专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2003166236A DRILLING, MIXING AND AGITATING BLADE OF SOIL IMPROVEMENT MACHINE 审中-公开
公开(公告)号：JP2003166236A
公开(公告)日：2003-06-13
申请号：JP2001367405
申请日：2001-11-30
申请人： TONE GEO TECH CO LTD , SANWA KIZAI CO LTD
发明人： YOSHIDA KEISUKE , OGISU KAZUYOSHI , MAEDA TADASHIGE , HAMANO MAMORU , TANAKA YUSUKE
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a drilling, mixing and agitating blade of a soil improvement machine capable of improving soil, improved in efficiency and quality by making the working speed fast in both penetration and pulling out. SOLUTION: The blade is constituted of a first blade provided with a shaft having an inner and an outer shafts rotating in mutually opposite directions, a first blade section provided with a plurality of lower diagonal blades fixed to the lower end of the inner shaft at the lower end and extended separately from the shaft at the upper end and a curved blade arranged from the upper end of each lower diagonal blade to the vicinity of the upper shaft than the upper end of each lower diagonal blade, and a second blade provided with upper diagonal blades fixed to the upper end of the outer shaft at the upper end extended separately from the shaft at the lower end, and horizontal excavating blades arranged from the lower end of the upper diagonal blade to the vicinity of the shaft, and arranged in the proximity of the upper part of the first blade. The lower diagonal blade is made to have a cross section forming a cutting edge shape so that the front edge in the lowering rotary direction is tapered off and the upper diagonal blade is also made to have a cross section forming a cutting edge shape so that the front edge in the rising rotary direction is tapered off. COPYRIGHT: (C)2003,JPO

2. 发明专利

JPH11152742A EXCAVATOR AND CONSTRUCTION METHOD FOR UNDERGROUND CONTINUOUS WALL USING THE SAME 失效
公开(公告)号：JPH11152742A
公开(公告)日：1999-06-08
申请号：JP33649697
申请日：1997-11-20
申请人： TONE GEO TECH CO LTD , SANWA KIZAI CO LTD , OZAWA CONCRETE IND CO LTD
发明人： SOEJIMA TORAJIRO , HAMANO MAMORU , TSURUTA TAKESHI
IPC分类号： E21B7/00 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To continuously form an excavation groove along a horizontal direction and to discharge excavated earth efficiently. SOLUTION: An excavator 1 comprises running bodies 2 and 3, a guide cell supported by the running bodies 2 and 3, an auger drive device 6 freely movable along the guide cell. Further, the excavator comprises an auger shaft 10 coupled to the auger drive device 6 and rotatable around an axis, and underground frames 11 supported by the auger drive device 6 and consisting of auger- surrounding frame K in a U-shape in a cross section to surround the three sides of the auger shaft 10, and underground frame 11 integrally formed adjacently to the auger-surrounding frame and consisting of wall surface supporting forms S.

