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21. 发明专利

JP2003020652A Greening method for slope 有权
标题翻译：绿化方法
公开(公告)号：JP2003020652A
公开(公告)日：2003-01-24
申请号：JP2001209142
申请日：2001-07-10
申请人： Landes Co Ltd , Ohbayashi Corp , ランデス株式会社 , 株式会社大林組
发明人： SUGIMOTO HIDEO , KOIDA AKIO , OTSUKI TAKAYUKI
IPC分类号： A01C7/00 , E02B3/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To surely carry out greening in acidified soil on a slope.
SOLUTION: In this greening method for the slope, a drainage neutralization plate 1 is fixed to the slope 12 formed of the acidified soil 11 by means of a nail 41 serving as a fixing means (step 101). Then, drain collecting bodies 44 and 44 serving as drain collecting means are arranged respectively on the outside of the longitudinal diagonal upper edge and the outside of the diagonal lower edge of an arrangement area 42 for arranging the drainage neutralization plate 1 (step 102). After a lath 43 serving as a wire mesh body is put over the drainage neutralization plate 1, the lath is fixed to the slope 12 (step 103). A planting bed 13 is sprayed onto the drainage neutralization plate 1 by a thickness of several centimeters, for example (step 104).
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：在斜坡上酸化的土壤中肯定地进行绿化。解决方案：在这种斜坡的绿化方法中，排水中和板1通过用作固定装置的指甲41固定到由酸化土11形成的坡12上（步骤101）。然后，用作排水收集装置的排水收集体44和44分别布置在布置区域42的纵向对角上缘和对角下边缘的外侧，用于布置排水中和板1（步骤102）。在用作丝网体的板条43放置在排水中和板1上之后，将板条固定到斜坡12（步骤103）。例如，将种植床13喷洒到排水中和板1上几厘米的厚度（步骤104）。

22. 发明专利

JP2002161525A OVERHANGING BLOCK OF TOP WITH DAY-LIGHTING HOLE 失效
公开(公告)号：JP2002161525A
公开(公告)日：2002-06-04
申请号：JP2000358327
申请日：2000-11-24
申请人： LANDES CO LTD
发明人： OTSUKI TAKAYUKI , ODA KENJI , MATSUOKA SATOSHI
IPC分类号： E02B3/12 , E02B3/14
摘要： PROBLEM TO BE SOLVED: To form a vegetation zone in a water way and increase an effective use area on the water way to provide an overhanging water way block by which much more daylighting over the water way can be secured. SOLUTION: A substantially horizontal overhanging part 3 extending to the opening side of the water way is formed on the upper part of the rear face slab 2 erected from a block bottom slab 1 and a vegetation zone 4 is defined on the block bottom slab at the lower side of the overhanging part, in this block. The overhanging block of top with a daylighting hole is characterized by forming the daylighting hole 5 on the overhanging part 3. The vegetation zone 4 is constituted of the rear face slab 2, the block bottom slab 1, and a front face slab 7 having almost the same height with a river bed face and formed lower than the river bed face.

23. 发明专利

JP2014089082A Radiation shield lid for underground pit 审中-公开
标题翻译：用于地下坑的辐射防护罩
公开(公告)号：JP2014089082A
公开(公告)日：2014-05-15
申请号：JP2012238375
申请日：2012-10-29
申请人： Landes Co Ltd , ランデス株式会社
发明人： OTSUKI TAKAYUKI
IPC分类号： G21F9/36 , G21F3/00
摘要： PROBLEM TO BE SOLVED: To provide a radiation shield lid (hereinafter, referred to as a shield lid) for an underground pit which is easy to handle and readily detachable and attachable.SOLUTION: A shield lid 2 is used for an underground pit 1 of a radioactive waste 5 which is constituted of a recessed groove 11 for storing the radioactive waste 5 and a wall surface 12 for blocking both ends of the recessed groove 11. The shield lid 2 includes: a plate-like blocking part 21 for blocking an opening of the recessed groove 11; and a side surface 22 arranged on both ends of the blocking part. The side surface 22 is a surface which becomes an abutting face for the shield lids adjacent to each other when a plurality of shield lids 4 are laid so as to block the opening of the recessed groove 11. The problem is solved by a radioactive shield lid for the underground pit which is constituted by bowing or bending the side surface so as to become an uneven surface.
摘要翻译：要解决的问题：提供一种易于处理并易于拆卸和附接的地下坑的辐射屏蔽盖（以下称为屏蔽盖）。解决方案：屏蔽盖2用于地下坑1 放射性废物5由用于储存放射性废物5的凹槽11和用于阻挡凹槽11的两端的壁面12构成。屏蔽盖2包括：用于阻挡开口的板状阻挡部21 的凹槽11; 以及设置在阻挡部的两端的侧面22。侧表面22是当铺设多个屏蔽盖4以阻挡凹槽11的开口时，它们成为彼此相邻的屏蔽盖的邻接面的表面。问题是通过放射性屏蔽盖对于通过弯曲或弯曲侧表面而成为不平坦表面而构成的地下坑。

