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公开(公告)号：JP2009019551A
公开(公告)日：2009-01-29
申请号：JP2007182223
申请日：2007-07-11
Applicant: Kurosawa Construction Co Ltd , 黒沢建設株式会社
Inventor： KUROSAWA RYOHEI , TANABE KEIZO
CPC classification number: Y02E10/72
Abstract: PROBLEM TO BE SOLVED: To provide a wind-power generator apparatus with effective reinforcement that eliminates the need for maintenance including rust prevention.
SOLUTION: In the wind-power generator apparatus 1, a wind-power generator 7 is installed on the top of a support pole 2 made of steel erected on a foundation plate 6, pre-cast concrete blocks 3 for reinforcement are fitted in the support pole 2 so as to cover the outer circumference thereof, and the pre-cast concrete blocks 3 are configured to combine at least halved concrete units 8.
COPYRIGHT: (C)2009,JPO&INPITAbstract translation: 要解决的问题：提供一种具有有效加强的风力发电机装置，其不需要维护，包括防锈。 解决方案：在风力发电机装置1中，风力发电机7安装在竖立在基础板6上的由钢制成的支撑杆2的顶部上，预制混凝土块3用于加强件 在支撑杆2中以覆盖其外周，并且预制混凝土块3构造成组合至少两半的混凝土单元8.版权所有（C）2009，JPO＆INPIT
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公开(公告)号：JP2009019550A
公开(公告)日：2009-01-29
申请号：JP2007182216
申请日：2007-07-11
Applicant: Kurosawa Construction Co Ltd , 黒沢建設株式会社
Inventor： KUROSAWA RYOHEI , TANABE KEIZO
CPC classification number: Y02E10/726
Abstract: PROBLEM TO BE SOLVED: To provide a wind-power generator apparatus that is installed in shorter period of time by reducing field jobs and with good efficiency even in a location that is disadvantageous in a site condition such as a remote place or a mountain, as well as with high rigidity without the need for maintenance including rust prevention.
SOLUTION: In a wind-power generator apparatus 1, provided is a support pole 5 in which a plurality of cylindrical pre-cast concrete blocks 4 are stacked on a foundation plate 3 installed on the ground 2, and these pre-cast concrete blocks 4 are joined with a predetermined pre-stresses being applied by tension materials 11 wired thereto. A wind-power generator 6 consisting of a nacelle 13, a rotor head 14, and blades 15 attached to the rotor head 14, is installed on the support pole 5.
COPYRIGHT: (C)2009,JPO&INPITAbstract translation: 要解决的问题：提供一种通过减少现场作业并且即使在诸如远程场所或场所的场所状况不利的位置也能够以较好的效率而在更短的时间内安装的风力发电机装置 山，以及高刚性，无需维护，包括防锈。 解决方案：在风力发电机装置1中，设置有多个圆柱形预制混凝土块4堆叠在安装在地面2上的基础板3上的支撑杆5，并且这些预制 混凝土块4通过与其连接的张力材料11施加预定的预应力接合。 由机舱13，转子头14和安装在转子头14上的叶片15组成的风力发电机6安装在支撑杆5上。（C）2009年，JPO＆INPIT
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公开(公告)号：JP2008127941A
公开(公告)日：2008-06-05
申请号：JP2006317048
申请日：2006-11-24
Applicant: Kurosawa Construction Co Ltd , 黒沢建設株式会社
Inventor： KUROSAWA RYOHEI , TANABE KEIZO
Abstract: PROBLEM TO BE SOLVED: To provide a structure and a method for joining a column and a beam together, which prevents damage and destruction of a connection section and the yield of a reinforcing bar of a beam-column joint, on the occurrence of a big earthquake, and a method for joining the column and the beam together, which makes a rigid frame excellent in deformation capacity and which enables a building to be returned to an original state even if it is tilted,.
SOLUTION: In this structure 1 for joining the column and the beam together, a joint end 7 of a precast concrete beam 3 is installed on the beam supporting cog of a precast concrete column 2. An upper through-hole 9, which penetrates from a top surface 13 of the precast concrete beam to the precast concrete column 2 through a butt end surface 14, a lower through-hole 10, and an intermediate through-hole 11 are formed; a high-strength steel material 8 is inserted into each of the upper and lower through-holes 9 and 10; an end of the high-strength steel material 8 in the upper through-hole 9 is arranged up to a top surface 13 of the precast concrete beam; the upper and lower through-holes 9 and 10 are filled with mortar 19; and a tension member 12 is inserted into the intermediate through-hole 11, so that a predetermined tension force can be imparted.
