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

JP2013177747A Covering block 审中-公开
标题翻译：覆盖块
公开(公告)号：JP2013177747A
公开(公告)日：2013-09-09
申请号：JP2012041336
申请日：2012-02-28
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , TOKUNAGA MASAYUKI , IIBOSHI TOMIHIRO
IPC分类号： E02B3/14
CPC分类号： Y02A10/17
摘要： PROBLEM TO BE SOLVED: To provide a covering block which allows an opening for reducing uplift pressure energy to be easily formed, capable of being stably installed on an underwater stone mound with improved effect of reducing uplift pressure energy.SOLUTION: A covering block 10 for covering the surface of an underwater stone mound constructed from stones includes a block body 11 having a square shape in plan view, which covers over an underwater stone mound. The block body 11 has one opening 14 passing through from the top face to the bottom face, having a character shape or symbol shape such as an approximately H, cross, X, C, E, K, M, N, S, T, U, V, W, Y, swastika, or asterisk shape in plan view.
摘要翻译：要解决的问题：提供一种能够容易地形成能够提高压力能量的开口的覆盖块，能够稳定地安装在水下的石墩上，同时具有降低升高压力能量的效果。解决方案：一种用于覆盖由石头构成的水下石墩的表面包括覆盖在水下石墩上的平面图中的正方形的块体11。块体11具有从顶面到底面的一个开口14，具有大致H，交叉，X，C，E，K，M，N，S，T等字符形状或符号形状， U，V，W，Y，十字形或星号形状。

2. 发明专利

JP2011236606A Drainage structure and catchment block in well method for levee reinforcement 有权
标题翻译：排水结构和收集块用于LEVEE加固的方法
公开(公告)号：JP2011236606A
公开(公告)日：2011-11-24
申请号：JP2010107922
申请日：2010-05-10
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , YAMAMURA AKIRA
IPC分类号： E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide a drainage structure in a well method for levee reinforcement that allows for effective continuous removal of water penetrated in a levee body.SOLUTION: The drainage structure in a well method for levee reinforcement has a catchment block 16a with a water conduction hole 22 located on an external wall that is buried in a foundation ground 12 of a levee body 10 and collects and discharges the water penetrated in a levee body 10 that enters in a catchment block 16a through the water conduction hole 22. The catchment block 16a has a prismatic shape with a cavity and a height shorter than length and consists of an engaging recess 23 on one side and an engaging protrusion 24 on the other side that can be inserted to and engaged with the engaging recess 23. Multiple catchment blocks 16a are connected and arranged in a line in a slot 20 that is dug at certain depth along the levee body 10 on the foundation ground 12 of the levee body 10. A discharge wall 17 is formed by inserting to and engaging the engaging protrusion 24 with the engaging recess 23 on the line of the catchment blocks and stacking up a line of other catchment blocks.
摘要翻译：要解决的问题：提供一种用于堤坝加固的井方法中的排水结构，其允许有效连续地移除穿入堤坝体中的水。解决方案：用于堤坝加固的井方法中的排水结构具有集水块16a，其具有位于外壁上的导水孔22，其被埋在堤体10的基础地面12中并且收集和排出水穿过通过导水孔22进入集水块16a的堤体10中。集水块16a具有棱形形状，其空腔和高度比长度短，并且包括一侧的接合凹部23和接合部另一侧的突起24可以插入接合凹部23并与其接合。多个集水块16a以一条线连接并布置在槽20中，槽20在基础地面12上沿着堤体10在某一深度被挖出排水壁17通过将接合突起24与接合块的线上的接合凹部23插入并接合而形成，并且堆叠一排其它集水布中正。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011017143A Connection construction method for massive stone 有权
标题翻译：大型石材连接施工方法
公开(公告)号：JP2011017143A
公开(公告)日：2011-01-27
申请号：JP2009160997
申请日：2009-07-07
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , TOKUNAGA MASAYUKI , NISHIMURA HIROICHI , MATSUSHITA HIROSHI
IPC分类号： E02B3/14
CPC分类号： Y02A10/17
摘要： PROBLEM TO BE SOLVED: To provide a connection construction method which connects massive stones each other, free from rusting, and secures a natural landscape and safety over a long period.SOLUTION: This connection construction method for the massive stones is a method of connecting each other the massive stones 11, 11 such as natural stones and concrete blocks, and includes a fibrous rope 12 formed of resinifiable thermally fused fiber, and rope attaching holes 13 drilled respectively in the massive stones 11, 11, one end 12a of the rope 12 after resinified is inserted respectively into the rope attaching holes 13 of the corresponding massive stones 11, an adhesive is injected into the rope attaching holes 13, and the adhesive 14 is impregnated into the rope end 12a, to connection-integrate the rope one end 12a with the massive stones 11, by curing the adhesive 14, in the connection construction method for the massive stones.
摘要翻译：要解决的问题：提供一种将大块石头相互连接，无生锈，长时间保护自然景观和安全的连接施工方法。解决方案：大型石块的连接施工方法是连接各种其他大块石头11,11如天然石块和混凝土块，并且包括由可树脂的热熔纤维形成的纤维绳12和分别钻在大块石头11,11中的绳索安装孔13，绳索12的一个端部12a 树脂化后分别插入对应的块状石11的绳索安装孔13中，将粘合剂注入到绳索安装孔13中，并将粘合剂14浸渍到绳索端部12a中，以将绳索一端12a 用大块石头11，通过固化粘合剂14，在大块石头的连接施工方法中。

