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1. 发明专利

JP2013199740A Formation method for shear reinforcement of concrete flat slab, road floor slab, and flat slab 有权
标题翻译：混凝土板，道路铺地板和平缝板的剪切加固形成方法
公开(公告)号：JP2013199740A
公开(公告)日：2013-10-03
申请号：JP2012067036
申请日：2012-03-23
申请人： Nippon Kaiser Kk , 日本カイザー株式会社 , Public Works Research Institute , 独立行政法人土木研究所
发明人： MATSUI SHIGEYUKI , KONNO HISASHI , MITAMURA HIROSHI , TOBISHIMA YASUFUMI
IPC分类号： E01D19/12 , E04B5/43 , E04C5/06 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To solve the problem that a conventional formation method for concrete flat slab is disadvantageous in manufacturing cost for reinforcement and trouble for arrangement of bars and further manufacturing costs are large with respect to a formation method for shear reinforcement of concrete flat slabs.SOLUTION: A formation method for shear reinforcement of a concrete flat slab formed by arranging upper-end bars, which are arranged longitudinally and laterally in a lattice shape and arranged at an upper position in a flat slab, and lower-end bars, which are arranged longitudinally and laterally in a lattice shape and arranged at a lower position in the flat slab, in a concrete form, and casting concrete in the concrete form includes: placing corrugated shearing reinforcement bars on the upper-end bars, side by side, in one direction from above or placing corrugated shearing reinforcement bars on the upper-end bars, side by side, in mutually orthogonal directions from above; and casting the concrete in the concrete form after fixing the shearing reinforcement bars to the upper-end bars by fixing means.
摘要翻译：要解决的问题：为了解决混凝土平板的常规成形方法对于钢筋的制造成本和棒的配置的麻烦以及制造成本的麻烦的问题，对于混凝土平板的剪切加固的形成方法而言是很大的。解决方案：通过布置纵向和横向布置成格子状并布置在平板中的上部位置的上端杆和下端杆而形成的混凝土平板的剪切增强的形成方法，其中纵向和横向布置成格子状，并且以混凝土形式布置在平板中的较低位置，混凝土形式的浇铸混凝土包括：将波纹剪切钢筋放置在上端杆上并排放置，在上方的一个方向上，在相互正交的方向上并排放置在上端杆上的波纹剪切钢筋以上; 并且通过固定装置将剪切钢筋固定到上端杆之后，以混凝土形式浇筑混凝土。

