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1. 发明专利

JP2011220009A Erection method of permanent sub-substructural column 审中-公开
标题翻译：永久性副结构柱的修正方法
公开(公告)号：JP2011220009A
公开(公告)日：2011-11-04
申请号：JP2010091091
申请日：2010-04-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAEDA SHOZO , FUKUOKA ATSUNOBU , KUDO TOSHIAKI , KOBAYASHI KATSUNARI , NAKAZAWA MASAKI
IPC分类号： E02D29/045 , E02D13/10 , E04G21/18 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an erection method of permanent sub-substructural column, in which a prefabricated pile is used at a part to be a foundation pile to shorten a construction period, an inexpensive H-steel can be used as a permanent sub-substructural column connected to the foundation pile, and the prefabricated pile and the permanent sub-substructural column are integrally erected, thus making the precision of permanent sub-substructural column erection as well as a frame and fixture therefor unnecessary.SOLUTION: A permanent sub-substructural column 10 made of H-steel is joined to an end of a prefabricated pile 8, and the outside of the permanent sub-substructural column 10 is covered with a steel pipe for embedding the pile as pincers 16. After an integrated pile consisting of the prefabricated pile 8, the permanent sub-substructural column 10 and the pincers has been hung down into a pile hole, the part of the pincers 16 is pulled down, thereby embedding the pile.
摘要翻译：要解决的问题：为了提供一种永久性的副下部柱的安装方法，其中在一部分使用预制桩作为基础桩来缩短施工期，便宜的H-钢可以用作连接在地基桩上的永久性的副下部柱体，预制桩和永久性的副下部柱体一体地竖立起来，从而使得永久的子下部立柱的安装精度以及框架和夹具不必要。解决方案：将由H型钢制成的永久性子结构柱10接合到预制桩8的端部，并且将永久的副下部立柱10的外侧覆盖有用于将桩嵌入的钢管钳子16.在由预制桩8组成的整体桩之后，永久的副下部柱10和钳子已经被挂在桩孔中，钳部16的一部分被拉下来，从而嵌入桩。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011256566A Concrete-filled steel pipe and manufacturing method of the same 有权
标题翻译：混凝土填充钢管及其制造方法
公开(公告)号：JP2011256566A
公开(公告)日：2011-12-22
申请号：JP2010130672
申请日：2010-06-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOKOZEKI KOSUKE , KOBAYASHI KIYOSHI , FUKUOKA ATSUNOBU , OGIWARA YUKIMASA , ISOZAKI HIROSHI , KASAI HIROSHI
IPC分类号： E04C3/36 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method etc. capable of easily providing a concrete-filled steel pipe having high quality.SOLUTION: In the manufacturing method of the concrete-filled steel pipe, a spiral sheath tube 11 is provided in an inside of a steel pipe 2 and then concrete 4 including γCS is placed in the inside of the steel pipe 2. After the concrete 4 is cured, the spiral sheath tube 11 is removed. Carbon dioxide is supplied to a hole 5 formed in the concrete 4 by the removal of the spiral sheath tube 11 so as to conduct an oxidation treatment from the hole 5. The hole 5 is filled with a grout material 6A after the completion of the oxidation treatment.
摘要翻译：要解决的问题：提供能够容易地提供具有高质量的混凝土填充钢管的制造方法等。解决方案：在混凝土填充钢管的制造方法中，在钢管2的内侧设置螺旋状护套管11，然后设置包括γC 2

