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1. 发明专利

JP2007315038A Casing cap for square steel pipe, and soil improvement construction method using square casing 审中-公开
标题翻译：方钢管套管及土方改良施工方法
公开(公告)号：JP2007315038A
公开(公告)日：2007-12-06
申请号：JP2006145806
申请日：2006-05-25
申请人： Tenox Corp , Zenitaka Corp , 株式会社テノックス , 株式会社錢高組
发明人： FUKADA KAZUYUKI , SAEKI TEI , TSUNODA KUNISUKE , HISHIYAMA TAMOTSU , HISHINUMA NOBORU , OTA KAZUYOSHI , TANAKA HIROYUKI
IPC分类号： E02D13/10 , E02D3/00
摘要： PROBLEM TO BE SOLVED: To provide a casing cap for a square steel pipe which is prepared by adapting a square casing to an existing pile driver, and a soil improvement construction method using a square casing.
SOLUTION: The casing cap 1 for the square steel pipe includes a cylinder 5 held to be vertically movable along a guide post 33 of a pile driver 30, and a square portion 7 which is disposed on the lower part of the cylinder 5 and is fitted removably on the square casing 3 made of a square steel pipe. The square portion 7 is so connected to the cylinder 5 as to be rotatable relatively thereto.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使方形壳体适应现有的打桩机而制备的方钢管套管，以及使用方形壳体的土壤改良施工方法。解决方案：用于方钢管的壳体盖1包括保持为可沿着打桩机30的引导柱33垂直移动的缸体5和设置在缸体5的下部的方形部分7 并且可拆卸地装配在由方钢管制成的方形壳体3上。正方形部分7与气缸5相连以便可相对于其旋转。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2009155915A Filler for steel sheet pile joint 有权
标题翻译：钢板填料填料
公开(公告)号：JP2009155915A
公开(公告)日：2009-07-16
申请号：JP2007335533
申请日：2007-12-27
申请人： Marubeni Tetsugen Co Ltd , Techno Paudalton:Kk , Tenox Corp , 丸紅テツゲン株式会社 , 株式会社テクノパウダルトン , 株式会社テノックス
发明人： MONMA TSUNEMI , TAMADA KENICHI , HISHIYAMA TAMOTSU
IPC分类号： E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a filler enabling easy filling operation, capable of surely preventing sediment from intruding into a joint, without impairing the construction efficiency of a steel sheet pile, and easily dischargeable.
SOLUTION: This granular filler precharged into the female side joint of a joint for a steel sheet pile contains a 30-100 wt.% wood powder and a 0-70 wt.% bentonite.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易地进行填充操作的填料，能够确实地防止沉积物侵入接头，而不会影响钢板桩的施工效率，并且容易排出。
解决方案：预先充入钢板桩接头的阴侧接头中的这种颗粒填料含有30-100重量％的木粉和0-70重量％的膨润土。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2005315052A Expanded head in hollow pile inner digging/embedding device 有权
标题翻译：中空钻头内嵌/嵌入式装置中的扩展头
公开(公告)号：JP2005315052A
公开(公告)日：2005-11-10
申请号：JP2005017703
申请日：2005-01-26
申请人： Nippon Steel Corp , Sanwa Kizai Co Ltd , Tenox Corp , 三和機材株式会社 , 新日本製鐵株式会社 , 株式会社テノックス
发明人： YAMAZAKI KAZUO , HISHIYAMA TAMOTSU , TERASAKI SHIGEKI , YANAGI ETSUTAKA , HIRATA TAKASHI , ISHIHAMA YOSHIRO
IPC分类号： E21B10/32 , E02D7/00 , E21B10/44
摘要： PROBLEM TO BE SOLVED: To extract an expanded blade from the inside of the ground by being displaced to the head rod side, when the expanded blade cannot be contractively closed by nipping sediment in contractive closure.
SOLUTION: In this expanded head in a hollow pile inner digging/embedding device, a piston fixing type or cylinder fixing type hydraulic cylinder is coaxially built in a head rod of a rod lower end part of excavation work; a base end part of the expanded blade is rockingly jointed by a pin on a plane passing through the axial line of the head rod in an outer peripheral part of the head rod; the other end of an operation link having one end jointed by a pin to a cylinder or a piston to be reciprocated in the hydraulic cylinder, is jointed by a pin to an intermediate part of the expanded blade for expansively and contractively rocking the expanded blade; and any one or a plurality of pins of respective pin joints of the expanded blade and the operation link, can be sheared by a collision with the hollow pile lower end of the expanded blade.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过移动到头杆侧从地面内部提取膨胀的叶片，当膨胀的叶片不能通过在收缩闭合中夹入沉淀物而收缩闭合时。解决方案：在空心桩内挖掘/嵌入装置的这种扩展头中，活塞固定式或筒式固定式液压缸同轴地安装在挖掘工作的杆下端部分的头杆中; 扩展叶片的基端部在销杆的外周部分穿过头杆的轴线的平面上被销摆动地接合; 一个操作连杆的另一端通过一个销端连接到一个气缸或一个在液压缸中往复运动的活塞，由销钉连接到膨胀叶片的中间部分，用于膨胀和收缩地摆动膨胀叶片; 并且膨胀叶片和操作连杆的相应销接头的任何一个或多个销可以通过与膨胀叶片的中空桩下端的碰撞而剪切。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2013167088A Foundation structure of small-scale building 有权
标题翻译：小型建筑基础结构
公开(公告)号：JP2013167088A
公开(公告)日：2013-08-29
申请号：JP2012030528
申请日：2012-02-15
申请人： Tenox Corp , 株式会社テノックス
发明人： HISHINUMA NOBORU , MATAYOSHI NAOYA , OTA KAZUYOSHI , MIZOGUCHI EIJIRO , HISHIYAMA TAMOTSU , MURAYAMA ATSUSHI , FUJII MAMORU
IPC分类号： E02D27/34 , E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure of a small-scale building, capable of easily restraining tilting of the small-scale building due to its unequal sinking, even if the planer shape of the small-scale building is neither a simple square nor a simple rectangle, of even if an adjacent building exists and a foundation structure is affected by propagation underground stress caused by the load of the adjacent building.SOLUTION: A foundation structure B of a small-scale building (building 1) is comprised of an upper floor slab 3 consisting of a soil cement slab extended to an outer periphery in the vicinity of the building 1 and formed by improving a shallow layer of the ground and an enclosing wall 4 consisting of a soil cement wall provided under and integrated with the lower part of the upper floor slab. The foundation structure B is constructed, while substantially matching the building 1 and the foundation structure B to each other so that the respective gravity center positions G, Gthereof overlap substantially each other in a vertical direction.
摘要翻译：要解决的问题：为了提供小型建筑的基础结构，能够容易地限制小型建筑由于其不平等的下沉而倾斜，即使小型建筑的刨床形状既不是简单的方形即使相邻的建筑物存在，基础结构受到相邻建筑物的荷载引起的地下应力的传播的影响也是简单的矩形。解决方案：小型建筑物（建筑物1）的基础结构B由由建筑物1附近的外周延伸并通过改善地面浅层形成的土壤水泥板组成的上层板坯3和由设置在下面并与之成一体的土壤水泥墙构成的封闭壁4 上层楼板的下部。基础结构B被构造成使得建筑物1和基础结构B彼此基本匹配，使得各个重心位置G，Gthere在垂直方向上基本上彼此重叠。

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