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1. 发明专利

JP2008255602A Variable cross-section tower-like structure constructed by precast construction method 有权
标题翻译：通过预测结构方法构建的可变横截面塔式结构
公开(公告)号：JP2008255602A
公开(公告)日：2008-10-23
申请号：JP2007097127
申请日：2007-04-03
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , SATO TAKUMI , MURANO KOSAKU , YAMANAKA NORIYUKI
IPC分类号： E04H12/16
CPC分类号： E04H12/16 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To construct the whole of a variable cross-section tower-like structure such as a wind power generation tower, including a tubular body with a formed opening by using a precast construction method. SOLUTION: In a lowermost block B 0 , a precast tower-like body 16 with an opening, the opening 18 of which is formed at a downside with respect to a precast tubular body 17 of a boundary and which has a thickened portion 19 thickened to the side of an inner peripheral surface over a prescribed range in a circumferential direction with respect to the opening 18 is arranged; prestressing steel 14 which is extended from the side of a foundation 12 is anchored to an outer peripheral portion of the top surface of the precast tubular body 17; prestressing steel 14A corresponding to the thickened portion 19 among pieces of prestressing steel extended to the side of an upper-side precast tubular body 5 has an anchoring portion on the side of the foundation 12, and inserted through the thickened portion 19 so as to be extended to the side of the precast tubular body 5; and unbonded prestressing steel 28 which is arranged in a location except the thickened portion 19, anchored to an inner peripheral portion of an undersurface of the precast tubular body 17, and extended to the side of the precast tubular body 5. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过使用预制构造方法来构造整体的具有形成开口的管状体的风力发电塔等整体的截面塔式结构。解决方案：在最下面的块B 0 中，具有开口的预制塔状体16，其开口18相对于预制管状体17形成在下侧并且具有相对于开口18在周向上在规定范围内增厚的内周面侧的增厚部19; 从基座12的侧面延伸的预应力钢14被锚定在预制管体17的上表面的外周部; 延伸到上侧预制管状体5一侧的预应力钢片中的与加厚部19对应的预应力钢14A，在基础部件一侧具有锚固部，并且通过加厚部19插入，延伸到预制管状体5的侧面; 和未粘合的预应力钢28，其布置在除了加厚部分19之外的位置，锚固在预制管状体17的下表面的内周部分并延伸到预制管状体5的侧面。版权所有：（C）2009，JPO＆INPIT

2. 发明专利

JP2006299631A Tower structure having non-uniform cross section, constructed by precast construction method 有权
标题翻译：具有非均匀交叉部分的塔式结构，由预制构造方法构成
公开(公告)号：JP2006299631A
公开(公告)日：2006-11-02
申请号：JP2005122190
申请日：2005-04-20
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO TAKUMI , NOMOTO SADAHISA , MURANO KOSAKU
IPC分类号： E04H12/16
摘要： PROBLEM TO BE SOLVED: To construct a tower structure which has a non-uniform cross section as a whole, and is formed of precast cylindrical bodies that each have the same cross section in an axial direction.
SOLUTION: The tower structure is divided into blocks B
1 to B
4 in a height direction corresponding to the plurality of precast cylindrical bodies 5 to 8. To construct the tower structure, the precast cylindrical bodies 5 to 8 are piled up on each other on condition that the precast cylindrical bodies 5 to 8 each have the same cross section in the axial direction, and boundary precast cylindrical bodies 9 to 11 which each have almost the same outer diameter as that of a lower-stage precast cylinder body and almost the same inner diameter as that of an upper-stage precast cylindrical body, are interposed at a boundary portion between the blocks. In this manner the tower structure has such the non-uniform cross section that the external diameter is progressively and stepwise contracted in a height direction. Further, in the boundary precast cylindrical bodies 9 to 11, prestressing steel members 14 extended from the lower-stage precast cylindrical body are each anchored to an upper external surface of each of the boundary precast cylindrical bodies 9 to 11, and prestressing steel members 28 extended to the upper-stage precast cylindrical body are each anchored to a lower internal surface of each boundary precast cylindrical body.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：构造整体截面不均匀的塔架结构，并且由在轴向上具有相同横截面的预制圆筒体形成。解决方案：塔架结构在对应于多个预制圆筒体5至8的高度方向上分为块B 1 至B 4 。在塔架结构中，预制圆柱体5至8彼此堆叠，条件是预制圆柱体5至8在轴向方向上具有相同的横截面，边界预制圆柱体9至11各自具有与下段预制筒体相同的外径和与上段预制圆柱体的内径几乎相同的内径插入块之间的边界部分。以这种方式，塔架结构具有这样的不均匀的横截面，即外径在高度方向逐渐收缩。此外，在边界预制圆柱体9至11中，从下阶段预制圆柱体延伸的预应力钢构件14各自锚定到每个边界预制圆柱体9至11的上外表面，并且预应力钢构件28 延伸到上段预制圆筒体各自锚定到每个边界预制圆柱体的下内表面。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2009235876A Rainwater storage structure having ground permeation function 有权
标题翻译：具有地面渗透功能的雨水储存结构
公开(公告)号：JP2009235876A
公开(公告)日：2009-10-15
申请号：JP2008086597
申请日：2008-03-28
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , MURANO KOSAKU , YAMANAKA NORIYUKI , YASUI KENTARO
IPC分类号： E03F1/00
摘要： PROBLEM TO BE SOLVED: To provide a rainwater storage structure having a ground permeation function capable of saving the labor in a construction method and reducing the cost, effectively using a storage space, adding the permeation function corresponding to any optional underground water level in the rain water storage structure, and having the functions of the flood regulation and water utilization of the stored rainwater. SOLUTION: A rainwater storage space 6 is formed of a sidewall 3 formed by placing a hollow circular tube 2 in the ground adjacent thereto in the horizontal direction, and an upper floor slab 4 and a lower floor slab 5, and an intermediate pillar 7 consisting of the hollow circular tube is erected. A part of the hollow circular tube groups 2, etc. form a hollow circular tube 2A for flowing rainwater in which rainwater from the outside flows out in the rainwater storage space 6 through the tube. The other part of the hollow circular tube groups 2, etc. form a hollow circular tube 2B for ground penetration in which a ground penetration hole 13 with rainwater in the rainwater storage space 6 is discharged into the ground through the tube by providing a non-return valve 12 for permitting only the flow-out to the ground in a tubular wall part placed while extending in a deep layer side ground over the lower floor slab 5. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有地面渗透功能的雨水存储结构，能够在施工方法中节省劳动力并降低成本，有效地使用存储空间，添加与任何可选的地下水位对应的渗透功能在雨水储存结构中，具有储存雨水的洪水调节和水利用功能。解决方案：雨水储存空间6由侧壁3形成，该侧壁3通过在与水平方向相邻的地面中放置中空圆形管2，以及上层楼板4和下层板5以及中间圆形管2 由中空圆管构成的支柱7竖立。中空圆管组2等的一部分形成用于流动雨水的中空圆形管2A，其中来自外部的雨水通过管在雨水收集空间6中流出。中空圆管组2等的另一部分形成用于地面穿透的中空圆管2B，其中通过提供非空心圆管2将雨水存储空间6中的雨水的地面穿透孔13通过管排出到地面中，回流阀12，用于仅允许在位于下层楼板5的深层侧地面中延伸的管状壁部分中的流出地面。（C）2010年，JPO和INPIT