24. 发明专利

JP2013130027A Plank corrosion-proof block 有权
标题翻译： PLANK防腐块
公开(公告)号：JP2013130027A
公开(公告)日：2013-07-04
申请号：JP2011281278
申请日：2011-12-22
申请人： Landes Co Ltd , ランデス株式会社 , Daioh Shinyo Co Ltd , 大旺新洋株式会社
发明人： MORIKI HIROAKI
IPC分类号： E02D31/06 , E02B3/06 , E02D5/02
摘要： PROBLEM TO BE SOLVED: To make side slabs of neighboring plank corrosion-proof blocks flush with each other.SOLUTION: A plank corrosion-proof block 1 comprises a plate-like side slab 11 which falls perpendicularly, and a bottom slab 12 in a plane view shape along with a horizontal cross section of a plank. An edge part of the bottom slab 12 is provided along the plank according to a side surface of the plank, and concrete is installed in a space surrounded by the side slab 11, the bottom slab 12 and the plank to construct a bank protection wall. In the plank corrosion-proof block 1, a receiving hook 3 and a hanging hook 4 which are engaged only in a specific positional relation are paired. The receiving hooks 3 are allocated at a downstream side of an arrangement direction, and the hanging hooks 4 are allocated at an upstream side of the arrangement direction. At least vertical two or more pairs of receiving hooks 3 and hanging hooks 4 are provided along both side edges of the back of the side slab 11.
摘要翻译：要解决的问题：使相邻的板材防腐块的侧板彼此冲洗。解决方案：板材防腐块1包括垂直下落的板状侧板11和平板中的底板12 观察形状以及板条的水平横截面。底板12的边缘部分沿着板条设置，根据板材的侧面，混凝土被安装在由侧板坯11，底板12和板条围绕的空间中以构成堤岸保护壁。在板材防腐块1中，仅以特定位置关系接合的接收钩3和吊钩4成对。接收钩3分配在排列方向的下游侧，挂钩4分配在排列方向的上游侧。至少垂直的两个或更多对接收钩3和挂钩4沿着侧板11的后部的两个侧边缘设置。

25. 发明专利

JP2013023947A Overhang block and stopping lane formed by using the same 审中-公开
标题翻译：使用相同方式形成的超大块和停顿线
公开(公告)号：JP2013023947A
公开(公告)日：2013-02-04
申请号：JP2011160966
申请日：2011-07-22
申请人： Landes Co Ltd , ランデス株式会社
发明人： ONO SHUJI
IPC分类号： E01C11/22 , E01C5/08 , E01C9/00
摘要： PROBLEM TO BE SOLVED: To provide a stopping lane capable of protecting a root of a street tree planted on the roadway side of a sidewalk.SOLUTION: An overhang block includes a deck slab 11 which is buried directly beneath a roadway 2, a sidewalk-side vertical wall 12 which is erected on the sidewalk side of the deck slab 11, and a top slab 14 which overhangs toward a sidewalk 3 form the sidewalk-side vertical wall 12. The many overhang blocks 1, which have the deck slabs 11 buried directly beneath the roadway 2 and the top slabs 14 of which are orthogonal to the extension directions of the roadway 2 and the sidewalk 3, are installed, and the top slabs 14 of all the overhang blocks 1 are connected together to form a stopping lane 4 capable of protecting a root of a street tree.
摘要翻译：要解决的问题：提供能够保护在人行道道路侧种植的街道树的根部的停车道。解决方案：悬垂块包括直接埋在道路2下方的甲板板11，竖立在甲板板11的人行道侧上的人行道侧垂直壁12和顶板14，顶板14向人行道3形成人行道侧垂直壁12.多个突出块1具有直接埋在道路2下方的甲板板11，其顶板14与道路2的延伸方向和人行道正交 3，并且所有突出块1的顶板14连接在一起，形成能够保护街道树根部的停车道4。版权所有（C）2013，JPO＆INPIT

