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61. 发明专利

JP2011052388A Construction machine track for construction method of water surface reclamation 有权
标题翻译：水面修复施工方法的施工机械跟踪
公开(公告)号：JP2011052388A
公开(公告)日：2011-03-17
申请号：JP2009200008
申请日：2009-08-31
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SARAZAWA KAORU
IPC分类号： E01D15/14 , E01C1/00 , E01C9/08
摘要： PROBLEM TO BE SOLVED: To provide a construction machine track for a construction method of water surface reclamation, which improves its durability furthermore than ever. SOLUTION: This construction machine track is constituted in such a way that a corner round-shaped part 22a is formed at the distal end of a leg 22 of a girder 14, and the distal end of the leg 22 is displaced by rolling for a recessed section 20a of a mounting seat 20 when a pontoon 12 causes rolling and pitching to prevent the occurrence of partial wear of the recessed section 20a of the mounting seat 20 or the leg 22. Since a clearance which is minimized even when the pontoon 12 causes the expected maximum degree of rolling and pitching is provided between the recessed section 20a of the mounting seat 20 and the leg 22 while the leg 22 is fitted into the recessed section 20a of the mounting seat 20, this construction machine track allows the leg 22 to displace for the recessed section 20a of the mounting seat 20 when the pontoon 12 is caused to roll and pitch due to travel of a dump truck on the construction machine track 10 for the construction method of water surface reclamation. Furthermore, this construction machine track ensures satisfactory workability of the work for fitting the leg into the recessed section 20a of the mounting seat 20 owing to this clearance. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于水面回填施工方法的施工机械轨道，从而提高了其耐久性。解决方案：这种施工机械轨道的构造方式是在大梁14的腿部22的远端处形成角圆形部分22a，并且腿部22的远端通过滚动当浮筒12引起滚动和俯仰以防止安装座20或腿部22的凹部20a的部分磨损的发生时，用于安装座20的凹部20a。由于即使在浮筒如图12所示，当安装座20的凹部20a与腿部22之间设置有预期的最大滚动角度和俯仰时，腿22嵌入安装座20的凹部20a中，该施工机械轨道允许腿部 22，当由于自卸车在施工机械轨道10上的行进而使浮筒12滚动和俯仰时，为了用于水面回收的施工方法而移动用于安装座20的凹部20a 。此外，这种施工机械轨道确保了由于这种间隙而将腿装配到安装座20的凹部20a中的工作的令人满意的可加工性。版权所有（C）2011，JPO＆INPIT

62. 发明专利

JP2010255288A Partitioning and flooring construction method, and partitioning and flooring structure 有权
标题翻译：分区及楼面施工方法，分区及楼面结构
公开(公告)号：JP2010255288A
公开(公告)日：2010-11-11
申请号：JP2009106423
申请日：2009-04-24
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： YAMAMOTO KOZO , NAKAYAMA SATOSHI , NIIZAKI HIDEKI
IPC分类号： E04B2/82 , E04B2/74 , E04B5/43 , E04F15/00 , E04F19/04
摘要： PROBLEM TO BE SOLVED: To provide a partitioning and flooring structure which has a sound insulating performance equal to or more than before and is constructed easily.
SOLUTION: An integral underfloor space A is configured between adjacent living rooms 20, 22 by eliminating the installation of partition wall members 16 up to the lower side of floor substrate members 26, 28. Therefore, the amplification of resonance is prevented from increasing in a frequency band of 63 Hz which, in many cases, is determined as the frequency of sound level of impact on a heavy floor. Also, the floor substrate members 26, 28 are separated by the adjacent living rooms 20, 22 to prevent the noise from propagating between the adjacent rooms via the floor substrate members 26, 28 by installing the floor substrate members 26, 28 of a dry double floor on both sides of the substrate member 14 of a partition wall. In addition, the noise is reduced from propagating through the integral underfloor space A between the adjacent living rooms 20, 22 by inserting a sound absorber 36 from the lower side of the substrate member 14 of the partition wall to a range with a predetermined height.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有等于或大于等于或高于之前的隔音性能并且容易构造的分隔和地板结构。解决方案：通过消除分隔壁构件16直到底板基底构件26,28的下侧的安装，在相邻的客厅20,22之间配置整体的地板下空间A.因此，防止了共振的放大在63Hz的频带中增加，其在许多情况下被确定为对重地板的声音水平的频率。此外，地板基板构件26,28由相邻的客厅20,22分隔开，以防止噪声通过底板基板构件26,28在相邻房间之间传播，通过安装干燥双层的底板基板构件26,28 在分隔壁的基板部件14的两侧的底面。此外，通过从分隔壁的基板构件14的下侧插入吸声器36到预定高度的范围，噪声通过在相邻的客厅20,22之间的整体地板下空间A传播而减小。版权所有（C）2011，JPO＆INPIT

