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1. 发明专利

JP2010013912A Construction method of rainwater storage tank by cross orthogonal dome block 审中-公开
标题翻译：通过交叉正交圆顶块的雨水储存罐的构造方法
公开(公告)号：JP2010013912A
公开(公告)日：2010-01-21
申请号：JP2008196973
申请日：2008-07-03
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E03F1/00 , E03B3/02 , E03B11/14
CPC分类号： Y02A20/108
摘要： PROBLEM TO BE SOLVED: To provide a structure that holds an internal space by closing an upper part with a continuous top member and supporting a lower part by a columnar member in a structure constructed by combining a plurality of block bodies, and a method for using the structure as a rainwater storage tank.
SOLUTION: This construction method of the rainwater storage tank includes constructing the block body forming a cross orthogonal dome block 1 using structural materials such as concrete, steel and synthetic resin into approximately cross shape having an overlap part and portions projected by the required moderate length from the overlap part when semicircular, horseshoe-shaped and portal members are mutually crossed at right-angles, and shaped to have openings 4-7 in all directions (longitudinal and lateral directions); juxtaposing a plurality of cross orthogonal dome blocks 1 each with a column part 3, a top plate 2 and a sidewall integrated, to construct the column parts, the top plates and the sidewalls simultaneously; and filling concrete or the like from the outside into four corner cavity parts of each block formed after the completion of installation to integrate the respective blocks.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构，其通过用连续的顶部构件封闭上部并通过柱形构件在通过组合多个块体构造的结构中支撑下部而保持内部空间，并且使用该结构作为雨水储罐的方法。解决方案：这种雨水储罐的施工方法包括使用诸如混凝土，钢和合成树脂的结构材料构成十字正交圆顶块1的块体，形成具有重叠部分的大致十字形，并且由所需的当半圆形，马蹄形和入口构件相互交叉时，重叠部分的中等长度相互交叉，成形为在所有方向（纵向和横向）上具有开口4-7; 并排多个交叉正交圆顶块1，每个具有柱部分3，顶板2和侧壁一体化，以同时构造柱部分，顶板和侧壁; 并将混凝土等从外部填充到在安装完成之后形成的每个块的四个角部空腔部分，以对各个块进行积分。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2006057426A Anti-earth pressure filling method having rows of columns 审中-公开
标题翻译：具有柱的抗地压力填充方法
公开(公告)号：JP2006057426A
公开(公告)日：2006-03-02
申请号：JP2004264703
申请日：2004-08-16
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide an anti-earth pressure embankment utilizing a weight of sediment as well as an earth pressure reducing effect by blocking the sediment of a filler with hollow cylindrical or polygonal cylindrical pipes.
SOLUTION: Normally, an earth pressure acting to an ordinary retaining wall or the like is estimated as a difference between the weight of a mass of soil being collapsed and the force of shearing resistance occurring at the boundary of masses of soil. When a portion of the mass of soil being collapsed is removed in advance and filled in hollow cylindrical pipes 3, 6 or polygonal cylindrical pipes and these pipes are reconstructed as plural rows of columns at the previous position of the mass of soil, then the forces of the soil filled in the hollow cylindrical pipes 3, 6 or the polygonal cylindrical pipes can be balanced each other inside the pipes and thus no earth pressure occurs therein. Further the rows of columns are built in one body by using filler 5 for the gaps between a front wall 2, a bottom foundation structure, a top slab 9 and the rows of columns, thereby creating an anti-earth pressure type integrated structure.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过用中空的圆柱形或多边形圆柱形管堵塞填料的沉淀物，提供利用沉积物重量和减压效果的抗土压力堤。解决方案：通常，作用于普通挡土墙等的土压力被估计为被塌陷的土体的重量与在土壤质量边界处发生的抗剪力的差异。当一部分被坍缩的土壤块被预先去除并填充在中空圆柱形管道3,6或多边形圆柱形管道中时，并且这些管道在土体质量的先前位置被重建为多列列，则力填充在中空圆柱形管道3,6或多边形圆柱形管道中的土壤可以在管道内彼此平衡，因此在其中不产生土压力。此外，通过使用填料5用于前壁2，底部基础结构，顶板9和列列之间的间隙，将行列构建在一体中，从而形成抗地压力型一体结构。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2010048069A L-shaped retaining wall structure having rational base structure 审中-公开
标题翻译：具有合理基础结构的L形保持墙结构
公开(公告)号：JP2010048069A
公开(公告)日：2010-03-04
申请号：JP2008235663
申请日：2008-08-19
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a retaining wall structure excelling in economical efficiency by dividing a base to reduce weight because a base in a conventional L-shaped retaining wall or inverted T-shaped retaining wall is of integral structure and limited in a portable range by product weight and dimension restrictions.