3. 发明专利

JP2005036413A Construction method for shaft 有权
标题翻译：轴的构造方法
公开(公告)号：JP2005036413A
公开(公告)日：2005-02-10
申请号：JP2003197543
申请日：2003-07-16
申请人： Data Tou:Kk , Kankyo Kosan:Kk , Sanwa Kizai Co Ltd , Tone Geo Tech Co Ltd , 三和機材株式会社 , 利根地下技術株式会社 , 株式会社データ・トゥ , 株式会社環境興産
发明人： NISHIYAMA YOSHIKAZU , HAMANO MAMORU , MORIGUCHI TAKESHI , HASHIBA SHIGERU
IPC分类号： E21B7/20 , E21D5/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a shaft, which enables safety and rapid construction, which enables simple construction without the need for an auxiliary construction method for grout etc., and which can bring about the shaft with high rigidity and safety.
SOLUTION: A steel pipe 1 is pressed into the ground by a rotary press-in machine 2, and the shaft is constructed by using the steel pipe 1 as a shaft wall. The steel pipe 1, which forms a window hole for arrival, is pressed in up to a predetermined depth by covering the window hole with a lid. Furthermore, the steel pipe 1 is positioned along a steel pipe casing 12 for excavation, whose tip is provided with an excavating blade 11, and pressed into the ground along with the casing 12; and the casing 12 is recovered while the steel pile 1 is left as it is.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够安全快速地构造的轴的施工方法，其能够在不需要用于灌浆等的辅助施工方法的情况下进行简单的施工，并且可以使轴具有高的刚性和安全性。解决方案：钢管1通过旋转压入机2被压入地面，并且通过使用钢管1作为轴壁来构造轴。形成用于抵达的窗孔的钢管1通过用盖子覆盖窗孔而被压入预定深度。此外，钢管1沿着用于挖掘的钢管壳体12定位，其顶端设置有挖掘刀片11，并与壳体12一起被压入地面; 并且在钢桩1原样放置的同时回收外壳12。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2001040655A TWO-SHAFT MECHANICAL STIRRING TYPE DEEP LAYER MIXING TREATMENT APPARATUS PERMITTING CREATION OF IMPROVED BODY HAVING RECTANGULAR CROSS SECTION 失效
公开(公告)号：JP2001040655A
公开(公告)日：2001-02-13
申请号：JP21844999
申请日：1999-08-02
申请人： TONE GEO TECH CO LTD , SANWA KIZAI CO LTD
发明人： YOSHIDA KEISUKE , MAEDA TADASHIGE , HAMANO MAMORU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To create an improved body having a rectangular cross section by providing a rectangular frame-shaped section forming frame as a stirring shaft with a supporting body in an upper position of a mechanical type stirring blade of a deep layer mixing processing machine equipped with two-axis stirring shafts having mechanical type stirring blades. SOLUTION: At a top position of a stirring head 2, a rectangular frame-shaped cross section forming frame 15 is provided by utilizing a bearing member 14 externally fitted to a stirring shaft for providing a coupling member 13. In this case, at an upper side position and a lower side position of a bearing member 14, a rod-shaped supporting member 16 is provided, these rod-shaped supporting member 16 is coupled with lattice members 17 for supporting a cross section forming frame 15. At this time, the rod- shaped supporting member 16 is more desired than a plate-shaped one for disturbing as little as possible the stirring mixing by a stirring head 2, In this way, an extremely thinning of the wall thickness can be avoided for the lap portion of an improved region by two stirring head 2 by a simple device improvement, and a predetermined strength or water stopping ability can be secured so that the creation of a rectangular cross section improving body can be realized.

5. 发明专利

JPH11222876A UNDERGROUND MOVING AUGER EXCAVATOR AND DIAPHRAGM WALL CONSTRUCTION METHOD USING THE SAME 失效
公开(公告)号：JPH11222876A
公开(公告)日：1999-08-17
申请号：JP3958198
申请日：1998-02-05
申请人： TONE GEO TECH CO LTD , SANWA KIZAI CO LTD , OZAWA CONCRETE IND CO LTD
发明人： SOEJIMA TORAJIRO , HAMANO MAMORU , TSURUTA TAKESHI
IPC分类号： E02F5/04 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To form an excavated trench continuously along a horizontal direction, remove excavated soil and sand efficiently, and ensure a large advancing thrust. SOLUTION: The excavator 1 comprises a running bodies 2, 3, a guide cell supported by the bodies 2, 3, and an auger drive device 6 which is made to be movable along the guide cell. And there are provided an auger axis 10 which is connected to the device 6 so as to be rotatable about the axis thereof, an underground frame 11 comprising an auger enclosure frame supported by the device 6 and having a U-shaped cross section and a wall surface supporting frame which is provided adjacent to the auger enclosure frame so as to be formed integrally thereto, and advancing jacks 18, 18... which are provided at longituclinally suitable points of the auger enclosure frame to push a precast panel inserted into the ground so that the auger axis 10 is advanced in the advancing direction together with the frame 11.

6. 发明专利

JP2003166237A DRILLING, MIXING AND AGITATING BLADE OF SOIL IMPROVEMENT MACHINE 审中-公开
公开(公告)号：JP2003166237A
公开(公告)日：2003-06-13
申请号：JP2001367406
申请日：2001-11-30
申请人： TONE GEO TECH CO LTD , SANWA KIZAI CO LTD
发明人： YOSHIDA KEISUKE , OGISU KAZUYOSHI , MAEDA TADASHIGE , HAMANO MAMORU , TANAKA YUSUKE
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a drilling, mixing and agitating blade of a soil improvement machine capable of improving soil, improved in efficiency and quality by making the working speed fast in both penetration and pulling out. SOLUTION: The soil improvement machine has a spiral excavating cutting edge at the lower end and has a shaft provided with an inner shaft positioned above the spiral cutting edge and externally fitted to be freely rotatable at the cylinder part and an outer shaft turning in the reversal direction against the inner shaft at the upper end of the inner shaft, an upper side diagonal blade extending from the outer shaft to the lower end side while separating from the shaft, and an lower side diagonal blade extending from the upper cylindrical part to the upper end side while separating from the shaft and fixed to the end of the upper side diagonal blade at the end. The upper side diagonal blade has a cross section formed in a tapered-off cutting edge at the front end of the rising rotary direction and the lower side diagonal blade has a cross section formed in a tapered-off cutting edge at the front end in the lowering rotary direction. A plurality of horizontal agitation blades extending from respective diagonal blades to the shaft side and a plurality of horizontal agitation blades radially extending from the inner shaft are closely arranged. COPYRIGHT: (C)2003,JPO