63. 发明专利

JP2009133190A Method of dropping deposit material to bottom of water and its execution managing device 有权
标题翻译：将沉积物料倒入水底的方法及其执行管理装置
公开(公告)号：JP2009133190A
公开(公告)日：2009-06-18
申请号：JP2008324027
申请日：2008-12-19
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： KIDO SEIJI , SAKASHITA KATSUHIRO , KATO NAOYUKI , ABE RYUSUKE , NAGAYAMA HIDEKI , MATSUNAGA HIROSHI
IPC分类号： E02D15/10 , B63B35/00
摘要： PROBLEM TO BE SOLVED: To enable construction work efficiently and stably to the maximum extent from the beginning to the completion of the construction work when an artificial structure is formed on a bottom of water by dropping a large amount of deposit material to the bottom of the water. SOLUTION: The amount of the deposit material 28 dropped from a ship bottom per unit time is controlled by each dropping action by properly using the arch friction (refer to the waffle pattern in Fig. 7) generated in the loaded deposit material 28 when the door of the hold 18 of the barge 14 is opened, of which the arch friction changes according to the dropping pattern made by combination of a loading form of the deposit material 28 in the hold 18 of the barge 14 and the time spent for the opening action of the door of the hold 18 of the barge 14 (a door opening pattern). By timely reviewing the dropping pattern by each dropping action, the amount of the deposit material 28 dropped from the ship bottom per unit time is adjusted properly. Acquisition of a needed deposit form by each dropping action leads construction work efficiently so that an ultimately needed deposit form on the bottom of the water can be obtained. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过将大量的沉积材料滴落到水的底部上形成人造结构，从而从施工作业的开始到完成的最大程度上使施工工作能够高效稳定地进行水底。解决方案：通过适当地使用在装载的沉积材料28中产生的拱摩擦（参见图7中的华夫饼图案），通过每次滴落动作来控制从单位时间的船底降落的沉积物28的量当驳船14的保持架18的门打开时，拱摩擦力根据通过将沉没物料28的装载形式组合在驳船14的保持架18中而形成的下落模式而变化，驳船14的保持架18的门的打开动作（门打开模式）。通过每次下降动作及时审查下降模式，适当调整从单位时间内从船底下降的存款材料28的数量。通过每次滴滴操作获得所需的存款单可以有效地引导施工工作，从而可以获得底部最终需要的沉积物形式。版权所有（C）2009，JPO＆INPIT

64. 发明专利

JP2009019351A Seawater vertical circulation apparatus 有权
标题翻译：海水垂直循环装置
公开(公告)号：JP2009019351A
公开(公告)日：2009-01-29
申请号：JP2007180903
申请日：2007-07-10
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： FUJIWARA RYUICHI , SAKASHITA KATSUHIRO , YOKOYAMA KOJI , JINNO NATSUKI , MIYAKE TATSUO
IPC分类号： E02B3/02 , C02F3/22 , C02F7/00 , H02K7/18
CPC分类号： Y02W10/15
摘要： PROBLEM TO BE SOLVED: To provide a seawater vertical circulation apparatus which reduces environmental loads while suppressing an increase in running cost in improving a seabed quality/water quality environment in a closed sea area in a coastal region. SOLUTION: The tip 28a of a water discharge line 28 extends to the vicinity of the seabed, and an opening of the tip 28a is set opposite to an artificial structure 12 across a given or longer distance. Saturated oxygen water on the sea surface is pumped up through a water intake line 26 to the land, and discharged from the opening of the tip 28a of the water discharge line 28 to generate a circulating flow of sea water resulting from the saturated oxygen water from the sea surface. An energy exchange device 20 utilizes a difference between the heat energy of waste heat supplied from a waste heat supply line 16 and the heat energy of seawater pumped up by a pump 18 via the water intake line 26 to drive a stirling engine. The stirling engine then drives a power generator to generate power by which a power-operated pump 18 is driven. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种减少环境负荷同时抑制在沿海地区封闭海域改善海底质量/水质环境的运行成本增加的海水垂直循环装置。解决方案：排水管线28的尖端28a延伸到海底附近，并且尖端28a的开口在给定的或较长的距离处设置成与人造结构12相对。海面上的饱和氧水通过吸水管26被泵送到陆地，并从排水管28的尖端28a的开口排出，以产生由饱和氧水产生的海水的循环流动海面。能量交换装置20利用从废热供给管线16供给的废热的热能与由泵18经由吸水管26抽出的海水的热能之差，驱动斯特林发动机。然后，斯特林发动机驱动发电机产生动力，通过该动力驱动动力泵18。版权所有（C）2009，JPO＆INPIT