SOLUTION: This L-shaped retaining wall structure is not provided with the base from the root of a vertical wall to the center of the base in the L-shaped retaining wall or inverted T-shaped retaining wall, and is composed of a plurality of beam structure parts comprising connecting vertical beams 5 and connecting cross beams 2; a separable base 7 connected to the plurality of beam structure parts; and a separate vertical plate 6.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供通过分割底座以减轻重量而具有优异的经济效率的挡土墙结构，因为传统的L形挡土墙或倒T形挡土墙中的底座具有一体结构，并限制在根据产品重量和尺寸限制的便携式范围。解决方案：该L形挡土墙结构在L形挡土墙或倒T形挡土墙中没有从垂直壁的根部到基部的中心设置基部，并且由多个梁结构部件，包括连接垂直梁5和连接横梁2; 连接到所述多个梁结构部分的可分离基座7; 和独立的垂直板6.版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2007016572A Sidewall construction type earth retaining wall 审中-公开
标题翻译：小屋建筑类型地球保持墙
公开(公告)号：JP2007016572A
公开(公告)日：2007-01-25
申请号：JP2005224655
申请日：2005-07-04
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing an earth retaining wall by constructing and binding separately prepared side wall and bottom wall at site and a connection structure for connecting the side wall to the bottom plate.
SOLUTION: The bottom plate having a recessed part formed by two roughly trapezoidal projected walls and the side wall formed in an end part shape matching the recessed part are separately manufactured and, after the bottom plate is installed at a predetermined position, the side wall is engaged with the recessed part to construct the earth retaining wall of roughly L-shape.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过在现场构造和结合单独准备的侧壁和底壁以及用于连接侧壁和底板的连接结构来构造挡土墙的方法。解决方案：分别制造具有由两个大致梯形的突出壁形成的凹部的底板和形成为与凹部相匹配的端部形状的侧壁，并且在底板安装在预定位置之后，侧壁与凹部接合，构成大致L字形的挡土墙。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006299774A Three-dimensional frame-shaped structure having dislocation preventive projection and frame-shaped slab structure 审中-公开
标题翻译：三维框架结构具有分离预测性和框架形状的SLAB结构
公开(公告)号：JP2006299774A
公开(公告)日：2006-11-02
申请号：JP2005151552
申请日：2005-04-20
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a structure having a joining part provided with a dislocation preventive projection, capable of easily filling clearance predicted in generation from construction accuracy and product making accuracy.
SOLUTION: This structure is formed while fitting the dislocation preventive projection 2 arranged on an upper surface of a three-dimensional frame-shaped structure and a leg part 3 arranged in a frame-shaped slab structure, by arranging the dislocation preventive projection 2 in the horizontal direction in the three-dimensional frame-shaped structure and the frame-shaped slab structure. In this case, since a butting contact plane 7 is surely exposed to an upper surface, the clearance by an error in the construction accuracy and product accuracy can be easily blocked up by a clearance filler. Vertical directional force is transmitted to the support ground by a column material 5 of a three-dimensional frame shape, and horizontal directional force can be surely transmitted by a top part and a bottom part slab of the three-dimensional frame-shaped structure and the frame-shaped slab structure 4 via the dislocation preventive projection 2. A construction method can shorten a work period by simplifying field work by surely transmitting the force by combining the three-dimensional frame-shaped structure and the frame-shaped slab structure of a secondary product, and the structure makes this construction method possible.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构，其具有设置有位错防止突起的接合部，能够容易地填充由施工精度和产品制造精度产生的预定间隙。解决方案：通过布置位错预防突起部，配置布置在三维框状结构的上表面上的位错防止突起2和布置在框状板结构中的脚部3，形成该结构 2在三维框架状结构中的水平方向和框架形板结构。在这种情况下，由于对接接触面7可靠地暴露于上表面，所以通过间隙填料容易地堵住施工精度和产品精度误差的间隙。垂直方向力通过三维框架形状的柱材5传递到支撑地面，并且水平方向力可以通过三维框架结构的顶部和底部板坯可靠地传递，框架状的板状结构体4通过位错防止突起2构成。通过将三维框状结构和二次侧框状的框架状结构组合起来，通过简单化现场作业来确保传递力，可以缩短作业周期产品，结构使得这种施工方法成为可能。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2005034590A Man-powered acupressure device 审中-公开
标题翻译：人造电源ACUPRESSURE DEVICE
公开(公告)号：JP2005034590A
公开(公告)日：2005-02-10
申请号：JP2003302092
申请日：2003-07-18
申请人： Shiro Kimura , 志朗木村
发明人： BABA YUKINO , KIMURA SHIRO
IPC分类号： A61H39/04
摘要： PROBLEM TO BE SOLVED: To provide a health device allowing a user to give acupressure on any point of his/her body, which does not require the user to raise arms for pressing, and solves problems that the user cannot feel to be treated by acupressure due to excessive arm fatigue with pressing, that kneading with hands only makes the arms more tired, that the device itself can be bulky, and so on.
