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1. 发明专利

JP2010127055A Connecting member and soft ground improvement apparatus using the same 有权
标题翻译：连接会员和使用它的软地面改进设备
公开(公告)号：JP2010127055A
公开(公告)日：2010-06-10
申请号：JP2008306460
申请日：2008-12-01
申请人： Chikami Miltec Inc , Kyadotekku Kk , Mirai Kensetsu Kogyo Kk , Toa Harbor Works Co Ltd , Tokyu Construction Co Ltd , Wakachiku Construction Co Ltd , キャドテック株式会社 , チカミミルテック株式会社 , みらい建設工業株式会社 , 東亜建設工業株式会社 , 東急建設株式会社 , 若築建設株式会社
发明人： TAGUCHI HIROBUMI , OKUDA MITSUAKI , SEKIYA CHIHIRO , MORI HARUO , IIZUKA HIRONOBU , AKAGANE HIDETAKA
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a connecting member which reduces man-hours in the field work and is free from a risk of air leakage.
SOLUTION: The connecting member includes a plurality of connecting portions 20 connected with drains 3 embedded from the ground surface into the ground to conduct water under the ground to the ground, a water collecting portion 21 for collecting the underground water conducted by the drains 3 through the connecting portions 20, and a water-conducting pipe 22 whose tip end is connected to a water collecting pipe 4 and which conducts the water collected in the water collecting portion 21 to the water collecting pipe 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在现场作业中减少工时并且没有漏气风险的连接构件。解决方案：连接构件包括多个连接部分20，连接部分20与从地表面埋入地下的排水沟3连接，以将地下的水输送到地面;集水部分21，用于收集由排水管3通过连接部20和导水管22，导水管22的前端与集水管4连接，并将收集在集水部21中的水导入集水管4.版权所有：（C）2010，JPO＆INPIT

2. 发明专利

JP2010084386A Steel sheet pile, impervious wall using the same, and method for driving the same 有权
标题翻译：钢板，使用相同的墙壁及其驱动方法
公开(公告)号：JP2010084386A
公开(公告)日：2010-04-15
申请号：JP2008253559
申请日：2008-09-30
申请人： Electric Power Dev Co Ltd , Jfe Steel Corp , Jfeスチール株式会社 , Mirai Kensetsu Kogyo Kk , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Wakachiku Construction Co Ltd , みらい建設工業株式会社 , 五洋建設株式会社 , 東亜建設工業株式会社 , 若築建設株式会社 , 電源開発株式会社
发明人： TSUJIMOTO KAZUHITO , TAZAKI MICHIO , KOBAYASHI KENICHI , KOMATSU TAKAHIRO
IPC分类号： E02D5/08 , E02D5/14
摘要： PROBLEM TO BE SOLVED: To effectively prevent a ground constituent from intruding into a joint of a steel sheet pile when the steel sheet pile is driven into the ground, and to suppress an increase in the cost of the construction of a wall body and the vexatious complication of construction work.