65. 发明专利

JP2008291511A Existing revetment repairing method 审中-公开
标题翻译：现有的修复方法
公开(公告)号：JP2008291511A
公开(公告)日：2008-12-04
申请号：JP2007138064
申请日：2007-05-24
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SAKASHITA KATSUHIRO
IPC分类号： E02B3/06 , E02B3/16
摘要： PROBLEM TO BE SOLVED: To provide an existing revetment repairing method which is applicable to joint repair of a gravity revetment of a different type.
SOLUTION: According to the existing revetment repairing method, bagged mortar 10 is placed into a back-filling layer 2 on a rear side of an L-shaped block 1 constituting the existing gravity revetment 3, by using a sheath pipe along a joint 4 between the blocks 1, and the bagged mortar 10 functions to block a gap at the joint 4 between the blocks 4. According to the method, the gap at the joint 4 is blocked on the rear side of the blocks 1, and therefore the joint 4 can be effectively repaired even if the method is applied to a revetment structure having only a thin wall thickness like the L-shaped block 1 or a revetment structure having a wave absorbing section of a permeable structure on a front surface.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供适用于不同类型的重力护岸的联合修复的现有护岸修复方法。
解决方案：根据现有护岸修复方法，将袋装砂浆10放置在构成现有重力护岸3的L形块1的后侧的后填充层2中，通过使用沿着块1之间的接头4和袋装砂浆10用于阻挡块4之间的接合部4处的间隙。根据该方法，接头4的间隙在块体1的后侧被阻挡，因此即使将该方法应用于仅具有L形块1的薄壁厚度的护岸结构，或者具有前表面上具有可渗透结构的波吸收部的护岸结构，也能够有效地修复关节4。版权所有（C）2009，JPO＆INPIT

66. 发明专利

JP2008285856A Basket for chipping pile head part 有权
标题翻译：。。。。。。
公开(公告)号：JP2008285856A
公开(公告)日：2008-11-27
申请号：JP2007130520
申请日：2007-05-16
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： YAMASHITA KASUMI , KUMAMOTO MAMORU , WATANABE KOJI , SAKASHITA KATSUHIRO
IPC分类号： E01D22/00 , E01D15/24 , E01D24/00
摘要： PROBLEM TO BE SOLVED: To smoothly chip a pile head part during the removal of an upper structure, and easily install and remove a scaffold for chipping.
SOLUTION: A floor board 14, pile bands 16, and a fence 18 are divided into two parts by a vertical cross section extending through the center of the opening of the floor board 14. The upper ends of one fence 18A and the other fence 18B divided into two parts are pivotally attached to each other through a pivot 22. When the scaffold is installed on the pile head part 3, as shown in (a), a basket 12 for chipping a pile head part divided into two parts is suspended by a crane, and put on the pile head part 3 with its lower part opened about the pivot 22. Then, as shown in (b), one 12A and the other 12B of the basket divided into two parts are closed for clamping a pile 2 by the pile bands 16A, 16B.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在去除上部结构时平滑地打桩桩头部分，并且容易地安装和移除用于切碎的脚手架。解决方案：地板14，桩带16和围栏18通过延伸穿过地板14的开口的中心的垂直横截面分成两部分。一个围栏18A的上端和另外，分割成两部分的隔板18B通过枢轴22可枢转地相互连接。如（a）所示，当将脚手架安装在桩头部3上时，将用于将桩头部分分割成两部分的筐12 由起重机悬挂，并将其下部围绕枢轴22打开，并放置在桩头部分3上。然后，如（b）所示，分为两部分的一个12A和另一个12B被关闭以夹紧由桩带16A，16B组成的桩2。版权所有（C）2009，JPO＆INPIT

