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1. 发明专利

JP2002180648A STAINLESS FLOOR CONSTRUCTION METHOD AND STAINLESS FLOOR 失效
公开(公告)号：JP2002180648A
公开(公告)日：2002-06-26
申请号：JP2000375175
申请日：2000-12-08
申请人： KAJIMA CORP , FUJI PS CORP
发明人： MORITA MITSURU , IZAKI YUICHI , TOMITA AKIO , IMAI HIROSHI , HONMA KANSUKE , MEGURO HIDEYUKI , KAWAMOTO KATSUMI , TANAKA YASUCHIKA , SONODA KOKI
IPC分类号： E04B5/02 , B32B7/04 , B32B15/18 , E04B5/43 , E04B5/48 , E04C2/28 , E04F15/06 , E04F21/20
摘要： PROBLEM TO BE SOLVED: To provide a stainless floor capable of being constructed at a low cost, not increasing a height of a floor position, and sufficiently ensuring the waterproof property. SOLUTION: This stainless floor construction method is applied for constructing a stainless floor on a bed 2, stainless plates 1 (1A, 1B, 1C) are placed on supporting pieces 3 mounted on the bed 2, a feed hose 6 is inserted into a groove part 4 formed on the bed 2 side at a lower part of the stainless plates 1 (1A, 1B, 1C), and a filler material is discharged from the feed hose 6 to feed the filler between the bed 2 and the stainless plate 1 (1A, 1B, 1C), whereby the stainless plate 1 (1A, 1B, 1C) are integrated with the bed 2 by the filler material to form the stainless floor.