4. 发明专利

JP2011017142A Connection construction method for massive stone 有权
标题翻译：大型石材连接施工方法
公开(公告)号：JP2011017142A
公开(公告)日：2011-01-27
申请号：JP2009160994
申请日：2009-07-07
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , TOKUNAGA MASAYUKI , NISHIMURA HIROICHI , MATSUSHITA HIROSHI
IPC分类号： E02B3/14
CPC分类号： Y02A10/17
摘要： PROBLEM TO BE SOLVED: To provide a connection construction method for a massive stone, which secures a natural landscape and safety over a long period.SOLUTION: This connection construction method for the massive stone is a method for connecting each other the massive stones such as natural stones and concrete blocks, and includes a nonmetallic fibrous rope 12, and a woven cloth 13 attached with the rope 12 penetratedly through an obverse and a reverse. One end of the rope 12 is relaxed, a relaxed portion 14a is expanded uniformly over about 360°, to be abutting-arranged on a surface of the massive stone 11 in one side, and to abutting-arrange the woven cloth 13, while covering the outside of the relaxed and expanded portion 14a, on the surface of the massive stone 11 in the one side, an adhesive 17 is impregnated from the outer surface side of the woven cloth 13 into the woven cloth 13 and the end 14a of the rope 12, to connection-integrate the one end 14a of the rope 12, the woven cloth 13 and the massive stone 11, by curing the adhesive 17, and further the other end 14a of the rope 12 is connection-integrated with the other massive stone, by the same manner.
摘要翻译：要解决的问题：为大规模石材提供连接施工方法，长期保护自然景观和安全。解决方案：这种大型石材的连接施工方法是将大块石头相互连接的方法，如天然石材和混凝土块，并且包括非金属纤维绳12和附接有绳索12的正面和反向的织布13。绳索12的一端松弛，松弛部分14a在大约360度均匀地膨胀，以便一块一块地邻接在大块石11的表面上，同时覆盖编织布13。在松散扩张部分14a的外侧，在一侧的大块石11的表面上，将粘合剂17从编织布13的外表面侧浸渍到织布13中，绳索的端部14a 如图12所示，通过固化粘合剂17将绳索12，编织布13和块状石11的一端14a连接成一体，并且绳索12的另一端14a与另一块大块石头连接成一体，以同样的方式。

