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1. 发明专利

JP2009084973A Heat insulated culvert member 审中-公开
标题翻译：热绝缘罐头会员
公开(公告)号：JP2009084973A
公开(公告)日：2009-04-23
申请号：JP2007259516
申请日：2007-10-03
申请人： Mabuchi Kensetsu Co Ltd , Santoppu Engineer Kk , Tokyu Construction Co Ltd , サントップエンジニア株式会社 , 東急建設株式会社 , 馬淵建設株式会社
发明人： OKAMOTO MASAHIRO , UENO SHUICHI , MAEDA YOSHIMASA , MURAMATSU EIJIRO , SUZUKI EIICHIRO , YAMAGUCHI TOSHIAKI
IPC分类号： E02D31/02 , E02D29/00
摘要： PROBLEM TO BE SOLVED: To provide a heat insulated culvert member which prevents underground water from intruding indoors through a skeleton since the contact of underground discharge with a skeleton is avoided when installed on the skeleton side of an underground structure and which has a heat insulating function.
SOLUTION: This heat insulated culvert member 1 comprises a core 2 having a sheet cross section in which hollow recesses 2a and hollow projections 2b are alternately continuous to each other, a water permeable sheet 3 disposed on one side of the core 2, and a water cutting-off foam sheet 4 disposed on the other side of the core 2. The water permeable sheet 3 and the water cut-off foam sheet 4 are formed in a bag. The core 2 is housed in the bag. The width of the water cut-off foam sheet 4 is larger than the width of the water permeable sheet 3. The end of the water cut-off foam sheet 4 is so positioned as to further extend than the end of the water permeable sheet 3. Also, a plate member 8 having a large number of holes is disposed between the water permeable sheet 3 and the core 2.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种隔热涵洞构件，其防止地下水通过骨架侵入室内，因为当安装在地下结构的骨架侧时避免了地下排放与骨架的接触，并且具有绝热功能。解决方案：该隔热涵洞构件1包括具有片状横截面的芯2，空心凹部2a和中空突起2b彼此交替连续，设置在芯2一侧的透水片3，以及设置在芯体2的另一侧的防水泡沫片4.透水片3和截水发泡片4形成在袋子中。芯2容纳在袋中。截水泡沫片材4的宽度大于透水片材3的宽度。截水泡沫片材4的端部被定位成比透水性片材3的端部进一步延伸另外，在透水性片3和芯2之间设置有多孔数量的板状构件8.（C）2009，JPO＆INPIT