SOLUTION: This device includes a pull band 4 provided on a base frame 1. Pulling the pull band 4 down and oblique to a front of the body gives press-down power to an acupressure piece 3, which enables the arm to rotate around a fulcrum lower than an elbow and reduces the user's fatigue. Adjusting a length of the pull band 4 enables the user to operate the device by rotation around a fulcrum of an ankle. The device can be attached to a back of a chair, a frame of a bed, a belt of the user, or the like, with a cramp mounted on the pull band 4, which eliminates the need for a bulky part such as a seat. Pulling the pull band 4 down requires half as much power as the pressing the acupressure piece 3 down acts, which reduces the arm and leg fatigue.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种健康装置，允许用户在他/她的身体的任何点上给予指压，这不需要用户抬起手臂进行按压，并且解决用户不能感觉到的问题通过按压由于过度的手臂疲劳而被指压治疗，用手揉捏仅使手臂更加疲劳，使得装置本身可以笨重等等。解决方案：该装置包括设置在基座框架1上的拉带4.将拉带4向下拉并且倾斜于身体的前部向按压片3提供按压力，使得手臂能够旋转围绕支点低于肘部，并减少用户的疲劳。调整拉带4的长度使得使用者能够围绕踝关节的支点旋转来操作装置。该装置可以安装在椅子的后部，床的框架，使用者的皮带等上，并且具有安装在拉带4上的夹紧器，这消除了对诸如座椅等大体积部件的需要。将拉带4拉下来需要的是与按压指压件3一起作用的功率的一半，这减少了手臂和腿部的疲劳。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2007138686A Construction of underground reservoir space by curved-face beam/column block 审中-公开
标题翻译：通过曲面梁/柱块构建地下储层空间
公开(公告)号：JP2007138686A
公开(公告)日：2007-06-07
申请号：JP2005365492
申请日：2005-11-21
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E03F1/00 , E03B3/03 , E03B11/14
CPC分类号： Y02A20/106 , Y02A20/108
摘要： PROBLEM TO BE SOLVED: To provide a block for easily constructing an underground reservoir space by beam/column blocks to reserve rainwater under the ground.
SOLUTION: A block 1 is formed by removing semi-cylindrical or semi-elliptical columnar curved-face columns from four vertical planes of a rectangular parallelepiped within such a dimensional range that a column part is left at the center part horizontally over the entire width. A column member 3 is formed at the center part. Beam members 2 are formed on the upper and lower surfaces in the diagonal directions. The block is molded with a concrete, a cast steel, or a plastic.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一个块，用于通过梁/柱块容易地构造地下储层空间，以在地下保留雨水。解决方案：块1通过在垂直于长方体的四个垂直平面内从长圆形平行六面体的四个垂直平面中移除半圆柱形或半椭圆柱形曲面柱而形成整个宽度柱构件3形成在中心部分。梁构件2沿对角线方向形成在上表面和下表面上。该块用混凝土，铸钢或塑料模制。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007032243A Basket-like space holder improving infiltrative drainage performance 审中-公开
标题翻译：篮球式空间持有人改善渗透排水性能
公开(公告)号：JP2007032243A
公开(公告)日：2007-02-08
申请号：JP2005240402
申请日：2005-07-26
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E03F1/00 , E03F5/04
摘要： PROBLEM TO BE SOLVED: To provide a basket-like space holder which shows improved performance in causing rainwater down flow along a side ditch or water channel to infiltrate into the underground.