SOLUTION: In a joint structure 42, closing members 34 and 36 are attached to the steel sheet pile 10 so as to close an opening 19 of the joint 16 of the steel sheet pile 10. Thus, when the steel sheet pile 10 is driven into the ground 26, the closing member 34 can inhibit a ground constituent such as stones and sediment from being infiltrated into the joint 16 through an opening 19. Consequently, in the driving of the steel sheet pile 10, water sealing rubber 28 attached to the joint 16 can be prevented from being damaged or coming off due to friction with the ground constituent and the like, and in the driving of the following steel sheet pile 10, the water sealing rubber 28 of the preceding steel sheet pile 10 can be prevented from being damaged by a frictional force from the joint 16 of the following steel sheet pile 10.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地防止当钢板桩被驱入地面时，地面成分侵入钢板桩的接头，并且抑制了壁体的构造成本的增加和施工工作的烦恼并发症。解决方案：在接头结构体42中，封闭构件34和36安装在钢板桩10上，以便关闭钢板桩10的接头16的开口19.因此，当钢板桩10 被驱动到地面26中，关闭构件34可以抑制诸如石头和沉积物的地面构件通过开口19渗透到接头16中。因此，在钢板桩10的驱动中，附接有水封橡胶28 可以防止由于与地面构件等的摩擦而损坏或脱落接头16，并且在随后的钢板桩10的驱动中，先前的钢板桩10的水封橡胶28可以是防止来自下列钢板桩10的接头16的摩擦力的损坏。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2010084384A Steel sheet pile, impervious wall using the same, and method for estimating damage to water sealing rubber 有权
标题翻译：钢板桩，使用相同的墙壁以及估算水封密封破损的方法
公开(公告)号：JP2010084384A
公开(公告)日：2010-04-15
申请号：JP2008253557
申请日：2008-09-30
申请人： Electric Power Dev Co Ltd , Jfe Steel Corp , Jfeスチール株式会社 , Mirai Kensetsu Kogyo Kk , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Wakachiku Construction Co Ltd , みらい建設工業株式会社 , 五洋建設株式会社 , 東亜建設工業株式会社 , 若築建設株式会社 , 電源開発株式会社
发明人： TSUJIMOTO KAZUHITO , YAMASHITA KUNIHIRO , SUMITA HIROSHI , ISHIYAMA YOSHIRO , KOMATSU TAKAHIRO
IPC分类号： E02D5/14
摘要： PROBLEM TO BE SOLVED: To easily estimate the presence or absence of damage to water sealing rubber fitted and inserted into a pocket groove of a steel sheet pile without deteriorating the reliability of water sealing between joint portions of a pair of the steel sheet piles.
SOLUTION: When an external load acts on the water sealing rubber 28 in the case that the steel sheet pile 10 is driven into the ground, the external load also acts on a covered electric cable 30. Thus, an external load not smaller than a specified load acts on the water sealing rubber 28 and the electric cable 30; and the water sealing rubber 28 and a covering portion of the electric cable 30 are damaged. In this case, a conducting wire of the electric cable 30 is brought into electrical continuity with the steel sheet pile 10 through water contained in the ground. Consequently, when electric resistance between a conductive terminal of the electric cable 30 and the steel sheet pile 10 is measured on the occurrence of damage to the electric cable 30 in the ground, the electric resistance between the conductive terminal 38 and the steel sheet pile becomes lower than that in the case that the electric cable 30 is not damaged, so that the occurrence of the damage to the water sealing rubber 28 can be estimated.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了容易地估计装配并插入到钢板桩的凹槽中的水封橡胶的存在或不存在，而不会降低一对钢板的接合部之间的水封的可靠性桩。
解决方案：在钢板桩10被驱动到地面的情况下外部负载作用在水封橡胶28上时，外部负载也作用在被覆盖的电缆30上。因此，外部负载不小于比指定的载荷作用在水封橡胶28和电缆30上; 并且水密封橡胶28和电缆30的覆盖部分被损坏。在这种情况下，电缆30的导线通过包含在地面中的水与钢板桩10导通。因此，当电缆30的导电端子与钢板桩10之间的电阻在地面上的电缆30的损坏发生时被测量时，导电端子38与钢板桩之间的电阻变为低于电缆30未被损坏的情况，从而可以估计出对水封橡胶28的损坏的发生。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2005248636A Shaft structure 有权
标题翻译：轴结构
公开(公告)号：JP2005248636A
公开(公告)日：2005-09-15
申请号：JP2004063319
申请日：2004-03-08
申请人： Arai Gumi Ltd , Mabuchi Kensetsu Co Ltd , Magara Construction Co Ltd , Matsumura Gumi Corp , Mirai Kensetsu Kogyo Kk , Morimotogumi:Kk , Muramoto Kensetsu Kk , Ps Mitsubishi Construction Co Ltd , みらい建設工業株式会社 , 村本建設株式会社 , 株式会社ピーエス三菱 , 株式会社新井組 , 株式会社松村組 , 株式会社森本組 , 真柄建設株式会社 , 馬淵建設株式会社
发明人： NAKAMURA HIDEO , MITSUGI NAOYUKI , NAKAMURA KENJI , TAKAHASHI HIROKI , KUMAGAI YUKIHIRO , IIBUCHI SHINYA , FURUTA YASUHISA , KATANO KOJI , HOTATE NAOHITO , KATO KAZUNORI , FURUYA SHIGETO , MORIOKA KINYA , YAMAZAKI TAKAHIRO , YAMAGUCHI SHINICHI
IPC分类号： E21D5/10
摘要： PROBLEM TO BE SOLVED: To provide a shaft structure in which an inclined part has a sufficient strength and a ladder or the like is installed easily.