COPYRIGHT: (C)2008,JPO&INPITAbstract translation: 要解决的问题：提供一种将柱和梁结合在一起的结构和方法，其防止连接部的损坏和破坏以及梁柱接头的钢筋的屈服 大地震的方法以及将梁和梁结合在一起的方法，这使得变形能力优异的刚性框架即使倾斜也能使建筑物恢复到初始状态。 解决方案：在用于将柱和梁连接在一起的结构1中，预制混凝土梁3的接合端7安装在预制混凝土柱2的梁支撑齿上。一个上通孔9， 从预制混凝土梁的顶面13通过对接端面14穿过预制混凝土柱2，形成下通孔10和中间通孔11; 高强度钢材8插入到上通孔9和下通孔10中; 上通孔9中的高强度钢材8的端部布置成直到预制混凝土梁的顶面13; 上通孔9和下通孔10填满灰浆19; 并且张紧构件12插入到中间通孔11中，使得能够赋予预定的张力。 版权所有（C）2008，JPO＆INPIT
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Patent Agency Ranking
公开(公告)号：JP3703760B2
公开(公告)日：2005-10-05
申请号：JP2001387647
申请日：2001-12-20
IPC: E01D1/00 , E01D20060101 , E01D2/00 , E01D2/02 , E01D21/00 , E01D101/24 , E01D101/26 , E01D101/28
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公开(公告)号：JP3654889B2
公开(公告)日：2005-06-02
申请号：JP2003053718
申请日：2003-02-28
Applicant: 黒沢建設株式会社
CPC classification number: D07B1/0693 , D07B7/185 , D07B2201/2011 , D07B2201/2012 , D07B2201/2013 , D07B2201/2059 , D07B2201/2065 , D07B2401/2025 , D07B2501/2023 , D07B2801/12
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公开(公告)号：JP2004285639A
公开(公告)日：2004-10-14
申请号：JP2003077440
申请日：2003-03-20
Applicant: Kurosawa Construction Co Ltd , 黒沢建設株式会社
Inventor： TANABE KEIZO , KAWAI HIROKI , KASHIWAZAKI TSUKASA
Abstract: PROBLEM TO BE SOLVED: To provide a base-isolation structure, simplifying disposal of excavated surplus soil. SOLUTION: In this base-isolation structure 1, an upper structure 4 is constructed through a base isolation device 6 in the head of a foundation pile 5 driven in the ground 2, a space 8 for maintenance is formed only in the periphery of the foundation pile 5 between the upper structure 4 and the ground 2, and the spaces 8 for maintenance are connected to each other by a connecting passage 9. COPYRIGHT: (C)2005,JPO&NCIPI
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公开(公告)号：JP2004270253A
公开(公告)日：2004-09-30
申请号：JP2003061325
申请日：2003-03-07
Applicant: Kurosawa Construction Co Ltd , 黒沢建設株式会社
Inventor： KAWAI HIROKI , TANABE KEIZO , KASHIWAZAKI TSUKASA
Abstract: PROBLEM TO BE SOLVED: To provide a base-isolation structure, installing a base-isolation device without constructing a base on the ground.
SOLUTION: In this base-isolation structure 1, the base-isolation device 8 is installed on a foundation pillar 5 fixed by floor concrete 7 on the surface of the ground, an upper structure 4 formed of a flat slab foundation 3 is constructed on the base-isolation device 8, and the foundation pillar 5 is provided with a bracket 11 supporting a jack 10 installed in replacing the base-isolation device 8.
COPYRIGHT: (C)2004,JPO&NCIPIAbstract translation: 要解决的问题：为了提供基础隔离结构，在不在地面构造基座的情况下安装基座隔离装置。 解决方案：在这种基础隔离结构1中，基础隔离装置8安装在由地面混凝土7固定在地面上的基础支柱5上，由平板基础3形成的上部结构4是 在基座隔离装置8上构造，并且基础支柱5设置有支架11，支架11安装在更换底座隔离装置8中的千斤顶10上。（C）2004，JPO＆NCIPI
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