2. 发明专利

JP2008127856A Aseismic reinforcing structure 有权
标题翻译： ASEISMIC加固结构
公开(公告)号：JP2008127856A
公开(公告)日：2008-06-05
申请号：JP2006314306
申请日：2006-11-21
申请人： Fuji Ps Corp , Kajima Corp , 株式会社富士ピー・エス , 鹿島建設株式会社
发明人： OMIKA YUKIHIRO , MASHIMA MITSUO , ARAKI HARUYUKI , SEKIGUCHI TOMOFUMI , NAGAO YASUHIRO , SUGANO NORITAKA , TANAKA YASUCHIKA , HAYASHIDA NORIMITSU
IPC分类号： E04G23/08 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismic reinforcing structure which prevents increase of the weight of reinforcing columns and reinforcing beams, and ensures daylighting performance and ventilation performance, to thereby maintain a use environment.
SOLUTION: The aseismic reinforcing structure is constructed along a plane of structure of an existing building, and formed of the reinforcing columns arranged at locations other than a window location of the existing building, the reinforcing beams arranged at locations other than the window location of the existing building, and a reinforcing foundation. According to the structure, tendons are strained between at least a pair of mutually opposed corners of a frame structure formed of the reinforcing columns and the reinforcing beams, and therefore not only increase of the weight of the reinforcing columns and the reinforcing beams is prevented but also the daylighting performance and ventilation performance are ensured, to thereby maintain the use environment.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供防止加强柱和加强梁的重量增加的抗震加强结构，并且确保采光性能和通风性能，从而保持使用环境。解决方案：抗震加固结构沿着现有建筑物的结构平面构造，并由布置在现有建筑物的窗口位置之外的加强柱构成，加强梁布置在除窗户之外的位置现有建筑物的位置，以及加固基础。根据该结构，腱在由加强柱和加强梁形成的框架结构的至少一对彼此相对的角部之间变形，因此不仅增加了加强柱的重量并且防止了加强梁，而且同时保证采光性能和通风性能，从而保持使用环境。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2005163432A Antiseismic reinforcing frame using tension material 有权
标题翻译：抗张强化框架使用张力材料
公开(公告)号：JP2005163432A
公开(公告)日：2005-06-23
申请号：JP2003405516
申请日：2003-12-04
申请人： Fuji Ps Corp , Kajima Corp , 株式会社富士ピー・エス , 鹿島建設株式会社
发明人： OMIKA YUKIHIRO , MASHIMA MITSUO , ARAKI HARUYUKI , TOMOSUMI HIROAKI , SEKIGUCHI TOMOFUMI , NAGAO YASUHIRO , SUGANO NORITAKA , TANAKA YASUCHIKA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To secure architectural functions such as the appearance, daylighting performance, ventilating performance and convenience of an existing building to the maximum while continuing the service condition in the building in adding an antiseismic reinforcing frame to the existing building.
SOLUTION: The antiseismic reinforcing frame 1 is composed of reinforcing columns 2 constructed along columns 5 of a frame outside the plane of structure of the frame comprising the columns 5 and beams 6 of the existing building, and joined to the frame; reinforcing foundations 3 constructed around foundations 7 of the existing building to support the reinforcing columns 2; and one or more tension materials 4 stretched inclining with respect to the vertical between the reinforcing column 2 and the reinforcing foundation 3. The antiseismic reinforcing frame 1 is integrated with the existing building at the reinforcing columns 2 and the reinforcing foundations 3, and tensile force is led into the tension materials 4 so that the tension materials 4 and the reinforcing foundations 3 bear a part of seismic force inputted to the existing building.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了在现有建筑物中增加抗震加固框架的同时，继续建筑物的使用条件，确保现有建筑物的外观，采光性能，通风性能和便利性等建筑功能。解决方案：抗震加固框架1由围绕现有建筑物的立柱5和梁6的框架结构外侧框架的柱5构成的加强柱2组成，并且连接到框架; 在现有建筑物的基座7周围加固基座3，以支撑加强柱2; 并且一个或多个张力材料4相对于加强柱2和加强基座3之间的垂直方向倾斜。防震加强框架1与现有的建筑物在加强柱2和加强基座3处成一体，并且张力被引导到张力材料4中，使得张力材料4和加强基座3承受输入到现有建筑物的地震力的一部分。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2014173319A Aseismic reinforcement structure and aseismic reinforcement method 有权
标题翻译： ASEISMIC加固结构和ASEISMIC加固方法
公开(公告)号：JP2014173319A
公开(公告)日：2014-09-22
申请号：JP2013046418
申请日：2013-03-08
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Fuji Ps Corp , 株式会社富士ピー・エス
发明人： MIWA AKIHIRO , UENAGA MICHIRO , NAKAMURA SHIGERU , SUZUKI SHINYA , SUGANO NORITAKA , TANAKA YASUCHIKA , YAGINUMA HIROMI , HAMAMOTO TETSUJI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismic reinforcement structure and an aseismic reinforcement method capable of shortening a construction period without hindering an aseismic reinforcement function while curbing noise, vibration and scatter of dust.SOLUTION: A PCa reinforcement frame 20 (a reinforcement column 22 and a reinforcement beam 23) to reinforce a building 1 is joined to an existing beam 5 and an existing column 7 of the building 1 through a PCa slab 30 (a column side PCa slab 33 and a beam side PCa slab 34). Joint cotters 27 (building side joint cotters 28 and reinforcement side joint cotters 29) are embedded in joint sections between the PCa slab 30 (the column side PCa slab 33 and the beam side PCa slab 34) and the building 1 and between the PCa slab 30 (the column side PCa slab 33 and the beam side PCa slab 34) and the reinforcement frame 20 (the reinforcement column 22 and the reinforcement beam 23).
摘要翻译：要解决的问题：提供抗震加固结构和抗震加固方法，能够缩短施工周期而不阻碍抗震加固功能，同时抑制灰尘的噪声，振动和散射。解决方案：PCa加固框架20（加固柱22 和加强梁23）通过PCa板30（柱侧PCa板33和梁侧PCa板34）连接到建筑物1的现有梁5和现有柱7。接头孔27（建筑侧接头开口28和加强侧接头孔29）嵌入在PCa板30（柱侧PCa板33和梁侧PCa板34）与建筑物1之间以及PCa板 30（柱侧PCa板33和梁侧PCa板坯34）和加强框架20（加强柱22和加强梁23）。