SOLUTION: In the shaft structure in which the earth is retained by a shaft inner wall 2, the inner wall 2 comprises a shaft upper part 3 constructed by using shaft upper part liner plates 7, 7... , a shaft body part 4 constructed by using main body part liner plates 15, 15... each of which has a radius of curvature and/or a length of the straight part larger than those of the upper part liner plate 7, and an inclined part 5 which is interposed between the upper part 3 and the body part 4 and is constructed to form a step-like shape by using inclined part liner plates 16, 16... having different radiuses of curvature and/or lengths of straight parts for each one step or for each plural steps. The upper part 3, the inclined part 5 and the body part 4 are arranged on one horizontally directional side to obtain a flat face 6 for working which flat face 6 is continued to be flat over the upper part 3, the inclined part 5 and the body part 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供倾斜部分具有足够强度并且梯子等容易安装的轴结构。解决方案：在由轴内壁2保持地球的轴结构中，内壁2包括通过使用轴上部衬板7,7 ...构成的轴上部3，轴体使用主体部分衬板15,15构成的部分4，每个主体部分衬板15,15具有曲率半径和/或直线部分的长度大于上部衬板7的长度;以及倾斜部5，被设置在上部3和主体部分4之间，并且被构造成通过使用具有不同的曲率半径和/或每一步的直线部分的倾斜部分衬板16,16形成阶梯状或每个多个步骤。上部3，倾斜部5和主体部4布置在一个水平方向侧上，以获得平面6在上部3，倾斜部5和（C）2005，JPO和NCIPI

5. 发明专利

JP2005180041A Quay structure and method of forming the same 有权
标题翻译：查询结构及其形成方法
公开(公告)号：JP2005180041A
公开(公告)日：2005-07-07
申请号：JP2003423111
申请日：2003-12-19
申请人： Geo-Research Institute , Mirai Kensetsu Kogyo Kk , Mitsui Kagaku Sanshi Kk , Port & Airport Research Institute , Tech Res & Dev Inst Of Japan Def Agency , みらい建設工業株式会社 , 三井化学産資株式会社 , 独立行政法人港湾空港技術研究所 , 財団法人地域地盤環境研究所 , 防衛庁技術研究本部長
发明人： ICHII KOJI , MIYATA YOSHITOSHI , FUKUDA MITSUHARU , HIRAI TAKAO , HIRONAKA JUNICHI , TAKAHANE YASUHISA , ADACHI MASAKI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a quay structure which is formed at a low cost, in a short construction period, without damaging the environment, and in a manner making effective use of earth produced at the time of dredging or excavating submarine sediment in a harbor, and to provide a method of forming the quay structure. SOLUTION: The quay structure is formed of an earth pressure bearing structure 24, solidified earth 26, and a plurality of planar reinforcing members 28. The earth pressure bearing structure functions to enclose a sea area in the vicinity of an existing quay structure 2 as a quay construction area E, in cooperation with the existing quay structure, and is arranged along a peripheral area other than an area of the existing quay structure, to thereby separate sea water inside the construction area from that outside the construction area over a height from a sea level S to a sea bottom 22. The solidified earth is sequentially deposited at every predetermined height in the construction area from below upward. The planar reinforcing members are almost horizontally arranged like planes in the solidified earth at every predetermined height. Then the ends of the planar reinforcing members 28 are uniformly connected to the earth pressure bearing structure 24 on an offing side. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在较短的施工周期内以低成本形成的码头结构，而不损害环境，并且以有效利用在疏浚或挖掘潜艇时产生的地球的方式并提供形成码头结构的方法。解决方案：码头结构由土压力承载结构24，固化土26和多个平面加强构件28形成。土压力承载结构用于将现有码头结构附近的海域包围 2作为码头施工区域E，与现有码头结构配合，沿着现有码头结构区域以外的周边区域布置，从而将施工区域内的海水与施工区域外的海水分开，通过从海平面S到海底22的高度。固化的地球从建筑区域的下方依次沉积在每个预定的高度。平面加强构件在每个预定高度处几乎水平地布置成在固化的地球中的平面。然后，平面加强构件28的端部在离开侧均匀地连接到土压力承载结构24。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004092171A Repair method for concrete viaduct 有权
公开(公告)号：JP2004092171A
公开(公告)日：2004-03-25
申请号：JP2002254194
申请日：2002-08-30
申请人： Dekku:Kk , Metropolitan Expressway Public Corp , Mirai Kensetsu Kogyo Kk , みらい建設工業株式会社 , 株式会社デック , 首都高速道路公団
发明人： SAKURAI JUN , AMARI KENICHI , ARINO MASATOSHI , WATANABE RYUJI
IPC分类号： E01D22/00 , E01D1/00 , E01D101/24 , E01D101/40
摘要： PROBLEM TO BE SOLVED: To provide a repair method for a concrete viaduct that enables short-term repair, follows a crack in a railing or the like well, prevents development of a crack in a drip portion, and can hold aesthetics of a repaired surface.
