTA MASANORI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide an existing harbor quay-wall reinforcing structure and a reinforcing method that can effectively transmit a horizontal force applied to a quay-wall to a pile body, thereby employing a small-sized pile.
SOLUTION: The existing harbor quay-wall reinforcing structure includes a wall body support member 7 arranged at the front face of a steel sheet pile 1 of an existing quay-wall and installed to come in direct or indirect contact with the steel sheet pile 1 to support the steel sheet pile from the front face side, and the pile body 9 with the head connected to the wall body support member 7 to support the wall body support member.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供现有的港口码头加强结构和能够有效地将应用于码头的水平力传递给桩体的加强方法，从而采用小型桩。解决方案：现有的港湾码头加强结构包括一个壁体支撑件7，该壁体支撑件7布置在现有码头板的钢板桩1的正面，并被安装成与钢板直接或间接接触桩1从正面侧支撑钢板桩，桩体9的头部连接到壁体支撑构件7以支撑壁体支撑构件。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2013043148A Classifier 审中-公开
标题翻译：分类器
公开(公告)号：JP2013043148A
公开(公告)日：2013-03-04
申请号：JP2011184113
申请日：2011-08-25
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Ybm Co Ltd , 株式会社ワイビーエム
发明人： OTA MASANORI , IZUMI SHINYA , IBA HIROYUKI , KUMAGAI SUSHIN , KAMEI NOBUHIRO
IPC分类号： B03B7/00 , B03B5/28 , B07B1/28 , B07B9/00 , C02F11/00 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide a classifier which is used for treating dredged soil and the like, reduces cost and a space required for storage and transportation by commonly using components, and improves handleability during maintenance.SOLUTION: The classifier includes: a sieve unit 2 provided with a vibrating screen 3 where screens 5a, 5b are set in two stages so as to be vertically spaced and excited forward and backward; a sand classifying unit 11 having a centrifuge 12; and a silt classifying unit 13 having a centrifuge 14. One of the sand classifying unit 11 and the silt classifying unit 13 is selectively fitted to the top of the sieve unit 2, and a supply line 7a from a pump for sand classification 7 disposed in a storage tank 6 disposed below the sieve unit 2 is connected to an inlet 12a of the centrifuge 12 of the one unit 11 fitted to the top of the sieve unit 2.
摘要翻译：要解决的问题：为了提供用于处理疏浚土壤等的分级机，通过通常使用部件降低成本和存储和运输所需的空间，并且提高维护期间的可操作性。分选机包括：筛单元2，其具有振动筛3，筛网5a，5b分两级设置成向上和向后垂直间隔和激励; 具有离心机12的砂分级单元11; 以及具有离心机14的淤泥分级单元13.砂分级单元11和淤泥分级单元13中的一个选择性地装配到筛单元2的顶部，并且从用于砂分级的泵7供应管线7a设置在设置在筛单元2下方的储罐6连接到安装在筛单元2的顶部的一个单元11的离心机12的入口12a。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2008255616A Multiple rod-type shallow-ground improving method and multiple rod-type shallow-ground improving machine 审中-公开
标题翻译：多台式地埋式改良方法及多台式地埋式改良机
公开(公告)号：JP2008255616A
公开(公告)日：2008-10-23
申请号：JP2007097722
申请日：2007-04-03
申请人： Nittoc Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Toa Harbor Works Co Ltd , Tokki Kogyo Kk , Toyo Constr Co Ltd , 三井住友建設株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 特基工業株式会社
发明人： OCHI NAGATOMO , ITAGAKI YUKIO , YOSHIDA TAKAAKI , KAWASHIMA MASUMI , OTA MASANORI , INAGAWA KOICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To achieve a reduction in the weight of an apparatus and an increase in the working efficiency of shallow-ground improvement of soft ground by collectively holding four drilling rods by a holding base so as to enable the shared use of a drive unit for the drilling rods.