4. 发明专利

JP2009235850A Joint structure of precast concrete member 有权
标题翻译：预制混凝土构件的联合结构
公开(公告)号：JP2009235850A
公开(公告)日：2009-10-15
申请号：JP2008085771
申请日：2008-03-28
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , MURANO KOSAKU , YAMANAKA NORIYUKI
IPC分类号： E04B1/61 , E04G21/12 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To reduce construction cost by making a welding operation on site unnecessary and reducing the amount of used grout material; to improve external appearance by making the width of a joint portion small.
SOLUTION: Embedded members 5 for anchorage respectively jointed to reinforcing bars 4 disposed in plural stages in the vertical direction are embedded in a joint end face of one divided precast cylinder body 2. The embedded member 5 for anchorage is formed with pocket-shaped notched grooves 6 whose opening faces the outside, and formed with vertical grooves 7 having a same shape as the notched groove 6 and vertically continued by forming the notched grooves in concrete along the vertical direction. Reinforcing bars 8 disposed in plural stages in the vertical direction are installed in a joint end face of the other divided precast cylinder body 3 so as to project up to the outside, and anchorage members 9 fitted to the pocket-shaped notched grooves 6 are fixed to the tip end of the reinforcing bars 8 respectively.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过现场进行焊接操作不必要地减少使用的灌浆材料的量来降低施工成本; 通过使接合部的宽度变小而改善外观。解决方案：用于分别接合在垂直方向上设置成多级的钢筋4的用于锚固的嵌入构件5嵌入在一个分割的预制缸体2的接合端面中。用于锚固的嵌入构件5形成有袋状，其开口面向外部形成有凹槽6，并且形成有与凹槽6相同形状的垂直槽7，并且沿垂直方向形成混凝土中的凹口槽并且垂直地延伸。在另一个分割的预制缸体3的接合端面上安装在垂直方向上设置成多级的加强筋8，从而向外突出，并且固定在口袋形切口槽6上的固定件9固定分别到钢筋8的末端。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010223113A WIND POWER GENERATION FACILITY ON THE OCEAN, AND METHOD FOR CONSTRUCTING THE SAME 审中-公开
公开(公告)号：JP2010223113A
公开(公告)日：2010-10-07
申请号：JP2009071880
申请日：2009-03-24
申请人： TODA CONSTRUCTION , NIPPON HUME CORP
发明人： KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , MURANO KOSAKU , YAMANAKA NORIYUKI
IPC分类号： F03D9/00 , B63B22/20 , B63B35/00 , B63B35/38 , F03D11/04
摘要： PROBLEM TO BE SOLVED: To provide a wind power generation facility on the ocean easily and safely assembled on the ocean, and also having such advantages that maintenance is easily performed and safety in strong winds or ocean waves is ensured. SOLUTION: This wind power generation facility on the ocean includes: a floating body 2; a deck 3 set on the upper portion of the floating body 2; mooring ropes connected to the deck 3; a tower 5 disposed upright on the deck 3; and a nacelle 6 and a plurality of wind mill blades 7, 7... installed on the top of the tower 5. The floating body 2 has a spar-type floating structure in which a plurality of concrete precast cylindrical bodies is tiered in a height direction, the precast cylindrical bodies are tightly linked to each other by prestressing steel so as to be integrated, and also a bottomed hollow portion with an upper end opened is provided. During construction, the tower 5 is freely lifted up and down by a tower lifting equipment 8 provided on the deck 3, and stored inside of the floating body 2. COPYRIGHT: (C)2011,JPO&INPIT

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