26. 发明专利

JP2011158400A Method and device for estimating concentration of sulfuric acid 有权
标题翻译：用于估计硫酸浓度的方法和装置
公开(公告)号：JP2011158400A
公开(公告)日：2011-08-18
申请号：JP2010021558
申请日：2010-02-02
申请人： Landes Co Ltd , Okayama Univ , ランデス株式会社 , 国立大学法人岡山大学
发明人： AYANO KATSUNORI , HOSOYA TAKE , FUJII TAKASHI
IPC分类号： G01N33/38 , G01N31/00
摘要： PROBLEM TO BE SOLVED: To provide a method and device for estimating the concentration of sulfuric acid suitable for grasping the concentration of sulfuric acid in the installation environment of concrete or mortar.
SOLUTION: Concrete or mortar is immersed in sulfuric acid with predetermined concentration to keep a correlation between the product of the concentration and immersion period of sulfuric acid and the erosion depth of concrete or mortar by sulfuric acid preliminarily grasped (step S1). The concrete or mortar grasped in the correlation is installed in environment to be estimated only for a predetermined period (step S2) to measure the erosion depth by sulfuric acid of this environment (step S3), so that the concentration of sulfuric acid of the environment to be estimated is estimated on the basis of the erosion depth, the predetermined period and the correlation (step S4).
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种在混凝土或砂浆的安装环境中估计适合于抓取硫酸浓度的硫酸浓度的方法和装置。
解决方案：将混凝土或砂浆浸入预定浓度的硫酸中，以保持硫酸浓度与浸渍时间的乘积与预先掌握的硫酸的混凝土或砂浆的侵蚀深度之间的相关性（步骤S1）。以相关性掌握的混凝土或砂浆安装在环境中，仅在预定时间段（步骤S2）进行估计，以测量该环境的硫酸的侵蚀深度（步骤S3），使得环境中的硫酸浓度基于侵蚀深度，预定期间和相关性来估计估计值（步骤S4）。版权所有（C）2011，JPO＆INPIT