SOLUTION: The four hollow drilling rods having a drilling head at its leading end provided with an drilling blade, an agitating blade and an ejection port are held on the four sides of the holding base. The four hollow drilling rods are rotated by one or two common motors so as to penetrate soft ground. A soil improving material is ejected into excavated soil from a leading end of the rod through the drilling rod. The ground and the soil improving material are agitated and mixed together by means of the drilling blade.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过由保持座集体地保持四个钻杆来实现设备的重量的降低和软地面的浅地面改善的工作效率的提高，以便能够共享使用用于钻杆的驱动单元。解决方案：四个中空钻杆在其前端具有钻头头，其设有钻孔刀片，搅拌刀片和排出口，保持在保持基座的四侧。四个空心钻杆由一个或两个普通电机旋转，以穿透软土。土壤改良材料通过钻杆从杆的前端喷射到挖掘的土壤中。地面和土壤改良材料通过钻孔刀片搅拌并混合在一起。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2010007381A Liquefaction preventing structure 有权
标题翻译：液化防止结构
公开(公告)号：JP2010007381A
公开(公告)日：2010-01-14
申请号：JP2008169185
申请日：2008-06-27
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Port & Airport Research Institute , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： TAKAHASHI HIDENORI , KITAZUME MASAKI , KAWASAKI HIROTAKA , FUKUTAKE TAKEYOSHI , YOSHIDA MAKOTO , NAGATSU TATSUO , TSUKUNI SHOICHI , SUGANO YUKI , SASAI TAKESHI , OTA MASANORI , SUZUKI WATARU , FUJITA YUJI , FUKADA HISASHI , YAMAGUCHI KOICHIRO
IPC分类号： E02D27/34 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide an economical liquefaction preventing structure which is constructed by laying a lattice wall body in a manner floating from a non-liquefied layer.
SOLUTION: The liquefaction preventing structure prevents liquefaction of the ground by forming the floating type lattice wall body 1 having upper and lower surfaces opened and formed like a lattice in plan, on a liquefied layer 2 deposited on the non-liquefied layer 3. Herein each side length of a lattice of the floating type lattice wall body 1 is set equal to 0.4 to 0.8 times a wall height t, and the floating type lattice wall body 1 is floated from the non-liquefied layer 3, which contributes to reduction of the wall height t of the floating type lattice wall body 1, to thereby achieve construction of the economical liquefaction preventing structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种经济的液化防止结构，其通过以非浮液层的方式铺设格子壁体来构造。解决方案：液化防止结构通过在沉积在非液化层3上的液化层2上形成具有打开并形成为格子状的上表面和下表面的浮动型格子壁体1来防止地面液化这里，浮动型格子壁体1的格子的各边长度设定为壁高t的0.4〜0.8倍，浮动格子壁体1从非液化层3浮起，有助于降低浮式格子壁体1的壁高度t，从而实现经济的液化防止结构的构造。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2008002237A Drain device, soil improvement device, and soil improvement method 审中-公开
标题翻译：排水装置，土壤改良装置和土壤改良方法
公开(公告)号：JP2008002237A
公开(公告)日：2008-01-10
申请号：JP2006175523
申请日：2006-06-26
申请人： Chikami Miltec Inc , Kyadotekku Kk , Mirai Kensetsu Kogyo Kk , Toa Harbor Works Co Ltd , Tokyu Construction Co Ltd , Wakachiku Construction Co Ltd , キャドテック株式会社 , チカミミルテック株式会社 , みらい建設工業株式会社 , 東亜建設工業株式会社 , 東急建設株式会社 , 若築建設株式会社
发明人： OTA MASANORI , ENDO OSAMU , IKEHATA SHINICHI , MICHIHASHI HISATOSHI , AKAGANE HIDETAKA , HASHIZUME FUMINORI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a drain device used in an economical soft-ground improvement method by which a non air-permeable part of a drain material left after the soil improvement does not hinder land reclamation work.
SOLUTION: The drain device comprises a non water-permeable member 11 which is formed of a non water-permeable material to have a hollow part and is driven to the soft ground 100 leaving a predetermined length from the ground surface of the soft ground 100, a water-permeable member 12 which is formed of a water-permeable material to have a hollow part and is driven to a predetermined depth in the soft ground 100, and a connecting member 13 which makes the hollow parts of the non-water-permeable member 11 and the water-permeable member 12 communiate with each other and detachably connects the members 11, 12 to each other.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种在经济的软土地面改良方法中使用的排水装置，通过该方法，在土壤改良后留下的排水材料的非透气部分不妨碍土地开垦工作。解决方案：排水装置包括非透水构件11，其由非透水材料形成以具有中空部分，并且被驱动到软地面100，从软地面离开预定长度地面100，由透水性材料形成的具有中空部分并被驱动到软质地面100中的预定深度的透水性构件12，以及连接构件13，透水性构件11和透水性构件12相互交错并且可拆卸地将构件11,12彼此连接。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2011127417A Liquefaction countermeasure structure 有权
标题翻译：液化计量测量结构
公开(公告)号：JP2011127417A
公开(公告)日：2011-06-30
申请号：JP2010160138
申请日：2010-07-14
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Port & Airport Research Institute , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： TAKAHASHI HIDENORI , MORIKAWA YOSHIYUKI , KAWASAKI HIROTAKA , FUKUTAKE TAKEYOSHI , YOSHIDA MAKOTO , NAGATSU TATSUO , TSUKUNI SHOICHI , SUGANO YUKI , SASAI TAKESHI , OTA MASANORI , SUZUKI WATARU , KUBO SHIGERU , FUKADA HISASHI , FUKUSHIMA SHINGO
IPC分类号： E02D27/34 , E02B3/12 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction countermeasure structure suppressing liquefaction of the ground with a liquefied layer deposited on a non-liquefied layer or suppressing ground deformation caused by liquefaction without costing a great deal.