7. 发明专利

JP2013217131A Apparatus and method for erecting low-strength pipe 有权
标题翻译：低强度管道的设备和方法
公开(公告)号：JP2013217131A
公开(公告)日：2013-10-24
申请号：JP2012089872
申请日：2012-04-11
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社 , Sanwa Kizai Co Ltd , 三和機材株式会社 , Data Tou:Kk , 株式会社データ・トゥ
发明人： KAWABATA NORIYUKI , HARADA TAKEO , HAMANO MAMORU , YAMAMOTO TOSHIHIKO , NISHIYAMA YOSHIKAZU , MORIYAMA HIROSHI
IPC分类号： E21B7/20 , E21B10/00 , E21B10/62 , E21B10/64
摘要： PROBLEM TO BE SOLVED: To provide a method and apparatus for erecting a low-strength pipe in which the low-strength pipe such as a polyvinyl chloride pipe or a thin steel pipe can be buried simultaneously with excavation without applying a rotational force or a compression force thereto, installation of a guide pipe (casing pipe) is not required and prompt and inexpensive construction can be performed.SOLUTION: A cap pipe 8 with which blades 10 for excavation are provided in the outer circumference of a distal end, is mounted to a distal end of a low-strength pipe 6 such as a polyvinyl chloride pipe to be erected, a rotational driving rod 12 is inserted into the low-strength pipe 6 such as the polyvinyl chloride pipe to be erected, and the distal end portion thereof is engaged to the distal end of the cap pipe 8 to be freely attachable and detachable and to restrict the cap pipe 8 so as to be turned together. The low-strength pipe 6 is then erected into the ground while performing excavation with the cap pipe 8 by driving the rotational driving rod 12.
摘要翻译：要解决的问题：提供一种用于搭建低强度管的方法和装置，其中低强度管如聚氯乙烯管或薄钢管可以同时挖掘而不施加旋转力或压缩因此，不需要安装导管（套管），可以及时且廉价地构造。另外，在远端的外周设置有用于挖掘的叶片10的盖管8，要竖立的聚氯乙烯管等低强度管6的前端，将要竖立的聚氯乙烯管等低强度管6插入旋转驱动杆12，其前端部与盖管8的前端接合，可以自由地安装和拆卸，并且限制盖管8以便一起转动。然后，通过驱动旋转驱动杆12，通过盖管8进行挖掘，将低强度管6竖立在地面中。

8. 发明专利

JP2012219574A Method and apparatus for burying concrete pile 审中-公开
标题翻译：用于混凝土桩的方法和装置
公开(公告)号：JP2012219574A
公开(公告)日：2012-11-12
申请号：JP2011089065
申请日：2011-04-13
申请人： Sanwa Kizai Co Ltd , 三和機材株式会社
发明人： HAMANO MAMORU , TANAKA TOSHIO
IPC分类号： E02D7/20
摘要： PROBLEM TO BE SOLVED: To facilitate an operation of burying a concrete pile in accordance with various soil conditions, and lower a construction cost.SOLUTION: This method for burying the concrete pile comprises: setting a press-fitting device T that can press and lower a concrete pile K by using a plurality of chuck members 18 of a chuck mechanism 17 that is provided so as to be freely elevated and lowered, at a top face of a ground S that is a portion in which the concrete pile K is placed; providing a support mechanism 31 for supporting a drilling device 30 suspended by a wire 33 of a crane to the press-fitting device T; and selectively conducting an operation of pressing the concrete pile K by using the chuck mechanism 17 and an operation of drilling by using the drilling device 30.
摘要翻译：要解决的问题：为了便于根据各种土壤条件埋设混凝土桩，降低施工成本。解决方案：用于埋设混凝土桩的方法包括：通过使用卡盘机构17的多个卡盘构件18来设置压配装置T，压配装置T能够压下混凝土桩K，在作为混凝土桩K所在的部分的地面S的顶面处自由地升高和降低; 提供支撑机构31，用于将由起重机的线33悬挂的钻孔装置30支撑到压入装置T; 并且通过使用卡盘机构17选择性地进行冲压混凝土桩K的操作和使用钻孔装置30进行钻孔的操作。（C）2013，JPO＆INPIT