2. 发明专利

JP2009209571A Water guide material, and water guide material setting method 审中-公开
标题翻译：水指导材料和水指导材料设置方法
公开(公告)号：JP2009209571A
公开(公告)日：2009-09-17
申请号：JP2008052940
申请日：2008-03-04
申请人： Santoppu Engineer Kk , Tokyu Construction Co Ltd , サントップエンジニア株式会社 , 東急建設株式会社
发明人： OKUDA MITSUAKI , OKAMOTO MASAHIRO , MURAMATSU EIJIRO
IPC分类号： E02D3/10 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a water guide material which achieves improved workability, alleviation of environmental load, and reduction of material costs, is excellent in construction costs and shortening of a construction period, and functions to guide and discharge collected water in soil.
SOLUTION: The water guide material 1 functions to guide and discharge the collected water in the soil, and it is formed of a plurality of plate-like water guide materials 4 each set up by storing a core 2 having a plurality of hollow bumps formed thereon, in a bag body 3 having water permeability imparted at least to a part of the same. Herein the plate-like water guide materials 4 are connected together by bendably connecting both single-side ends 3a of the bag bodies 3 together so as to radially extend from one location. Then both the plate-like water guide materials 4 are superposed on each other, and pinch a draining material for collecting water when set in the soil, between the same. Then the water guide material is set on an objective draining ground surface, or it is horizontally set on a platform cut portion of the objective draining ground surface before banking, and the draining material 40 for collecting water is pinched into the water guide material and connected to the same.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供实现改善的可操作性，减轻环境负荷和降低材料成本的导水材料，具有优异的施工成本和施工周期的缩短，并且用于引导和排出收集的水在土壤中解决方案：引导材料1用于引导和排出土壤中的收集的水，并且其由多个板状导水材料4形成，每个通过存储具有多个中空的芯2 在具有至少赋予其一部分的透水性的袋体3中形成有凸起。这里，板状水引导材料4通过将袋体3的单侧端部3a可弯曲地连接在一起而从一个位置径向延伸而连接在一起。然后，将这两个板状的导水材料4叠置在一起，并且在设置在土壤中时夹住用于收集水的排水材料。然后将导水材料设置在目标排水地面上，或者将其水平设置在物料排出地表面的平台切割部分之前，并且用于收集水的排出材料40被夹入导水材料并连接同样的版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009097245A Drainage material and connection tool 审中-公开
标题翻译：排水材料和连接工具
公开(公告)号：JP2009097245A
公开(公告)日：2009-05-07
申请号：JP2007270460
申请日：2007-10-17
申请人： Santoppu Engineer Kk , Tokyu Construction Co Ltd , サントップエンジニア株式会社 , 東急建設株式会社
发明人： OKAMOTO MASAHIRO , OKUDA MITSUAKI , MURAMATSU EIJIRO
IPC分类号： E02D3/10 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a drainage material which can be easily adjusted in drain capability and is handled easily. SOLUTION: The drainage member includes a plurality of irregular sheets 3 and 3 having a plurality of hollow projections 31, a plastic sheet 4 which is interposed between the irregular sheets 3 and 3 and is not glued to at least one of the irregular sheets 3 and 3, and a cylindrical body 2 which houses the irregular sheets 3 and 3 and the plastic sheet 4 and has a partial water permeability. A plurality of water-passing holes 41 are formed on the plastic sheet 4. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供可以容易地调节排水能力并易于处理的排水材料。解决方案：排水构件包括多个具有多个中空突起31的不规则片3和3，塑料片4介于不规则片3和3之间，并且不胶合到至少一个不规则片片材3和3以及容纳不规则片材3和3以及塑料片材4并具有部分透水性的圆柱体2。多个通水孔41形成在塑料片4上。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2003342931A Sandbag production device 审中-公开
标题翻译：沙滩生产设备
公开(公告)号：JP2003342931A
公开(公告)日：2003-12-03
申请号：JP2002155943
申请日：2002-05-29
申请人： Santoppu Engineer Kk , Tokyu Constr Co Ltd , サントップエンジニア株式会社 , 東急建設株式会社
发明人： SUZUKI HAJIME , MURAMATSU EIJIRO , YAI HIROYUKI
IPC分类号： E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide a sandbag production device capable of easily filling a long-sized sandbag with fillers by simple facilities.
SOLUTION: In the sandbag production device 1 manufacturing a plurality of the long-sized sandbags, the production device is composed of a frame 3, on which a plurality of sandbags 2 are installed, and a traveling type hopper 4 mounted on the frame, and a plurality of the sandbags are filled with the fillers 6 by a traveling on the frame of the hopper. In the above-mentioned sandbag production device, the sandbags can be mounted on casings 5 tapered towards lower sections from upper sections in the casings 5 secured to the frame.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够通过简单的设备容易地用填料填充长型沙袋的沙袋生产装置。解决方案：在制造多个长沙袋的沙袋生产装置1中，生产装置由安装有多个沙袋2的框架3和安装在其上的行进式料斗4组成框架，并且多个沙袋通过在料斗的框架上行进而填充有填料6。在上述沙袋生产装置中，沙袋可以安装在从固定在框架上的壳体5中的上部分朝向下部分逐渐变细的壳体5上。版权所有（C）2004，JPO