SOLUTION: The liquefaction countermeasure structure applied to the ground with the liquefied layer 2 deposited on the non-liquefied layer 1 includes a soil improving body 3 constructed in a position, separated from the non-liquefied layer 1, in the liquefied layer. Since a grounding structure 4 grounded on or set into the non-liquefied layer 1 and allowing the soil improving body 3 to abut on the side face is constructed, a horizontal displacement difference from the soil improving body 3 is reduced even when the non-liquefied layer 1 is horizontally displaced by an earthquake. The shearing strain of a permanent liquefied layer 2A between the non-liquefied layer 1 and the soil improving body 3 is thereby suppressed, and liquefaction or ground deformation caused by liquefaction can be suppressed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种液化对策结构，其抑制了沉积在非液化层上的液化层的地面液化或抑制液化引起的地面变形而不花费大量的液化对策结构。解决方案：沉积在非液化层1上的液化层2应用于地面的液化对策结构包括在液化层1中与非液化层1分离的位置构造的土壤改良体3 。由于构成接地结构4接地或设置在非液化层1中并使土壤改良体3与侧面抵接，所以即使在非液化的情况下，与土壤改良体3的水平位移差也减小层1被地震水平位移。因此，能够抑制非液化层1与土壤改质体3之间的永久液化层2A的剪切应变，能够抑制由液化引起的液化或地面变形。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2009209661A Reclamation material manufacturing device 有权
标题翻译：回收材料制造设备
公开(公告)号：JP2009209661A
公开(公告)日：2009-09-17
申请号：JP2008056884
申请日：2008-03-06
申请人： Jdc Corp , Ohbayashi Corp , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 日本国土開発株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社大林組
发明人： TORIIHARA MAKOTO , NAGATSU TATSUO , OTA MASANORI , KUBO SHIGERU , NINOMIYA KOJI , SUGIMOTO MASAHITO , AKAGAMI MOTOHIDE
IPC分类号： E02D15/10 , E02D3/12 , E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide a reclamation material manufacturing device used for manufacturing a reclamation material which is formed by uniformly mixing a mixture of earth and sand and a segregation prevention agent.
SOLUTION: The reclamation material manufacturing device is usde for manufacturing a reclamation material which is to be dropped under water by continuouslly mixing the mixture of earth and sand, which is formed by mixing earth and sand with a stabilizer, with the segregation prevention agent. The reclamation material manufacturing device is provided with a belt conveyor 50 and an injection means 60. The belt conveyor 50 transfers the mixture of earth and sand, and drops it at its termination, and the injection means 60 injects liquid in which the segregation prevention agent has been dissolved into the mixture of earth and sand which is dropped from the termination of the belt conveyor 50. The injection state of the liquid, in which the segregation prevention agent has been dissolved, from the injection means 60 is controlled by taking into consideration the cross section of the mixture of earth and sand at the time of its drop.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：待解决的问题：提供一种用于制造通过均匀混合泥土和砂的混合物和防偏离剂形成的回收材料的回收材料制造装置。解决方案：回收材料制造装置用于通过连续混合通过将砂土与稳定剂混合形成的砂土混合物来制造待下水的回收材料，并且具有防偏析代理商回收材料制造装置设置有带式输送机50和喷射装置60.带式输送机50将土壤和沙子的混合物输送并在其终止时下降，并且注入装置60注入液体，其中防分离剂已经溶解在从带式输送机50的终端落下的泥土混合物中。考虑到注入装置60中已经溶解有防偏析剂的液体的注入状态是受到控制的地球和沙子在其下落时的混合物的横截面。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2009209660A Reclamation material manufacturing system 有权
标题翻译：再生材料制造系统
公开(公告)号：JP2009209660A
公开(公告)日：2009-09-17
申请号：JP2008056883
申请日：2008-03-06
申请人： Jdc Corp , Ohbayashi Corp , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 五洋建設株式会社 , 日本国土開発株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社大林組
发明人： TORIIHARA MAKOTO , NAGATSU TATSUO , OTA MASANORI , KUBO SHIGERU , NINOMIYA KOJI , SUGIMOTO MASAHITO , AKAGAMI MOTOHIDE
IPC分类号： E02F7/00
摘要： PROBLEM TO BE SOLVED: To provide a reclamation material manufacturing system can simplify a device for metering sediment and cement and a control for mixing the sediment and cement at a predetermined ratio when a reclamation material manufactured by mixing the sediment, the cement, and a separation prevention agent is formed.