2. 发明专利

JP2007239449A Heat insulation structure and precast concrete body 有权
标题翻译：热绝缘结构和预制混凝土体
公开(公告)号：JP2007239449A
公开(公告)日：2007-09-20
申请号：JP2007059676
申请日：2007-03-09
申请人： Nippon Kaiser Kk , Schoeck Bauteile Gmbh , シェック・バウタイレ・ゲー・エム・ベー・ハーSchoeck Bauteile Gmbh , 日本カイザー株式会社
发明人： FRITSCHI HUBERT , TOBISHIMA YASUFUMI , ISHII NOBORU
IPC分类号： E04B1/80 , E04B1/00
CPC分类号： E04B1/0038
摘要： PROBLEM TO BE SOLVED: To provide a heat insulation structure which achieves application thereof to reinforcements of building constructions adjacent thereto, via the flexibility there in the construction field. SOLUTION: A heat insulator 7 of the heat insulation structure connected to both the building constructions is formed of at least three separate parts. Two of the parts include a leg portion 8 extending over the entire length L of the heat insulation structure 1 on a lower side thereof, and a reinforcing portion 9 arranged on a vertically upper side of the leg portion 8, having reinforcements 13, and being short in horizontal length than the leg portion 8. The remaining one of the separate parts includes at least one supplementary portion 10, 11 which horizontally adjoins the reinforcing portion, and is positioned to a vertically upper portion of the leg portion. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种隔热结构，其通过施工现场的灵活性实现其与其相邻的建筑结构的增强的应用。解决方案：连接到建筑结构的隔热结构的隔热材料7由至少三个分开的部分形成。两个部件包括在隔热结构1的下侧的整个长度L上延伸的腿部8，以及设置在腿部8的垂直上侧的加强部9，具有加强件13，并且水平长度比腿部8短。其余一个分离部分包括至少一个水平地邻接加强部分的辅助部分10,11，并且位于腿部的垂直上部。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2005232775A Precast concrete slab 审中-公开
标题翻译：预制混凝土板
公开(公告)号：JP2005232775A
公开(公告)日：2005-09-02
申请号：JP2004042793
申请日：2004-02-19
申请人： Nippon Kaiser Kk , 日本カイザー株式会社
发明人： NAITO MASAYOSHI
IPC分类号： E04B5/38 , E04B1/16 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete slab arranging reinforcing bars only on place where tensile force in the concrete slab acts.
SOLUTION: The precast concrete slab 1 is so constituted that the reinforcing bars 4 are arranged only on the place where the tensile force in the concrete slab 2 arranging truss bars 3 along the longitudinal direction acts.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供仅在混凝土板的拉力作用的地方设置钢筋的预制混凝土板。解决方案：预制混凝土板1的构造使得钢筋4仅布置在混凝土板2中沿着纵向方向布置桁架杆3的张力的位置。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005016221A Skeleton infill structure 审中-公开
标题翻译： SKELETON INFILL结构
公开(公告)号：JP2005016221A
公开(公告)日：2005-01-20
申请号：JP2003184786
申请日：2003-06-27
申请人： Nippon Kaiser Kk , 日本カイザー株式会社
发明人： NAITO MASAYOSHI
IPC分类号： E04B2/56 , E04B5/02 , E04B9/18 , E04H1/04
摘要： PROBLEM TO BE SOLVED: To provide a skeleton infill structure for freely changing infill without damaging a skeleton. SOLUTION: The skeleton infill structure detachably installs a ceiling panel 6, a floor panel 7 and a wall panel 8 respectively on an attaching rail 5 burying a ceiling 2, a floor 3 and a wall 4 at proper intervals. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种骨架填充结构，用于自由变化填充而不损坏骨架。解决方案：骨架填充结构可拆卸地将天花板6，地板7和墙板8分别安装在以适当间隔埋入天花板2，地板3和墙壁4的安装轨道5上。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2003291123A Fixture for fixing formwork 有权
标题翻译：固定格式的固定
公开(公告)号：JP2003291123A
公开(公告)日：2003-10-14
申请号：JP2002099300
申请日：2002-04-01
申请人： Nichiei:Kk , Nippon Kaiser Kk , Toyo Kagaku Sangyo Kk , 日本カイザー株式会社 , 東洋化学産業株式会社 , 株式会社日榮
发明人： SUGIURA YASUTOMO , SUGIO NAOAKI , NAKAYAMA TATSUTO
IPC分类号： B28B7/00 , B28B7/02
CPC分类号： B28B7/0017 , B28B7/002
摘要： PROBLEM TO BE SOLVED: To provide a fixture for fixing a formwork used in a precast concrete formwork with such advantages that a magnet does not attract itself to a platen halfway through an operation to position a side formwork at a specified position and when the magnet is deviated, even though slightly, from its fixed position during an operation to attach the magnet to the surface of the platen, the deviation can be rapidly corrected.
SOLUTION: This fixture is provided for attaching the side formwork to the surface of the platen made of a magnetic material. In addition, the fixture comprises a main body of the fixture for fixing which houses the magnet in a firmly retaining manner, a lift supporting means which supports the main body of the fixture together with the magnet in a freely lifting manner and realizes the attraction of the magnet to the platen by pushing down the magnet at the point of time when the side formwork is set at a specified position, and a formwork pressing means which is attached to the main body of the fixture and fixes the side formwork to the surface of the platen by engaging with the side formwork.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于固定在预制混凝土模板中使用的模板的固定装置，具有这样的优点，即磁体不会通过操作将自身吸引到压板上，以将操作定位在指定位置处的侧模板，以及何时在将磁体附着到压板的表面的操作期间，磁体即使稍微偏离其固定位置，可以快速地校正偏差。
解决方案：该夹具用于将侧模板附接到由磁性材料制成的压板的表面。此外，固定装置包括用于固定的固定装置的主体，其以固定的方式容纳磁体;升降支撑装置，其以自由提升的方式与磁体一起支撑固定装置的主体，并实现吸引力该磁体通过在侧模板设置在指定位置的时间点将磁铁推下来，并将模板加压装置安装在固定装置的主体上，并将侧模板固定在压板通过与侧模板接合。版权所有（C）2004，JPO

6. 发明专利

JP2003261981A COMPUTING SYSTEM FOR TEMPORARY CONSTRUCTION OF PRECAST CONCRETE PLATE 审中-公开
公开(公告)号：JP2003261981A
公开(公告)日：2003-09-19
申请号：JP2002066487
申请日：2002-03-12
申请人： NIPPON KAISER KK
发明人： WATABE YUJI
IPC分类号： E04B1/00
摘要： PROBLEM TO BE SOLVED: To efficiently, economically and accurately examine safety of a precast concrete plate in an architectural design of a precast construction method. SOLUTION: A user inputs data on the precast concrete plate, serving as an examination object, into a personal computer in a text format; and a system computer automatizes the computation of the sectional performance and allowable stress of the precast concrete in accordance with the input data, automatically examines the safety of the precast concrete plate by plane frame analysis corresponding to diverse load and supporting conditions, and displays an examination result on the personal computer. The system computer is connected to the personal computers of a large number of general users via the Internet. COPYRIGHT: (C)2003,JPO