5. 发明专利

JP2008057109A Anchoring device for tendon and anchoring method for tendon 有权
标题翻译：用于TENDON的锚固和锚固方法的锚固装置
公开(公告)号：JP2008057109A
公开(公告)日：2008-03-13
申请号：JP2006231562
申请日：2006-08-29
申请人： Fuji Ps Corp , Se Corp , 株式会社エスイー , 株式会社富士ピー・エス
发明人： TANAKA YASUCHIKA , KIBE HIROSHI , KAWADA HIROSHI
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To anchor a tension member in an already constructed structural body even when a space for rotating the tendon cannot be ensured on the outside of the structural body and the tendon has no sufficient torsional rigidity. SOLUTION: This anchoring device 1 for anchoring the tendon 9 to be anchored in the structural body 8 after constructing the structural body 8 is composed of an anchoring member 2 to be buried in the structural body 8 rotatably and a pipe member 3 having such inside diameter that allows insertion of the tendon 9, connected with the anchoring member 2 at one end, exposed on a surface of the structural body 8 at the other end, and arranged in the structural body 8 to rotate together with the anchoring member 2. By rotating the pipe member 3, the anchoring member 2 is rotated. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使在结构体的外侧不能确保用于旋转腱的空间的情况下，也可以将已经构造的结构体中的张紧构件锚固，并且腱没有足够的扭转刚性。解决方案：在构造结构体8之后，锚固在结构体8中的锚固装置1的锚固装置1由可旋转地埋在结构体8中的锚固构件2和具有这样的内径允许在一端与固定构件2连接的腱9在另一端暴露在结构体8的表面上，并且布置在结构体8中以与锚定构件2一起旋转通过旋转管构件3，锚定构件2旋转。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2004011210A MAIN TOWER FOR WIND-POWER GENERATION FACILITY 审中-公开
公开(公告)号：JP2004011210A
公开(公告)日：2004-01-15
申请号：JP2002164182
申请日：2002-06-05
申请人： FUJI PS CORP
发明人： FUJIMOTO YOSHIO , SUGANO NORITAKA , YAMASHITA SHOGO , TANAKA YASUCHIKA
IPC分类号： E04H12/16 , E04C3/34 , F03D11/04
摘要： PROBLEM TO BE SOLVED: To provide a main tower for a wind-power generation facility efficiently conducting transport of materials and assembly works. SOLUTION: Since the wind-power generation facility is constituted by combining concrete elements divided in the peripheral direction and the concrete elements divided in the longitudinal direction respectively, the transport to an installation field and assembly works can be conducted efficiently even when the diameter of a main tower is increased. COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2015025314A プレキャストコンクリート躯体の構築方法有权
标题翻译：预制混凝土的施工方法
公开(公告)号：JP2015025314A
公开(公告)日：2015-02-05
申请号：JP2013156285
申请日：2013-07-29
申请人：正行浜原 , Masayuki Hamahara , 正行浜原 , オリエンタル白石株式会社 , Oriental Shiraishi Corp , 極東鋼弦コンクリート振興株式会社 , Kyokuto Kogen Concrete Shinko Co Ltd , 大日本土木株式会社 , Dai Nippon Construction , 大豊建設株式会社 , Daiho Constr Co Ltd , 東洋建設株式会社 , Toyo Constr Co Ltd , 飛島建設株式会社 , Tobishima Corp , 株式会社Nippo , Nippo Corp , 株式会社富士ピー・エス , Fuji Ps Corp , 前田建設工業株式会社 , Maeda Corp , 三井住友建設株式会社 , Sumitomo Mitsui Construction Co Ltd
发明人： HAMAHARA MASAYUKI , YAMAGUCHI SHO , NAWATA MASAMI , KATO TAKEHIKO , KUMADA MASAKANE , MINAGAWA SHIGERU , ARAKANE NAOKI , HORINOUCHI RYO , MUTOU YASUO , TANAKA YASUCHIKA , HORI SHINSUKE , EGASHIRA HIROSHI
IPC分类号： E04B1/22
摘要：【課題】プレストレスによる二次応力の影響を考慮することなく容易に設計することが可能なプレキャストコンクリート躯体の構築方法を提供する。【解決手段】複数の柱10の上面に接合された接合部材30間に梁20を架設させたプレキャストコンクリート躯体の構築方法において、少なくとも接合部材30から梁20に亘りPC鋼材を配置するとともにこれを緊張させることにより、梁20の長手方向に向けてプレストレスを導入し、その後柱10と接合部材30との間に経時硬化性材を充填固化することによりこれらを互いに接合することを特徴とする。【選択図】図1
摘要翻译：要解决的问题：提供一种预制混凝土骨架的施工方法，其可以容易地设计而不考虑由预应力引起的二次应力的影响。解决方案：在预制混凝土骨架的施工方法中，其中梁 20连接在与多个塔10的上表面接合的接头构件30之间，预应力混凝土钢至少从接头构件30布置到梁20上并张紧以在梁20的纵向方向上引入预应力。随后，时间可固化材料在柱10和接头构件30之间填充并固化，使得它们可以彼此接合。