5. 发明专利

JP2013014897A Casing for drain material placement 有权
标题翻译：铸造排水材料放置
公开(公告)号：JP2013014897A
公开(公告)日：2013-01-24
申请号：JP2011147165
申请日：2011-07-01
申请人： Santoppu Engineer Kk , サントップエンジニア株式会社 , Hidetaka Akagane , 秀孝赤金 , Hiroyuki Yai , 裕幸屋井
发明人： MURAMATSU EIJIRO , AKAGANE HIDETAKA , YAI HIROYUKI
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a casing for drain material placement that enables a drain material to be maintained in a radial shape and placed efficiently.SOLUTION: Provided is a casing for drain material placement 3 into which a drain material 1 with a cross-shaped section is inserted and which is placed underground. The casing includes a cross-shaped cylindrical body 30 having a cross-shaped section and opened on the upper and lower sides, and reinforcing plate bodies 40 fixed at four corners of the cross-shaped cylindrical body 30 along the axial direction. The drain material 1 with a cross-shaped section is inserted into the cross-shaped cylindrical body 30 to be placed underground.
摘要翻译：要解决的问题：提供一种能够使排水材料保持在径向形状并有效放置的排水材料放置的壳体。解决方案：提供一种用于排水材料放置3的壳体，其中插入具有十字形截面的排水材料1并放置在地下。壳体包括具有十字形截面且在上侧和下侧开口的十字形圆柱体30，以及沿着轴向固定在十字形圆柱体30的四个角的加强板体40。具有十字形截面的排水材料1插入十字形圆柱体30中以放置在地下。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2014034770A Cover filter, and pipe connection method for underground water storage facility 审中-公开
标题翻译：过滤器和管道连接方法用于地下水储存设施
公开(公告)号：JP2014034770A
公开(公告)日：2014-02-24
申请号：JP2012175257
申请日：2012-08-07
申请人： Association For Rainwater Storage & Infiltration Technology , 公益社団法人雨水貯留浸透技術協会 , Santoppu Engineer Kk , サントップエンジニア株式会社
发明人： YAI HIROYUKI , MURAMATSU EIJIRO
IPC分类号： E03B3/02 , E03B11/14 , E03F1/00 , F16L5/02
CPC分类号： Y02A20/108
摘要： PROBLEM TO BE SOLVED: To provide a cover filter which prevents water from leaking from a pipe connection part of an underground water storage facility where rain water and the like is stored or impregnated and prevents sediment from flowing into the inside of the facility, and a connection method using the cover filter.SOLUTION: A cover filter 10 covers a pipe connection part of a pipe 100 for flowing rain water and the like into or from an underground water storage facility 200 where rain water and the like is stored or impregnated and the underground water storage facility 200. The cover filter 10 has an adhesion part 11 adhered to the pipe connection part and a collar part 12 into which the pipe 100 is inserted. The cover filter 10 is inserted into and mounted to the pipe 100, the adhesion part 11 of the cover filter 10 is adhered to the pipe connection part where a connection hole 201 is formed, and the collar part 12 and an end part of the pipe 100 are bound together.
摘要翻译：要解决的问题：提供一种防止水从储存或浸渍了雨水等的地下储水设施的管连接部分漏出的防尘滤网，防止沉淀物流入设施内部，使用盖过滤器的连接方法。解决方案：盖过滤器10覆盖管道100的管连接部分，用于将雨水等流入或从地下储水设施200中排出，雨水等被储存或浸渍，覆盖过滤器10具有粘附到管连接部分上的粘合部分11和管道100插入其中的套环部分12。盖过滤器10插入并安装到管道100，盖过滤器10的粘附部分11粘附到形成有连接孔201的管连接部分，并且套环部分12和管道的端部 100绑在一起。

7. 发明专利

JP2013044212A Construction method for storage permeation facility for rainwater and the like 有权
标题翻译：用于雨水和类似物品的储存渗透设施的施工方法
公开(公告)号：JP2013044212A
公开(公告)日：2013-03-04
申请号：JP2011184577
申请日：2011-08-26
申请人： Association For Rainwater Storage & Infiltration Technology , 公益社団法人雨水貯留浸透技術協会 , Santoppu Engineer Kk , サントップエンジニア株式会社
发明人： YAI HIROYUKI , MURAMATSU EIJIRO
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 construction method for permeation facilities for rainwater and the like, which eliminates the risks that a pavement or ground provided with the storage permeation facilities for the rainwater and the like may subside and that a crack and the like may appear.SOLUTION: A permeable reinforcement sheet 10 is laid in a ground tank 2 which is formed by digging down ground 1; storage structures 31 are longitudinally, laterally, and vertically stacked on the permeable reinforcement sheet 10 to form a storage tank 30; and a section from the periphery of the storage tank 30 to an upper portion thereof is backfilled.
摘要翻译：要解决的问题：提供一种用于雨水等的渗透设备的施工方法，其消除了设置有雨水等的储存渗透设施的路面或地面可能会消失的风险，可能会出现。解决方案：将可渗透的增强片10放置在通过挖掘地面1而形成的接地罐2中; 储存结构31纵向，横向和垂直地堆叠在可渗透的增强片10上以形成储存罐30; 并且从储罐30的周边到其上部的部分被回填。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2002371534A Flexible vegetation floating body and seeding and planting construction method 有权
标题翻译：柔性植被浮动体和种植和施工方法
公开(公告)号：JP2002371534A
公开(公告)日：2002-12-26
申请号：JP2002135685
申请日：2002-05-10
申请人： Asahi Kasei Corp , Nisshoku Corp , Tokyu Constr Co Ltd , 日本植生株式会社 , 旭化成株式会社 , 東急建設株式会社
发明人： MURAMATSU EIJIRO , YAI HIROYUKI , WATANABE YASUAKI , KIKUTA HIROSHI , TANIGUCHI MITSUO , FUJISHIMA YASUYOSHI
IPC分类号： A01G1/00 , A01G31/00 , E02B3/12 , E02B7/00
CPC分类号： Y02P60/216
摘要： PROBLEM TO BE SOLVED: To provide a flexible vegetation floating body and a seeding and planting construction method using the flexible vegetation floating body that can easily form an artificial floating island for seeding and planting vegetation at a low cost to attain seeding and planting of the water surface of a lake, a regulating reservoir, a dam, of the like.
SOLUTION: This flexible vegetation floating body for seeding and planting the water surface of the lake, regulating reservoir, dam, or the like is constituted to have buoyancy by filling a mixture of foam grain, lightweight soil, aquatic plant seeds, stump, and the like in a flexible cylindrical bag body 2. In the seeding and planting construction method using the flexible vegetation floating body, the flexible vegetation floating body is floatingly provided on the water surface of the lake, regulating reservoir, dam, or the like to attain seeding and planting vegetation with aquatic plants.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种灵活的植被浮体和使用柔性植被浮体的种植和种植施工方法，其可以容易地形成人造浮岛，以低成本播种和种植植被，以实现播种和种植水湖面，调节水库，大坝等。解决方案：通过填充泡沫颗粒，轻质土壤，水生植物种子，树桩和混合物的混合物，构成了用于播种和种植湖泊水面，调节水库，坝等的柔性植被浮体，像柔性圆柱形袋体2.在使用柔性植被浮体的播种和种植施工方法中，将柔性植被浮体浮动地设置在湖面水面，调节水库，坝等上以达到播种并用水生植物种植植被。