3. 发明专利

JP2005307663A Beam-column joint structure and beam-column joint method of ferroconcrete building 有权
标题翻译：梁柱结构和梁柱联合方法FERROCONCRETE BUILDING
公开(公告)号：JP2005307663A
公开(公告)日：2005-11-04
申请号：JP2004128865
申请日：2004-04-23
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SATO YUJI , FUJIMURA YOSHIKUNI , MATSUDA KATSUTO , MORI MASATAKA , FUKADA YOSHIO , FUKUOKA ATSUNOBU , OKAMOTO HARUYOSHI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure, facilitating joining of a column and a beam in the outer peripheral surface of a ferroconcrete building.
SOLUTION: This beam-column joint structure is provided facing the outer periphery of a building, and includes: a post member 1 and a beam member 2. The column member 1 includes: a column body 11 and a raised part 12 erected on the column body 11. A joint part 3 of the column member 1 and the beam part 2 is formed on the top face of the column body 11, and the raised part 12 of the column member 1 appears on the outer peripheral surface of the building so that the joint part 3 of the column and the beam is not exposed to the outer peripheral surface of the building. The raised part 12 will dispense with a formwork disposed on the outer peripheral surface of the building when the column member 1 and the beam member 2 are joined.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种梁 - 柱接头结构，便于将柱和梁连接在钢筋混凝土建筑物的外周表面。解决方案：该梁 - 柱接头结构面向建筑物的外周设置，并且包括：柱构件1和梁构件2.柱构件1包括：柱体11和竖立的竖立部12 在柱体11的上表面上形成有柱部件1和梁部2的接合部3，柱部件1的隆起部12出现在柱体11的外周面上使得柱和梁的接合部分3不暴露于建筑物的外周表面。当柱构件1和梁构件2接合时，凸起部分12将省略布置在建筑物的外周表面上的模板。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2004060340A Full precast hollow floor slab and integral structure of the floor slab and building frame beam 审中-公开
公开(公告)号：JP2004060340A
公开(公告)日：2004-02-26
申请号：JP2002221702
申请日：2002-07-30
申请人： Kajima Corp , Oriental Construction Co Ltd , オリエンタル建設株式会社 , 鹿島建設株式会社
发明人： FUKADA YOSHIO , HAGIWARA YUKIMASA , MASUKAWA HIROSHI , FUKUOKA ATSUNOBU , YAMAMOTO YUKIMASA , OKAMOTO SHUJI , KINETSUKI TETSUYA
IPC分类号： E01D19/12 , E04B1/61 , E04B5/02 , E04B5/43
摘要： PROBLEM TO BE SOLVED: To provide a precast hollow floor slab which is a hollow floor slab (which is appropriate for an extra long span) improved in thinning of plate, lightening of weight, and workability.
SOLUTION: A beam section 2 and a hollow section 3 are integrally formed on the upper part of a lower layer concrete 5 forming the lower external shape of a precast hollow floor slab 1. An upper layer concrete 6 is integrally formed on the beam section 2 and hollow section 3, and the beam section 2 and the hollow section 3 are unevenly exposed over a specified range at the longitudinal both ends of the hollow floor slab 1. A PC steel member 4 extendedly arranged in the longitudinal direction of the floor slab is disposed in the beam section 2. Vertical and lateral reinforcements are arranged in the upper layer concrete 6, and joint reinforcements 12a, 13a are projected by a specified length from the ends and the sides of the concrete 6.
COPYRIGHT: (C)2004,JPO

5. 发明专利

JPH08201214A SHEAR SOIL-BOX 失效
公开(公告)号：JPH08201214A
公开(公告)日：1996-08-09
申请号：JP3422595
申请日：1995-01-31
申请人： KAJIMA CORP , SAMU DENSHI KIKAI KK
发明人： MATSUMOTO KAEKO , FUKUOKA ATSUNOBU , ADACHI NAOTO , NAITO YUKIO , AOKI YASUO
IPC分类号： G09B25/04 , G01M7/02
摘要： PURPOSE: To obtain a light weight shear soil-box with a small friction coefficient capable of following movement of the ground by a constitution wherein a plurality of frames are piled up via bearings and loaded on a table and soil is placed on the frames, whereas the table is vibrated. CONSTITUTION: A plurality of frames 5 are piled up and loaded on a table 3 to form a shear soil-box 1. Soil 7 is placed in the soil-box 1. The frames 5 are piled up such that bearing 13 are provided between metallic plates 11. Friction coefficients between the frames 5 become small so that the soil-box 1 sensitively follows movement of the ground. Angle pipes 15a, 15b are bonded to each other by an adhesive so that influence due to deformation in the manufacturing process is reduced. The smoothness of the frames 5 can be thereby maintained and a prescribed level of rigidity can be obtained. It is thus possible to obtain the light weight soil-box 1 having a certain rigidity by combining the conventional angle pipes 15a, 15b.

6. 发明专利

JPH11270174A REINFORCING CONSTRUCTION OF BENDING DEFORMATION CONTROL TYPE ANTISEISMIC STRUCTURE 失效
公开(公告)号：JPH11270174A
公开(公告)日：1999-10-05
申请号：JP7416098
申请日：1998-03-23
申请人： KAJIMA CORP
发明人： YAMAMOTO YUKIMASA , ORUI SATORU , FUKUOKA ATSUNOBU , TAKAI TAKESHI , SUZUKI YOSHITAKA
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To prevent generation of a crack and decrease of rigidity of a top girder and avoid decrease of damping force by introducing pre-stress in the lengthwise direction of the top girder, and canceling tensile force received from the vibration control device of the top girder. SOLUTION: An antiseismic device 5 is constructed in the vertical direction between a top girder 4 and the pillars 31 of a circumferential frame 3, or between the top girder 4 projecting from an outer circumferential wall and the antiseismic element 21 of a core. Next, at relative vertical displacement among the core 2 accompanied with bending deformation of the core 2, the outer circumferential frame 3, and the outer circumferential wall, damping force is given to the core 2. Next when damping force acts from the antiseismic device 5 by the bending deformation of the core 2, the top girder 4 receives rewinding moment in the reverse direction of overturning moment from the antiseismic device 5. Hereby, tensile force acts up and down on the part of a rod connected to the antiseismic device 5. Hereby, PC steel products 7 cancelling tensile force are arranged in the top girder 4 to avoid decrease of rigidity, and damping effect by the antiseismic device 5 can be maintained.

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