8. 发明专利

JP2014109173A Column-beam joint structure, column-beam joint method, and precast concrete column head member 有权
标题翻译：柱梁接头结构，柱梁接头方法和预制混凝土柱头部件
公开(公告)号：JP2014109173A
公开(公告)日：2014-06-12
申请号：JP2012265299
申请日：2012-12-04
申请人： Fuji Ps Corp , 株式会社富士ピー・エス
发明人： SUGANO NORITAKA , TANAKA YASUCHIKA , TAKESHITA OSAMU
IPC分类号： E04B1/21 , E04B1/22 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint structure useful for labor saving of work on a construction site and shortening of a construction period, a column-beam joint method, and a precast concrete column head member.SOLUTION: In a column-beam joint structure 1 for joining a column 10 and a PCa beam 20 together, a PCa column head member 40 comprises a column joint 50 for being joined to a longitudinal end of the column 10, and a beam joint 60 that overhangs sideward from the column joint 50; an approximately recess-shaped joint groove 70 is formed in the beam joint 60 from a groove bottom for placing the PCa beam 20, and a groove side face part that is erected in a facing state from the groove bottom; and the PCa beam 20 is attached to the joint groove 70 and joined to the beam joint 60.
摘要翻译：要解决的问题：提供一种用于节省施工现场工作和缩短施工周期的柱梁接头结构，柱梁接头法和预制混凝土柱头构件。解决方案：在列用于将柱10和PCa梁20连接在一起的光束接头结构1，PCa柱头构件40包括用于连接到柱10的纵向端部的柱接头50和从接头10的侧向向外突出的梁接头60 柱接头50; 从用于放置PCa梁20的槽底部的梁接头60形成大致凹状的接合槽70，以及从槽底部以面对状态竖立的槽侧面部，并且PCa梁20附接到接合槽70并且接合到梁接头60。

9. 发明专利

JP2004116113A Construction method of stepped slab 有权
标题翻译：步进式SLAB的构造方法
公开(公告)号：JP2004116113A
公开(公告)日：2004-04-15
申请号：JP2002280197
申请日：2002-09-26
申请人： Fuji Ps Corp , 株式会社富士ピー・エス
发明人： NAGAO YASUHIRO , SUGANO NORITAKA , OKAMOTO KAZUYOSHI , YAMASHITA SHOGO , TANAKA YASUCHIKA
IPC分类号： E04B5/36 , E04B5/32 , E04B5/38
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a stepped slab that can form a floor without a step between a bathroom or the like and the other room in order to obtain a barrier-free house.
SOLUTION: The construction method of a stepped slab integrating a first slab element and a second slab element via a step sets the first slab element and the second slab element in an overlap position, arranges reinforcements in the overlap position and places concrete without to integrate them. A stepless floor of a long span can be constructed at a low cost.
COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2010095957A Pc beam joint part structure 有权
标题翻译： PC光束接头部分结构
公开(公告)号：JP2010095957A
公开(公告)日：2010-04-30
申请号：JP2008269482
申请日：2008-10-20
申请人： Fuji Ps Corp , 株式会社富士ピー・エス
发明人： SUGANO NORITAKA , TANAKA YASUCHIKA , HAYASHIDA NORIMITSU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a PC beam joint part structure increased in proof stress against cracking while reducing stress applied to beam reinforcements to reduce end main reinforcements.
SOLUTION: The PC beam joint part structure for joining a precast prestressed concrete beam to a column is constituted by laying a PC beam horizontally on a column capital part, connecting the ends of the column and PC beam thereon, placing a PC block body having an insertion hole for inserting a column main reinforcement extending upward from the column capital part, and placing concrete to integrate reinforcements projected from the end of the PC beam, the column main reinforcements, hoops, the PC block body, and the PC beam. Proof stress against cracking is thereby increased, stress applied to the beam reinforcements is reduced, and the end main reinforcements are reduced.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供PC梁接头部件结构，增加了抗开裂的抗应力，同时减少了施加到梁加强件上的应力，以减少端部主增强。
解决方案：将预制预应力混凝土梁与柱连接的PC梁接头部分结构是通过将PC梁水平放置在柱首部上，将柱的端部和PC梁连接在其上，将PC块主体具有用于插入从主体部分向上延伸的柱主加强件的插入孔，并且将混凝土整合到从PC梁的端部突出的增强件，柱主加强件，箍，PC块体和PC梁。因此，抗裂纹的抗应力增加，施加到梁加强件的应力减小，并且末端主加强件减小。版权所有（C）2010，JPO＆INPIT

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