27. 发明专利

JP2010229641A Heavy object installation method and device thereof 有权
标题翻译：重型物体安装方法及其装置
公开(公告)号：JP2010229641A
公开(公告)日：2010-10-14
申请号：JP2009075627
申请日：2009-03-26
申请人： Ando Corp , Geostr Corp , Landes Co Ltd , ジオスター株式会社 , ランデス株式会社 , 安藤建設株式会社
发明人： OTSUKI TAKAYUKI , ONO SHUJI , ODAKA TAKESHI
IPC分类号： E03F3/06
摘要： PROBLEM TO BE SOLVED: To provide a heavy object installation method and a device for providing a further simplified mechanism of the device and achieving better construction performance and economical performance than a conventional drawing construction method and coping with even construction of a sharply curved line. SOLUTION: This heavy object installation device is provided with a guide part 5 on a lower face side forward from a position of center of gravity of a base part of a block 1 and casters 6 attached to both sides in the direction of width of a rear end part. H-steel is buried in substantially the center in the direction of width of the block 1 by facing laterally on an upper face of foundation concrete 2 on which the block 1 is laid to form a groove-like rail 3 and to form a bearing 4 by arranging and dispersing steel balls 4a. A guide part 4 of the block 1 is supported by a bearing 4 part and is supported at three points together with two casters 6. The block 1 is drawn by a wire or the like and is horizontally drawn along the rail 3 in this state. Since it is enough with only one rail 3, this installation method is economical. Furthermore, since this device is horizontally drawn while it is supported at one point in the guide part 5 in the front and two points in the rear end part of the caster 6 positions, it is possible to construct the sharply curved line and a bending section smoothly. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种重物安装方法和装置，用于提供装置的进一步简化的机构，并且实现比传统的拉伸施工方法更好的施工性能和经济性能，并且应对平坦的弯曲的构造线。解决方案：这种重物安装装置在下面的一侧设置有从块1的基部的重心位置向前方的引导部5，并且沿着宽度方向两侧安装有脚轮6 的后端部。 H型钢通过在基础混凝土2的上表面上横向地面对块体1的宽度方向的大致中心被埋入，块1被放置在其上以形成槽状轨道3并形成轴承4 通过布置和分散钢球4a。块体1的引导部分4由轴承4部分支撑并与两个脚轮6一起被支撑在三个位置上。在该状态下，块体1被线或类似物牵引并且沿轨道3被水平地拉伸。由于只有一个导轨3就足够了，这种安装方法是经济的。此外，由于该装置在前方的引导部5的一个位置被支撑并且在脚轮6的后端部的两个位置被支撑在水平方向上，所以可以构成锐曲线和弯曲部顺利。版权所有（C）2011，JPO＆INPIT

28. 发明专利

JP2010149348A Method of making concrete and system of making concrete 有权
标题翻译：制造混凝土的方法和制造混凝土的系统
公开(公告)号：JP2010149348A
公开(公告)日：2010-07-08
申请号：JP2008328909
申请日：2008-12-25
申请人： Chiyoda Machinery:Kk , Tetsuro Kasai , Landes Co Ltd , Eiichi Tazawa , ランデス株式会社 , 株式会社チヨダマシナリー , 榮一田澤 , 哲郎笠井
发明人： TAZAWA EIICHI , KASAI TETSURO , KITAHARA TETSUGORO , OTSUKI TAKAYUKI
IPC分类号： B28C7/12 , B28C7/02 , B28C9/00
CPC分类号： B28C5/003
摘要： PROBLEM TO BE SOLVED: To provide a method of making concrete which has a high strength, causes less bleeding, does away with pre-curing and decreases a steam curing time, and to provide a system of making concrete and a pre-cast concrete. SOLUTION: In the first mixing step of the method of making the concrete, after the measured cement is put in a cement paste-making mixer, a predetermined amount of water and a predetermined amount of a water reducing agent are gradually put in via a water amount adjustment valve while the mixture is mixed. In the second mixing process, a predetermined amount of water and a predetermined amount of the water reducing agent are put in the cement paste produced by the first mixing process at the same time followed by mixing. In the third mixing process, there are put in a final kneading mixer the cement paste obtained by uniformly mixing the desired water, the water reducing agent and the cement in the second process, a predetermined coarse aggregate and a predetermined fine aggregate both suitable for an application followed by mixing. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种制造具有高强度的混凝土的方法，导致较少的渗出，消除预固化并减少蒸汽固化时间，并且提供制备混凝土和预制件的系统，浇筑混凝土。解决方案：在制造混凝土的方法的第一混合步骤中，将测量的水泥放入水泥糊制造混合器中之后，将预定量的水和预定量的减水剂逐渐放入混合时通过水量调节阀。在第二混合过程中，将预定量的水和预定量的减水剂同时放入通过第一混合过程生产的水泥浆中，然后混合。在第三混合过程中，将最终捏合混合机中的第二工序中均匀混合所需水，减水剂和水泥得到的水泥糊，预定的粗骨料和规定的细骨料，均适用于应用后进行混合。版权所有（C）2010，JPO＆INPIT