9. 发明专利

JP2001317054A HORIZONTAL MEMBER FOR PREVENTING DEFORMATION OF L- SHAPED CAGE FOR REINFORCING EMBANKMENT SLOPE AND REINFORCED EMBANKMENT METHOD USING THE SAME 失效
公开(公告)号：JP2001317054A
公开(公告)日：2001-11-16
申请号：JP2000135835
申请日：2000-05-09
申请人： TOKYU KENSETSU KK , SANTOPPU ENGINEER KK , TOKYU GIOKKUSU KK
发明人： OKAMOTO MASAHIRO , MURAMATSU EIJIRO
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a horizontal member for preventing the deformation of an L-shaped cage for reinforcing an embankment slope, capable of ensuring accurate positioning in the vicinity of a border line of lot and the gradient of the embankment slope and also serving as an anchor for fixing a form for constructing a wall surface by certainly and stably preventing the deformation of the L-shaped cage caused by the earth pressure of compaction of a banking material and a reinforced embankment method using the horizontal member. SOLUTION: The horizontal member for preventing the deformation of the L-shaped cage 1 for reinforcing the embankment slope, which is installed in such a manner as to be piled on the embankment slope, prevents the L-shaped cage 1 from being deformed by the earth pressure of the compaction of the banking material 5. The L-shaped cage 1 is composed of a horizontal surface part 1b and a vertical surface part 1a formed vertically relative to the surface part 1b. The above horizontal member is composed of a horizontal principal member 6a, a hook part 6b, and an anchorage member 6c. The hook part 6b is integrally mounted on the end part of the member 6a and hooked on the surface part 1a of the L-shaped cage 1 so as to be made immobile. The anchorage member 6c buried within the banking material 5 anchors the base end part of the member 6a.

10. 发明专利

JP2001271336A METHOD AND STRUCTURE FOR CONNECTING DRAIN MEMBERS IN FILLED GROUND 失效
公开(公告)号：JP2001271336A
公开(公告)日：2001-10-05
申请号：JP2000083391
申请日：2000-03-24
申请人： TOKYU KENSETSU KK , SANTOPPU ENGINEER KK
发明人： OKAMOTO MASAHIRO , KIYAMA MASAAKI , MURAMATSU EIJIRO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a method for connecting drain members in the filled ground, which can positively and stably bring an upper portion of a vertical drain member into contact with a submarine-laid drain member even if the fluidity of the submarine soft ground is large, ensures a draining passage for interstitial water, and does not inhibit compaction acceleration of the submarine soft ground, and to provide a structure for connecting the drain members. SOLUTION: The structure for connecting the drain members in the filled ground, is comprised of the plurality of vertical drain members 1 driven in a row into the submarine ground G, the submarine-laid drain members 2 laid along the row, and a connecting tape 3 which binds upper edges 1a of the respective vertical drain members 1 together, the vertical drain members each making contact with an upper surface of the submarine-laid drain member 2, in a manner being slidable with respect to each other.

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