5. 发明专利

JP2010137382A Method of producing concrete block for civil engineering structure and concrete block for civil engineering structure 有权
标题翻译：民用工程结构混凝土块生产方法及民用工程结构混凝土块
公开(公告)号：JP2010137382A
公开(公告)日：2010-06-24
申请号：JP2008313782
申请日：2008-12-09
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , SHIMIZU ISAMU
IPC分类号： B28B11/06 , B28B11/10 , B28B23/00 , E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a method of producing concrete block for civil engineering structure by which stylization to arrange natural stones is established to secure the quality and working efficiency is improved to reduce the working time, and to provide the concrete block for civil engineering structure. SOLUTION: In the method of producing the concrete block for civil engineering structure by integrating a plurality of the natural stones S filled into a form work 1 with the concrete 25 placed in the form work 1, a stamp 8 having a preliminarily fixed designed shape is pressed to form a recessed part 10 on the upper surface of the concrete 25 and the natural stones S are filled in the recessed part 10 to integrate with the concrete 25 when the concrete 25 placed in the form work 1 is semi-hardened state. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种生产用于土木工程结构的混凝土块的方法，其中建立了用于布置天然石的程式化以确保质量和工作效率得到改善以减少工作时间，并提供混凝土块用于土木工程结构。解决方案：在通过将填充到工件1中的多个天然石材S与形成工件1的混凝土25相结合来制造土木工程结构的混凝土块的方法中，具有预先固定的压模8 压制设计的形状以在混凝土25的上表面上形成凹部10，并且当放置在工件1中的混凝土25半硬化时，天然石S填充在凹部10中以与混凝土25一体化州。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2009249994A Wave-dissipating concrete block and wave-dissipating concrete block construction method 有权
标题翻译：波浪混凝土块和波浪混凝土块结构方法
公开(公告)号：JP2009249994A
公开(公告)日：2009-10-29
申请号：JP2008102886
申请日：2008-04-10
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , TOKUNAGA MASAYUKI , MATSUSHITA HIROSHI
IPC分类号： E02B3/14
摘要： PROBLEM TO BE SOLVED: To increase engagement force of a support concrete block and a wave-dissipating concrete block, so as to improve stability and wave-dissipating property of the wave-dissipating concrete block.
SOLUTION: On one end and another end respectively of an outer periphery of a body portion 11, the wave-dissipating concrete block 10 has three legs 12, 13, 14 and 15, 16, 17 projected at an angle of 120° to each other in the shaft direction of the body portion 11. The legs 12, 13, 14 of the one end are arranged so that their phases are displaced to the legs 15, 16, 17 of the other end at an angle of 60°. Accordingly, the engagement force (restraint force) of the wave-dissipating concrete block 10 and the support concrete block 18 is increased.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：增加支撑混凝土块和消散混凝土块的接合力，以提高消声混凝土块的稳定性和波浪消散性能。解决方案：波浪散发混凝土块10分别在主体部11的外周的一端和另一端具有以120°的角度突出的三个腿12,13,14和15,16,17 在主体部11的轴方向上彼此相对。一端的腿部12,13,14被布置成使得它们的相位以60°的角度位移到另一端的腿部15,16,17 。因此，波浪消散混凝土块10和支撑混凝土块18的接合力（约束力）增加。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2013076263A Bank protection overflow scour suppression method 审中-公开
标题翻译：银行保护超流量抑制方法
公开(公告)号：JP2013076263A
公开(公告)日：2013-04-25
申请号：JP2011216766
申请日：2011-09-30
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , YAMAMURA AKIRA
IPC分类号： E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a bank protection overflow scour suppression method with which, even if laid in the sea or in the soil, the strength can be prevented from being reduced by the rust and even if the shape of an installation spot is not flat, it is possible to easily deal with such a spot.SOLUTION: According to the bank protection overflow scour suppression method, the periphery of a bank land-side slope toe part 13 is suppressed from being scoured by a water flow/water pressure over a bank protection. When molding a block on a worksite, a flexible rope 18 is inserted over neighboring concrete blocks 17, 17, the neighboring concrete blocks 17, 17 are connected with each other by the rope 18 in order and laid around the slope toe part 13.
摘要翻译：要解决的问题：提供一种银行保护溢出冲刷抑制方法，即使放置在海上或土壤中也能够防止由于生锈而减少强度，即使安装的形状现货不平，可以轻松处理这样一个地方。解决方案：根据银行保护溢流冲刷抑制方法，通过银行保护的水流/水压来抑制堤岸边坡脚趾部13的外围被冲刷。当在工地上模制块体时，柔性绳索18被插入相邻的混凝土块17,17上，相邻的混凝土块17,17依次由绳索18彼此连接并围绕斜坡脚趾部分13。 P>版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2011234647A Construction method for repairing environment of artificial seashore constituted by upright structure 有权