67. 发明专利

JP2008169648A Ground improvement method 有权
标题翻译：地面改良方法
公开(公告)号：JP2008169648A
公开(公告)日：2008-07-24
申请号：JP2007004920
申请日：2007-01-12
申请人： Ieshima Kensetsu Kk , Imori Kogyo Kk , Kokudo Sogo Kensetsu Kk , Toyo Constr Co Ltd , 井森工業株式会社 , 国土総合建設株式会社 , 家島建設株式会社 , 東洋建設株式会社
发明人： ISANO TAKASHI
IPC分类号： E02D3/10 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method eliminating a need for an attaching/detaching mechanism for making a leader take a reaction force and eliminating a need for a driving-back process of an outer pipe before discharging gravel.
SOLUTION: A double pipe 1 comprising an outer pipe 2 and an inner pipe 3 is supported by a lifting unit 6 which is ascendable/descendable along a leader of a construction machine. The double pipe 1 is inserted into the ground G to a predetermined depth while the outer pipe 3 is rotated by a rotation mechanism 7 in the lifting unit 6 (A). Then, the double pipe 1 is pulled out by a predetermined distance while reversely rotating the outer pipe 2, and the gravel M in the inner pipe 3 is discharged into the ground G, so that a gravel pillar P1 may be formed (B). After that, the double pipe 1 is pressed down by the intermediary of the rotary unit 6 by winch operation while reversely rotating the outer pipe 2, so that an enlarged-diameter pillar P2 may be formed (C). Then the pulling-out and pressing-down operation of the double pipe 1 is repeated to form the enlarged-diameter pile P comprising the continuously arranged enlarged-diameter pillars P2 in the ground (E).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地面改进方法，不需要用于使领导者采取反作用力的安装/拆卸机构，并且在排出砾石之前不需要外管的回退过程。解决方案：包括外管2和内管3的双管1由提升单元6支撑，升降单元6沿着建筑机械的引导件上升/下降。双层管1通过提升单元6（A）中的旋转机构7而被旋转到预定深度，而外管3旋转。然后，在将外管2反向旋转的同时将双管1拉出预定距离，将内管3中的砾石M排出到地面G中，从而形成砾石柱P1（B）。之后，通过绞盘操作，通过旋转单元6的中间部将双管1压下，同时使外管2反向旋转，从而可以形成扩径直径的柱P2（C）。然后重复双管1的拉出和压下操作，以形成包括在地面（E）中连续排列的扩径柱P2的扩径桩P. 版权所有（C）2008，JPO＆INPIT

68. 发明专利

JP2007285348A Clamp device and auxiliary member for clamp device 审中-公开
标题翻译：钳夹装置和辅助装置夹持装置
公开(公告)号：JP2007285348A
公开(公告)日：2007-11-01
申请号：JP2006110912
申请日：2006-04-13
申请人： Maeda Corp , Sekisui Chem Co Ltd , Toyo Constr Co Ltd , 前田建設工業株式会社 , 東洋建設株式会社 , 積水化学工業株式会社
发明人： MURATA MASAHIRO , TAKEMATSU TOSHIYUKI , UTATSU YOICHI , FUJIO YOSHINARI
IPC分类号： F16L47/02 , B29C65/34 , F16B1/02 , F16B2/10 , F16B11/00
CPC分类号： B29C66/5221 , B29C65/7802 , B29C66/1122 , B29C66/5229
摘要： PROBLEM TO BE SOLVED: To provide a clamp device and an auxiliary member for a clamp device which spoils no quality of junction of an electrofusion joint even when piping work is performed before the completion of fusion, enables a prompt execution because of the conduct of the piping work prior to the completion of fusion, and scratches no surface of a resin tube.
SOLUTION: A clamp member 15La and a clamp member 15Ra are provided to a plinth 14 adjacent to the electrofusion joint 12 of the clamp device in a state that the resin tube 11L and the resin tube 11R remains inserted in an insertion hole 12La and an insertion hole 12Ra respectively. The insertion hole 12La and the insertion hole 12Ra are provided to both ends of the electrofusion joint 12, and the clamp member 15La and the clamp member 15Ra are used for fixing an insertion end 11La and an insertion end 11Ra respectively. A clamp member 15Lb and a clamp member 15Rb are provided side by side on the side which is far from the clamp member 15La and the clamp member 15Ra respectively with respect to the insertion hole 12La and the insertion hole 12Ra in order to prevent the insertion end 11La and the insertion end 11Ra from moving when an external force is exerted on the resin tubes 11L, 11R.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供夹紧装置和夹持装置的辅助构件，即使在融合完成之前执行管道工作时，也不会损坏电熔接头的接合质量，因此能够迅速执行在熔融完成之前进行管道工作，并且不刮伤树脂管的表面。解决方案：在树脂管11L和树脂管11R保持插入插入孔12La的状态下，将夹紧构件15La和夹紧构件15Ra设置在与夹紧装置的电熔接头12相邻的底座14上和插入孔12Ra。插入孔12La和插入孔12Ra设置在电熔接头12的两端，并且夹紧构件15La和夹持构件15Ra分别用于固定插入端11La和插入端11Ra。在夹持构件15La和夹紧构件15Ra分别相对于插入孔12La和插入孔12Ra并排设置夹持构件15Lb和夹持构件15Rb，以防止插入端 11La和插入端11Ra在外力作用在树脂管11L，11R上时移动。版权所有（C）2008，JPO＆INPIT