SOLUTION: This reclamation material manufacturing system includes a sediment feeder device 20 for supplying sediment; a cement supply device 30 for dropping a predetermined amount of cement on a first belt conveyor 10; a mixer 40 for forming a sediment mixture by mixing the sediment and the cement; a nozzle spray 60 for forming a reclamation material by spraying a separation prevention agent solution over the sediment mixture; and a control device 80 for calculating a water-containing weight of the sediment by subtracting the supplied amount of cement set in the cement supply device from the total weight of the sediment and cement metered by a load cell 11, calculating the dry weight of the sediment from the water-containing weight and the moisture content of the sediment, and so adjusting the amount of the sediment supplied from the sediment feeder device 20 that the ratio of the dry weight and the supplied mount of cement is a predetermined value.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种回收材料制造系统，可以简化用于计量沉积物和水泥的装置，以及当通过混合沉淀物，水泥，水泥等制造的回收材料以预定比例混合沉淀物和水泥时，并形成分离防止剂。解决方案：该回收材料制造系统包括：用于提供沉淀物的沉淀物供给装置20; 用于将预定量的水泥落在第一带式输送机10上的水泥供给装置30; 用于通过混合沉淀物和水泥形成沉淀物混合物的混合器40; 用于通过在所述沉淀物混合物上喷射分离防止剂溶液来形成回收材料的喷嘴喷嘴60; 以及控制装置80，用于通过从测力传感器11计量的沉淀物和水泥的总重量减去水泥供给装置中设置的水泥的供给量来计算沉淀物的含水重量，计算干燥重量来自含水重量的沉淀物和沉淀物的水分含量，并且因此调节从沉淀物供给装置20供应的沉淀物的量，即干重和所供应的水泥粘合剂的比例是预定值。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2008095388A Construction management method in mixing processing construction method and its device 有权
标题翻译：混合加工施工方法及其装置的施工管理方法
公开(公告)号：JP2008095388A
公开(公告)日：2008-04-24
申请号：JP2006278617
申请日：2006-10-12
申请人： Fudo Tetra Corp , Penta Ocean Construction Co Ltd , Shimizu Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toto Denki Kogyo Kk , Toyo Constr Co Ltd , 五洋建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 東都電機工業株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社
发明人： HOSOMI HISAFUMI , MIURA HITOSHI , OTA MASANORI , NAGATSU TATSUO , ISE JUICHI , NAKAJIMA HIDEAKI , YOSHIDA TAKAAKI , YAMAGUCHI KOICHIRO , OTSUKA KOICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a construction management method and its device for controlling so as to provide an objective structure, by successively arithmetically operating and correcting a value of the tip depth of a construction machine, by inputting a change in a water level, while floating a pontoon on a water surface.
SOLUTION: This device is composed of a ground improvement measuring step of detecting the tip depth, a lifting speed, a blade cutting frequency and a delivery quantity of cement slurry of a mixing processing agitating shaft, a step of correcting and arithmetically operating the value of the tip depth of the agitating shaft by manually or automatically inputting a change in the water level caused by a tide level to this measured value, and a step of controlling so as to minimize a deviation between a workload being a reference value such as the lifting speed per unit depth and the delivery quantity of the cement slurry set in the arithmetic operation step and a target workload per unit depth.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种施工管理方法及其控制装置，以提供目标结构，通过依次运算和修正施工机械的刀尖深度的值，通过输入水位漂浮在水面上的浮筒。解决方案：该装置由检测混合处理搅拌轴的水泥浆的尖端深度，提升速度，叶片切割频率和输送量的地面改进测量步骤，校正和算术运算步骤通过手动或自动地输入由潮汐水平引起的对该测量值的水位变化的搅拌轴的尖端深度的值，以及控制以使作为参考值的工作量之间的偏差最小化的步骤作为每单位深度的提升速度和算术运算步骤中设定的水泥浆的输送量以及每单位深度的目标工作量。版权所有（C）2008，JPO＆INPIT

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