9. 发明专利

JP2008303583A Structure of artificial ground 审中-公开
标题翻译：人造地面结构
公开(公告)号：JP2008303583A
公开(公告)日：2008-12-18
申请号：JP2007150567
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 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 , 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 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , KAWASAKI HIROTAKA , ISHII HIROYASU , NISHIO KYO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , TSUKUNI SHOICHI , TAGUCHI HIROBUMI , FUJITA YUJI , INAGAWA KOICHI , IMAI YUUKI
IPC分类号： E02D17/18 , E02D3/12 , E02D17/20 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To prevent horizontal displacement of a sideways flow or the like by stably supporting a structure in soft natural ground using simple artificial ground without a pile, and stabilizing the natural ground.
SOLUTION: A floor slab 2 for supporting the structure 1 and a soil improvement body 13 for supporting the floor slab are constructed on the soft natural ground 3, a core material 11 is integrally fixed on the upside of the soil improvement body, the upper part of the core material is projected in the floor slab and fixed, and the soil improvement body and the floor slab are connected to each other through the core material. The soil improvement body is constructed like a grid by arranging a number of soil improvement piles 10 vertically and horizontally in a plan view, the core material 11 is fixed to the upper part of the soil improvement pile located in the intersection of the grids, and the upper parts of the core materials are connected to each other by a tension member 14. Another soil improvement pile 15 is constructed also in a cell of the grid-like soil improvement body. The upper part of the soil improvement body is supported by a batter pile made of the soil improvement pile. The soil improvement body 13 is extended not only to the floor slab, but also to the lower side of an overlaid ground such as a banking 6 constructed in the periphery thereof.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过在没有桩的简单人造地面上稳定地支撑柔性自然地面中的结构，并且稳定自然地面，来防止侧向流动等的水平位移。解决方案：用于支撑结构1的地板2和用于支撑楼板的土壤改良体13在软土自然地面3上构成，芯材11一体地固定在土壤改良体的上侧，芯材的上部突出在地板上并固定，土体改良体和地板通过芯材相互连接。通过在平面图中垂直和水平地布置多个土壤改良桩10，将土壤改良体构成为网格，芯材11固定在位于网格的交叉点的土壤改良桩的上部，核心材料的上部通过张紧构件14彼此连接。另外的土壤改良桩15还被构造在格栅状土壤改良体的细胞中。土壤改良体的上部由土壤改良桩制成的面糊桩支撑。土壤改良体13不仅延伸到楼板，而且延伸到覆盖地面的下侧，例如在其周边构造的银行6。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2008303582A Reinforcing structure of banking support ground 审中-公开
标题翻译：加强银行支持结构的结构
公开(公告)号：JP2008303582A
公开(公告)日：2008-12-18
申请号：JP2007150566
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 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 , 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 , 独立行政法人土木研究所
发明人： TSUTSUMI SHOICHI , EGASHIRA MASAKUNI , HORIKOSHI KENICHI , SUEJIMA RENJURO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , HIDESHIMA YASUSHI , TAGUCHI HIROBUMI , KUBO SHIGERU , INAGAWA KOICHI , SHINKAWA NAOTOSHI
IPC分类号： E02D17/18 , E02D3/12 , E02D17/04 , E02D27/44
摘要： PROBLEM TO BE SOLVED: To obtain a satisfactory sideways flow preventive effect by effectively reinforcing the banking support ground by improving soil having a low improvement rate.
SOLUTION: A soil improvement body 3 of a unit length supporting at least the peripheral edge part of a banking 1 is constructed in the banking support ground 2, the soil improvement body is laid along the longitudinal direction of the banking, and the middle part of the unit length is like a bent wall bent to the inside of the banking the batter pile, thereby increasing its out-of-plane rigidity. A plurality of bent wall-like soil improvement bodies are arranged in the longitudinal direction of the banking. The end parts of the adjacent soil improvement bodies are connected to each other through another soil improvement body (a soil improvement pile 5). The bent wall-like soil improvement bodies are respectively constructed on the opposite peripheral edge parts of the banking, and core materials are fixed to the upper parts of both soil improvement bodies, respectively. The upper parts of the both core materials are connected to each other by a tension member.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过改进具有低改进率的土壤来有效地增强银行支持地，以获得令人满意的侧向流动预防效果。解决方案：在银行支持地2中构建了至少支撑银行1的周边部分的单位长度的土壤改良体3，土壤改良体沿着银行的纵向放置，并且单位长度的中间部分就像一个弯曲的墙壁，弯曲到银浆的内侧，从而增加了其平面外刚度。沿着银行业的纵向布置了多个弯曲的壁状土壤改良体。相邻的土壤改良体的端部通过另一个土壤改良体（土壤改良桩5）相互连接。分别在银行的相对周边边缘部分构造弯曲的墙状土壤改良体，核心材料分别固定在两个土壤改良体的上部。两个芯材的上部通过张力构件相互连接。版权所有（C）2009，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式