SOLUTION: A deteriorated portion of a concrete viaduct 1 is removed, and the removal portion is filled with resin mortar and smoothed. The surface is coated with primer 7, and sprayed with an ultrafast setting resin over the primer 7 to form a coating layer 8. The surface of the coating layer 8 is coated with an overcoating layer 9. Ends of the overcoating layer 9 and coating layer 8 are then filled with a sealant 11.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2004084348A Form member for covering existing structure and covering method therefor 有权
公开(公告)号：JP2004084348A
公开(公告)日：2004-03-18
申请号：JP2002248213
申请日：2002-08-28
申请人： Hiraoka & Co Ltd , Kinjo Rubber Co Ltd , Mirai Kensetsu Kogyo Kk , みらい建設工業株式会社 , 平岡織染株式会社 , 錦城護謨株式会社
发明人： KODERA HIDENORI , NOMURA TADAAKI , ISHIHARA HIROSHI , UMEZAWA TOSHIO , SHIMADO NORIO
IPC分类号： E04G23/02 , E04G9/10
摘要： PROBLEM TO BE SOLVED: To provide a form panel for coating an existing structure and a coating method for the existing structure coating method capable of easily carrying out repair of the surface part of the existing structure by a laminated sheet, maintenance and repair of the external appearance or the like with high degree of accuracy.
SOLUTION: The form panel 1 for the existing structure coating is so constituted that a projection 11a consisting of an attachment or a transplantation type fibrous material, a mesh of knitting fabric and a mineral particle or a synthetic resin particle is provided to the inside and that the outside of the laminated sheet 1a consisting of a resin layer 11 fixed to the existing structure in a state to closely fill the circumference of the projection 11a with a hardener (without being illustrated) and a coating layer 12 having one or more layers fixed to the outside of the resin layer 11 through an adhesive and having the outermost layer with a stain-proof function is stuck on the inside of the usual form panel 1b in a detachable manner.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2004003176A Laminated sheet for covering structure 审中-公开
公开(公告)号：JP2004003176A
公开(公告)日：2004-01-08
申请号：JP2002159221
申请日：2002-05-31
申请人： Hiraoka & Co Ltd , Kinjo Rubber Co Ltd , Mirai Kensetsu Kogyo Kk , みらい建設工業株式会社 , 平岡織染株式会社 , 錦城護謨株式会社
发明人： KODERA HIDENORI , NOMURA TADAAKI , ISHIHARA HIROSHI , UMEZAWA TOSHIO , SHIMADO NORIO
IPC分类号： E04B1/92 , E04C2/24
摘要： PROBLEM TO BE SOLVED: To provide a laminated sheet for covering a structure, which can maintain an appearance by preventing the deterioration of the structure over a long period of time after covering the structure.
SOLUTION: This laminated sheet 1 for covering the structure (not shown in the figure) includes: a synthetic resin layer 11 inside which protrusions 22, composed of a transplanted bristle-like fiber material, are provided and which is fixed to the structure in a state in which a solidifying material 15 is infilled around the protrusions 22 with no space in between; and at least one coating layer 12 which is fixed to the outside of the layer 11 via an adhesive and whose outermost layer has a stainproof mechanism.
COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2002369637A Life assist service system to live together with pet 审中-公开
标题翻译：生活辅助服务系统与PET共同生活
公开(公告)号：JP2002369637A
公开(公告)日：2002-12-24
申请号：JP2001180015
申请日：2001-06-14
申请人： Baazu:Kk , Hes:Kk , Mirai Kensetsu Kogyo Kk , みらい建設工業株式会社 , 有限会社エイチ・イー・エス , 株式会社バーズ
发明人： SUZUKI YOSHIYUKI , MATSUKA YOSHIHISA , GOSEKI ATSUSHI
IPC分类号： A01K29/00 , G06Q50/00 , G06Q50/10 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To assist the enjoyment of comfortable life together with a pet by a client living in a specialized house suitable for the living with a pet.
SOLUTION: A life assist service system to assist the life together with a pet is constructed in a pet community formed by a client living with a pet, various pet-relating organizations, the owner of the house, a house managing company and a pet life assist server connected to each other with the Internet. The pet life assist server provides all information services relating to the life together with a pet.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：帮助生活在适合与宠物生活的专门化房屋的客户一起享受舒适的生活。解决方案：生活辅助服务系统与宠物一起协助生活，由宠物社区组成的宠物社区，宠物社区，各种宠物相关组织，房主，房屋管理公司和宠物生活辅助服务器通过互联网互相连接。宠物生命辅助服务器与宠物一起提供与生活有关的所有信息服务。

10. 发明专利

JP2010084457A Support system for placing sheet pile 有权
标题翻译：配套板支撑系统
公开(公告)号：JP2010084457A
公开(公告)日：2010-04-15
申请号：JP2008256109
申请日：2008-10-01
申请人： Electric Power Dev Co Ltd , Mirai Kensetsu Kogyo Kk , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Wakachiku Construction Co Ltd , みらい建設工業株式会社 , 五洋建設株式会社 , 東亜建設工業株式会社 , 若築建設株式会社 , 電源開発株式会社
发明人： FUJITA YOSHIMITSU , KOBAYASHI KENICHI , KOMATSU TAKAHIRO , TAZAKI MICHIO
IPC分类号： E02D13/06
摘要： PROBLEM TO BE SOLVED: To provide a support system for placing a sheet pile capable of highly accurately placing a sheet pile to a specified position by solving the following problem that the sheet pile cannot be placed to a specified position due to the interference of the sheet pile with adjacent sheet piles when new sheet piles are sequentially placed adjacently to the existing sheet pile by fitting joints to each other.
SOLUTION: Two-dimensional plane coordinates of a reference point for a new steel sheet pile 12c are calculated by an arithmetic unit based on detection data of an automatic tracking optical wave range/angle measuring instrument 1 detecting reflection light from a single reflection body 4 mounted to a top edge of the new steel sheet pile 12c, whereby two-dimensional plane coordinates of a reference point for an existing steel sheet pile 12b adjacent to the steel sheet pile 12c are stored in the arithmetic unit. Based on the comparison of the two of the two-dimensional plane coordinates, index data for a targeted placing position of the steel sheet pile 12c on the two-dimensional plane are calculated, and then the index data are displayed in real time on a monitor placed in an operator chamber 7 in a crane 6 to which a vibratory hammer 8 is suspended.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种支撑系统，用于通过解决由于干涉而不能将片材堆放置到指定位置的以下问题，将能够高度准确地将片材堆放到特定位置的片材堆放置当通过将接头彼此接合而将新的板桩顺序地放置在与现有的纸张堆叠相邻时，具有相邻的纸张桩的纸张堆。解决方案：新钢板桩12c的参考点的二维平面坐标通过运算单元基于检测来自单个反射镜的反射光的自动跟踪光波长范围/角度测量仪1的检测数据来计算本体4安装在新钢板桩12c的顶部边缘上，由此将与钢板桩12c相邻的现有钢板桩12b的参考点的二维平面坐标存储在运算单元中。基于两维平面坐标的比较，计算钢板桩12c在二维平面上的目标放置位置的索引数据，然后将索引数据实时显示在监视器上放置在起重机6中的操作室7中，振动锤8悬挂在起重机6上。版权所有（C）2010，JPO＆INPIT

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