标题翻译：用直立结构修复人造海水环境的施工方法
公开(公告)号：JP2011234647A
公开(公告)日：2011-11-24
申请号：JP2010107380
申请日：2010-05-07
申请人： Nikken Kogaku Co Ltd , Unitika Ltd , Univ Of Tokushima , ユニチカ株式会社 , 国立大学法人徳島大学 , 日建工学株式会社
发明人： KOZUKI YASUNORI , YAMANAKA RYOICHI , YUKIMOTO TAKUO , KANEKO SEISUKE , NISHIMURA HIROICHI , HAZAMA REIICHI , MORIGUCHI YOSHIFUMI
IPC分类号： A01G33/00 , A01K61/00 , D04B21/16 , D04H1/54 , D04H5/08
CPC分类号： Y02A40/81 , Y02A40/83
摘要： PROBLEM TO BE SOLVED: To provide a construction method for repairing environmental destruction of an artificial seashore constituted by an upright structure, by using a fiber sheet hardly disappearing even when fix laying on the vertical plane of an upright structure.SOLUTION: This construction method includes fixing a fiber sheet to the vertical plane of an upright structure constituting an artificial seashore. The fiber sheet comprises a net fabric 1 and monofilament groups 2, 2, 2, ..., and the net fabric 1 comprises a net yarn 3 formed by chain stitching monofilaments of ≥100 decitex denier. The monofilament groups 2, 2, 2, ... are interknitted into the net yarn 3 and extend to one side from one surface of the net fabric 1. The monofilament 2 has a denier thicker than the monofilament comprising the net yarn 3. The net fabric 1 of the fiber sheet is fixed along the vertical plane of the upright structure.
摘要翻译：要解决的问题：提供一种用于修复由直立结构构成的人造海滨的环境破坏的施工方法，即使使用即使在直立结构的垂直平面上固定时也几乎不消失的纤维板。解决方案：该构造方法包括将纤维片固定在构成人造海滨的直立结构体的垂直平面上。纤维片包括网织物1和单丝组2,2,2，...，网织物1包括通过链式缝合≥100分特旦尼尔的单丝形成的网纱3。单纱组2,2,2，...相互啮合到网纱3中，并从网织物1的一个表面延伸到一侧。单丝2的旦尼尔比包含网纱3的单丝更厚。纤维片的网织物1沿直立结构的垂直平面固定。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2008038516A Stairway-type gently sloping revetment bank and execution method therefor 有权
标题翻译：台湾式倾斜银行及其执行方式
公开(公告)号：JP2008038516A
公开(公告)日：2008-02-21
申请号：JP2006216275
申请日：2006-08-08
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , YAMAMURA AKIRA
IPC分类号： E02B3/14 , E01F9/04
摘要： PROBLEM TO BE SOLVED: To prevent a walker from entering into a dangerous part where algae is attached, so as to assure safety without impairing scenery. SOLUTION: The gently sloping revetment bank 2, wherein a plurality of revetment blocks 1 are constructed in the form of stairs, is divided into a dangerous part R1, which is slippery and easy to get hurt, and a path R2 for walking. Fake rocks 4 of a predetermined height for landscape molding are integrally and permanently fixed on the border line or on the revetment blocks 1 corresponding to the dangerous part R1 where necessary, while, if desired, a lighting device 12 of a solar-power generation type is installed on the landscape-molding fake rocks 4 or the like, so that walkers may not enter into the dangerous part R1. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了防止步行者进入附着藻类的危险部位，以确保安全性而不损害风景。解决方案：其中多个护岸块1以楼梯的形式构成的缓坡式护岸堤2被划分为滑溜和容易受伤的危险部分R1和行走路径R2 。用于风景模制的预定高度的假岩4在必要时被整体永久地固定在边界线或对应于危险部分R1的护岸块1上，而如果需要的话，太阳能发电型照明装置12 安装在景观造型假岩4等上，使步行者不得进入危险部位R1。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2013013357A Block for fishing bank and artificial fishing bank 审中-公开
标题翻译：渔业银行和人造渔船银行
公开(公告)号：JP2013013357A
公开(公告)日：2013-01-24
申请号：JP2011147717
申请日：2011-07-01
申请人： Nikken Kogaku Co Ltd , 日建工学株式会社
发明人： YUKIMOTO TAKUO , NAKANISHI KEI , NISHIMURA HIROICHI , FUKUDA KANEYUKI , SHIMIZU RIKA
IPC分类号： A01K61/00
CPC分类号： Y02A40/81 , Y02A40/834 , Y02A40/84
摘要： PROBLEM TO BE SOLVED: To provide a block for a fishing bank configured to easily form an artificial fishing bank having a favorable holes and gaps for fishes of mainly fry and young fishes to inhabit and spaces suitable for fishes with a big fish body to inhibit, and to provide the artificial fishing bank.SOLUTION: The blocks for a fish bank formed as a rod-shaped body with an appropriate length and forming a cubical artificial fishing bank by being piled upward in order in a state of being laid is configured to have a substantially trapezoidal cross section wherein upper bottoms 11 and lower bottoms 12 are in parallel.

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