SOLUTION: The basket-like space holder 11 is composed of almost rectangular partition walls 1 which have sides that match in shape to a side face of a side ditch 7 having openings 9 and which have openings 2 sufficiently wide enough to allow incoming water to flow through the openings 2 vertically, and a mesh side partition 3 which is connected integrally to the sides that are opposite to the sides matching in shape to the side face of the side ditch 7, to the bottom sides, and to the top out of two pairs or a plurality of sides of the partition wall 1. The basket-like space holders 11 are set between the side ditch 7 and infiltrative layers 10. Rainwater is allowed to flow smoothly into spaces created by the basket-like space holders 11, where the rainwater is pooled consecutively to fill the entire part of the spaces, so that the whole of the mesh side faces in contact with water permeating layers can be used as effective infiltrative faces to drain the infiltrating rainwater.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种篮状空间保持器，其显示出沿着侧沟或水道导致雨水向下流动的性能改善以渗入地下。解决方案：篮状空间保持器11由具有与具有开口9的侧沟7的侧面相符的侧面的几乎矩形的隔壁1构成，并且具有足够宽的足够宽度的入口水通过开口2垂直地流动，并且网侧分隔件3，其一体地连接到与侧沟7的侧面匹配的侧面相对的侧面，与底侧相对的侧面和顶部在分隔壁1的两对或多个侧面之间。篮状空间保持器11设置在侧沟7和渗透层10之间。允许雨水顺畅地流入由篮状空间保持器产生的空间如图11所示，连续地汇集雨水以填充空间的整个部分，使得与透水层接触的网状面全部可以用作有效的渗透面以排出渗透的雨水。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2005155298A Combination type underground reservoir 审中-公开
标题翻译：组合式地下储藏室
公开(公告)号：JP2005155298A
公开(公告)日：2005-06-16
申请号：JP2003435344
申请日：2003-11-25
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E03F1/00
摘要： PROBLEM TO BE SOLVED: To provide a combination type underground reservoir enabling the suppression of cost for constructing a facility and providing excellent economic effects for an underground type reservoir, and capable of eliminating the possibility of risk on a user when abrupt rain fall comes without obstructing the use of grounds and parks and impairing the value thereof as public fields by water accumulated for each small rain fall for an open type storage facility.
SOLUTION: An opening part enabling the overflow of more than inflow amount is formed in the top board part or the upper part of the side wall of the underground reservoir. The opening part is allowed to communicate with a recessed space. A screen for arresting refuse is installed at the opening part formed in the underground reservoir. A water channel bottom lower than the bottom face of the opening part formed in the underground reservoir and a water channel of such a structure that its wall on the recessed side is higher than the bottom face of the opening part is connected to the opening part of the underground reservoir.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种组合式地下水库，能够抑制建筑设施的成本，并为地下储层提供优异的经济效果，并且能够消除用户在突然下雨时的风险的可能性没有妨碍使用场地和公园，并将其作为公共场所的价值削弱为开放式存储设施的每个小雨的累积积水。解决方案：在地下储罐的侧壁的顶板部分或上部形成有能够溢出多于流入量的开口部。允许开口部分与凹进的空间连通。在地下蓄水池形成的开口部分安装有用于阻止垃圾的屏幕。形成在地下储存器中的开口部的底面以下的水槽底部，以及凹部侧的壁高于开口部的底面的这种结构的水通道与开口部的开口部连接地下水库。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2007162436A Earth retaining wall method by integration of almost l type retaining wall with curved surface and basic pile 审中-公开
标题翻译：用弯曲表面和基础层叠合ALMOST L型保持墙的地球保持墙方法
公开(公告)号：JP2007162436A
公开(公告)日：2007-06-28
申请号：JP2005380907
申请日：2005-12-09
申请人： Shiro Kimura , 志朗木村
发明人： KIMURA SHIRO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall which balances a rotating force in an overturning direction by earth pressure against a back surface or the like with an almost L type retaining wall body having a curved surface and allows the almost L type retaining wall body (ashika wall) to be integrated with a basic pile and transmits only a horizontal force to the basic pile.
SOLUTION: The rotating force in the overturning direction of the earth pressure applied to the back surface is interfered with an overturning prevention directional force caused by earth pressure applied to the back surface and the weight of banking at the back surface applied to the curved surface and a bottom plate by a pillow-shaped beam conforming to the curved surface of the almost L type retaining wall body having the curved surface and the basic pile embedded in the pillow-shaped beam, and only the horizontal force caused by the earth pressure is transmitted to the basic pile and the support ground. The length of the bottom plate of a wall body is shortened by the method and sliding since the horizontal force is resisted by the basic pile. Pillow-shaped beam concrete integrated with the basic pile is driven by using the inner surface of a curved part of the almost L type wall body as a form, so that a structure in which a precast wall body, the pillow-shaped beam, and the basic pile are integrated is constructed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种挡土墙，其通过接地压力使翻转方向的旋转力抵靠背面等与具有弯曲表面的几乎L型的保持壁体相平衡，并允许几乎L 类型的挡土墙体（ashika墙）与基础桩结合，仅向基础桩传递水平力。解决方案：施加到后表面的土压力的翻转方向的旋转力受到施加到后表面的土压力和施加到后表面的后表面的堤坝重量所产生的翻倒防止定向力的干扰弯曲表面和底板，该枕形梁符合几乎L型保持壁体的弯曲表面，该弯曲表面具有嵌入在枕形梁中的曲面和基本桩，并且仅由地球引起的水平力压力传递到基础桩和支撑地面。由于水平力被基础桩抵抗，壁体的底板的长度被方法和滑动缩短。与基础桩一体化的枕形梁混凝土是通过使用几乎L型壁体的弯曲部分的内表面作为形式来驱动的，从而将预制壁体，枕形梁和基础桩是综合的。版权所有（C）2007，JPO＆INPIT

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