69. 发明专利

JP2007255006A Method of joining steel column and precast pile 有权
标题翻译：钢管和预制桩的加工方法
公开(公告)号：JP2007255006A
公开(公告)日：2007-10-04
申请号：JP2006078955
申请日：2006-03-22
申请人： Maeda Corp , Toyo Constr Co Ltd , Zenitaka Corp , 前田建設工業株式会社 , 東洋建設株式会社 , 株式会社錢高組
发明人： KONNO OSAMU , YAMASHITA SHUNEI , NARUSE TADASHI , FUJISHIMA TAISUKE , MINE CHIKAHITO , IGARASHI HARUTO , ITO HITOSHI , AOKI MASA , YAMAZAKI TORU
IPC分类号： E02D27/12 , E02D27/00 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a method of joining a steel column and a precast pile shortening a construction period and reducing cost by dispensing with a base plate, an anchor frame, or the like unlike a conventional method and absorbing a construction error of the precast pile in a reliable manner to improve work efficiency.
SOLUTION: In the method of joining the steel column and the precast pile, an erection frame comprising vertical frames, a lower frame and an upper frame is installed in a predetermined horizontal position of the upper end of the precast pile. A plurality of first main reinforcements and a plurality of second main reinforcements shorter than the first main reinforcements are fixed to the upper end of the precast pile, and after winding hoops, concrete is placed to the lower part of the upper frame. After erecting the steel column to be inserted in the erection frame, third main reinforcements are joined to the second main reinforcements, and the hoops are wound. Concrete is then placed above the upper frame.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种连接钢柱和预制桩，缩短施工周期并且通过分配基板，锚架等而不同于常规方法并且吸收结构来降低成本预制桩的误差可靠，提高工作效率。解决方案：在连接钢柱和预制桩的方法中，将包括垂直框架，下框架和上框架的竖立框架安装在预制桩上端的预定水平位置。多个第一主加强件和比第一主加固件短的多个第二主加固件固定到预制桩的上端，并且在缠绕箍之后，将混凝土放置在上框架的下部。在竖立架设框架后的钢柱后，将第三主加强件连接到第二主加强件上，并将环箍缠绕。然后将混凝土放置在上框架的上方。版权所有（C）2008，JPO＆INPIT

70. 发明专利

JP2007170008A Liquefaction countermeasuring method 审中-公开
标题翻译：液化计量方法
公开(公告)号：JP2007170008A
公开(公告)日：2007-07-05
申请号：JP2005367886
申请日：2005-12-21
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： OKA KENJIRO
IPC分类号： E02D3/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a liquefaction countermeasuring method sufficiently coping with a large-scale earthquake without raising an improvement rate, and also used for the ground directly under an existing structure.
SOLUTION: Continuous inclined walls 2, 3 are constructed in the ground directly under an existing tank T so as to be in X-shape arrangement by a high pressure jet mixing method, and continuous vertical wall 4, 5 are constructed on both sides thereof by the same high pressure jet mixing method. A lower side area S1 of the continuous inclined walls 2, 3 of X-shape arrangement, and areas S2, S3 between the continuous inclined walls 2, 3 of X-shape arrangement and the continuous vertical walls 4, 5 on both sides thereof, are formed as closed areas to prevent liquefaction in the closed areas S1-S3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供充分应对大规模地震而不提高改进率的液化对策方法，并且还可以直接在现有结构下用于地面。
解决方案：连续倾斜壁2,3直接在现有罐T的地下构建，通过高压喷射混合法处于X形排列，连续垂直壁4,5分别构造在通过相同的高压喷射混合方法。 X形排列的连续倾斜壁2,3的下侧区域S1和X形排列的连续倾斜壁2,3之间的区域S2，S3和其两侧的连续垂直壁4,5，形成为封闭区域以防止在闭合区域S1-S3中液化。版权所有（C）2007，JPO＆INPIT

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