7. 发明专利

JP2003064766A Precast concrete wall and its construction method 有权
标题翻译：预制混凝土墙及其施工方法
公开(公告)号：JP2003064766A
公开(公告)日：2003-03-05
申请号：JP2001252875
申请日：2001-08-23
申请人： Nippon Kaiser Kk , 日本カイザー株式会社
发明人： NINOMIYA HAJIME
IPC分类号： E04B1/04 , E04B1/61
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete wall which has a good appearance and is capable of following up an interlayer deformation due to earthquake or the like and its construction method.
SOLUTION: A precast concrete wall 1 is constructed between an upstair floor 2 and a downstair floor 3 by using a precast concrete wall slab 4 installed between them, a connecting bar 6 protruded from the top surface of the downstair floor 3 is inserted to an insertion hole 5 at the bottom surface of the precast concrete slab wall 4, a joint pin 9 protruded from an oblong hole 11 at the bottom surface of the upstair precast concrete floor 2 is inserted to an insertion hole 8 on the top face of the precfast concrete wall slab 4, and an elastic member 12 is wound around a portion fitted to the oblong hole 11 of the joint pin 9.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种具有良好外观并且能够跟踪由于地震等引起的层间变形及其构造方法的预制混凝土墙。解决方案：通过使用安装在它们之间的预制混凝土墙板4，在楼下地板2和楼下3之间构造预制混凝土墙1，将从楼下3的上表面突出的连接杆6插入插入在预制混凝土板壁4的底面的孔5中，从顶部预制混凝土地板2的底面的长孔11突出的接头销9插入到预混凝土的顶面上的插入孔8中壁板4和弹性构件12围绕配合到接头销9的长孔11的部分缠绕。

8. 发明专利

JP2002371519A Precast concrete member and construction method for concrete slab by use of the same 有权
标题翻译：混凝土预制混凝土构件及其使用方法
公开(公告)号：JP2002371519A
公开(公告)日：2002-12-26
申请号：JP2001180017
申请日：2001-06-14
申请人： Nippon Kaiser Kk , 日本カイザー株式会社
发明人： NAITO MASAYOSHI
IPC分类号： E01D19/12 , E01D101/24 , E04B5/23
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete member requiring no bracket and timbering and a construction method for a concrete slab by use of the same.
SOLUTION: This precast concrete member 1 is constituted in such a way that a concrete board 3 is integrally and protrudedly provided on a long side of an upper part of a beam member 2, and a truss bar 4 with one part protrudes from an upper face arranged from the beam member 2 to the concrete board 3.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种不需要支架和木材的预制混凝土构件以及通过使用它们的混凝土板的施工方法。解决方案：这种预制混凝土构件1构成为将混凝土板3整体突出地设置在梁构件2的上部的长边上，并且具有一部分的桁架杆4从上表面突出从梁构件2布置到混凝土板3。

9. 发明专利

JP2002088960A SLAB AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JP2002088960A
公开(公告)日：2002-03-27
申请号：JP2000276474
申请日：2000-09-12
申请人： NIPPON KAISER KK
发明人： NAITO MASAYOSHI
IPC分类号： E04B1/86 , E04B1/16 , E04B5/02 , E04B5/38 , E04B5/43 , E04C2/04
摘要： PROBLEM TO BE SOLVED: To provide a slab exerting excellent floor-impulsive-sound insulation performance on all audible floor impulsive sounds and a construction method therefor. SOLUTION: The slab 1 is constituted as follows: between beams 2, there are installed precast concrete plates 5 and 6 wherein truss bars 3 mounted in such a manner as to protrude from the top face of a concrete plate 9 undergo vertical superposition through an appropriate gap 4 so as to face each other; and the gap 4 is filled with a lightweight cement member 7 formed with closed cells 14.

10. 发明专利

JP2000328645A LATTICE BEAM ANALYZING SYSTEM 失效
公开(公告)号：JP2000328645A
公开(公告)日：2000-11-28
申请号：JP14306599
申请日：1999-05-24
申请人： NIPPON KAISER KK
发明人： WATABE YUJI
IPC分类号： E04B5/43 , E04B1/00 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To contrive a quick designing of a slab by arranging a void from other than the step part of a void slab, setting a slab load to substitute a slab support condition a lattice beam, and matching it to prescribed data by calculated stress and deformation. SOLUTION: The assignment of the void forms 15 in the two directions of 40 kinds of the combinations of 10 kinds of planar shaped lengths and four kinds of widths is performed, and lattice beam analysis of bar arrangement, deflection and shear force, and the like is performed. In this case, the void form 15 of different size is assigned and arranged on a region except for the step part 25 of a void slab 10 to set the load of the slab 10, and this support condition is substituted to the lattice beam. Furthermore, action for calculating stress and deformation is repeated until it is matched to construction, the arrangement state of the form 15 is properly changed to perform the design of the lattice beam, and the calculation of the design is automatically performed. Thereby the scattering of the calculated result of the lattice beam analysis is prevented, a design time is shortened and a working amount can be reduced.

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