29. 发明专利

JP2010106630A Reinforcement arrangement structure at corner part in hollow tower-like structure 有权
标题翻译：中空塔式结构的角部结构加固布置结构
公开(公告)号：JP2010106630A
公开(公告)日：2010-05-13
申请号：JP2008281899
申请日：2008-10-31
申请人： Fujita Corp , Landes Co Ltd , Toei Concrete Industrial Co Ltd , ランデス株式会社 , 東栄コンクリート工業株式会社 , 株式会社フジタ
发明人： HIRANO KATSUSATO , SASAYA TERUMASA , OTSUKI TAKAYUKI , KOMORI YOSHIAKI , MATSUOKA SATOSHI , KANEHIRA TOSHIRO , NITTA HIROYUKI , NITTA AKIHIKO , FUNAYAMA TOSHIO
IPC分类号： E01D19/02 , E04B1/16
摘要： PROBLEM TO BE SOLVED: To reduce the number of components necessary for anchoring a shear reinforcement in a hollow tower-like concrete structure such as a bridge pier or the like so as to reduce construction cost.
SOLUTION: Ends of the inner shear reinforcement 21 which are embedded in the inner periphery of the hollow tower-like structure 1 and extended from the inner periphery to the outer periphery at the corner 1A of the hollow tower-like structure 1 are positioned at the inner side from the outer shear reinforcement 11 embedded in the outer periphery of the hollow tower-like structure 1, and provided with anchoring means 21b, 24a to concrete 40. Thus, a joint fitting such as a short reinforcement or the like is required for anchoring the end of the inner shear reinforcement 21 to the outer shear reinforcement 11 while a joint for connecting the end of the inner shear reinforcement 21 to the joint fitting is not needed.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了减少在诸如桥墩等的中空塔式混凝土结构中锚固剪切增强件所需的部件的数量，以便降低施工成本。解决方案：嵌入中空塔状结构1的内周并从中空塔状结构1的角部1A的内周延伸到外周的内部剪切加强件21的端部是位于从嵌入在中空塔状结构体1的外周的外部剪切增强件11的内侧，并且向混凝土40设置有锚固装置21b，24a。因此，诸如短加强件等的接头配件是需要用于将内部剪切增强件21的端部锚定到外部剪切增强件11上，而不需要用于将内部剪切加强件21的端部连接到接头配件的接头。版权所有（C）2010，JPO＆INPIT

30. 发明专利

JP2005350861A Earth retaining bag and construction method of earth retaining wall 有权
标题翻译：地球保持袋和地球保持墙的构造方法
公开(公告)号：JP2005350861A
公开(公告)日：2005-12-22
申请号：JP2004169501
申请日：2004-06-08
申请人： Landes Co Ltd , ランデス株式会社
发明人： OTSUKI TAKAYUKI , NOMURA SHUJI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining bag having excellent workability operability and workability and allowing the formation of a walkable passage for persons and small animals on the front face side of a retaining wall. SOLUTION: Each of earth retaining bags B filled with filling material 30 and piled up for use is composed of a bag bottom part 10 and an approximately cylindrical bag body part 20 continuous to the bag bottom part 10. The bag bottom part 10 is formed of a rigid plate, and the bag body part 20 is formed of a flexible and water permeable sheet material. At this time, it is preferable that the side 21 close to the bag bottom part 10, out of the bag body part 20 is formed of a sheet material S 1 and that the side 22 far from the bag bottom part 10 is formed of another sheet material S 2 to form the boundary between the sheet material S 1 and sheet material S 2 . A mark for the changeover of the infilling material 30 is preferably put between S 1 and S 2 . COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有优异的可加工性操作性和可加工性的挡土保持袋，并且允许在挡土墙的正面侧上形成人和小动物的可步行通道。解决方案：填充有填充材料30并堆积使用的每个保持袋B由袋底部10和与袋底部10连续的大致圆筒形的袋体部20组成。袋底部10 由刚性板形成，袋主体部20由挠性且透水性的片材形成。此时，优选的是，从袋体部20靠近袋底部10的侧面21由片材S＆lt; SB＆gt; 1＆gt;形成，并且远离袋的侧面22 底部10由另一个片材S 2 形成，以形成片材S 1 和片材S 2 之间的边界。填充材料30的切换标记优选在S 1 和S 2 之间。版权所有（C）2006，JPO＆NCIPI

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