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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

JP2007308885A Construction method for building structure 有权
标题翻译：建筑结构施工方法
公开(公告)号：JP2007308885A
公开(公告)日：2007-11-29
申请号：JP2006136413
申请日：2006-05-16
申请人： Kajima Corp , Kyoei Giken Kk , Tokyo Tekko Co Ltd , 共栄技建株式会社 , 東京鐵鋼株式会社 , 鹿島建設株式会社
发明人： SATO YUJI , KOBAYASHI KATSUNARI , FUJIMURA YOSHIKUNI , KUSUMOTO AKIHIRO , TAKAHAMA HIROTATSU , ANDO WATARU , YAMAMOTO YUKIMASA , KONO KENICHI , KONO SATOSHI , MASUKAWA HIROSHI , FUKADA YOSHIO , OGIWARA YUKIMASA , SAKANO KOICHI , ABE TATSUYA , OKAMOTO HARUYOSHI , OMIZU TOSHIYORI , GOTO TAKASHI
IPC分类号： E04B1/20 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a building structure composed of column members and beam members for achieving efficient construction and shortening a construction term by increasing sizes of the column members and the beam members.
SOLUTION: The reinforced concrete structure having a plurality of layers and a plurality of spans and composed of a plurality of column members 1 and a plurality of beam members 2 is constructed. The column members 1 and the beam members 2 are formed by precast concrete. The column member 1 and the beam member 2 are formed to have length being equal to two layers of the structure and length being equal to two spans of the structure, respectively. The column member 1 is constructed at the center of the beam member 2. The beam member 2 is stretched over the center of the column member 1. A lower end part and an upper end part of the column member 1 are joined with an upper side part and a lower side part of the beam member 2, respectively. Both end parts of the beam member 2 are joined with a side part of the column member 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种由柱构件和梁构件构成的建筑结构的施工方法，以通过增加柱构件和梁构件的尺寸来实现有效的构造和缩短施工期限。解决方案：构造具有多个层和多个跨度并由多个柱构件1和多个梁构件2构成的钢筋混凝土结构。柱构件1和梁构件2由预制混凝土形成。柱构件1和梁构件2形成为具有等于结构的两层的长度和等于结构的两个跨度的长度。柱构件1构造在梁构件2的中心。梁构件2在柱构件1的中心上被拉伸。柱构件1的下端部和上端部与上侧梁构件2的一部分和下侧部分。梁构件2的两个端部与柱构件1的侧部接合。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2004360214A Scaffold/curing unit and its use method 有权
公开(公告)号：JP2004360214A
公开(公告)日：2004-12-24
申请号：JP2003156751
申请日：2003-06-02
申请人： Kajima Corp , Soken Sangyo Kk , 綜建産業株式会社 , 鹿島建設株式会社
发明人： NONOMURA TAKASHI , IKEBE TERUHIRO , KOBAYASHI KATSUNARI , IKESU KOUICHI , HAGIWARA KANAME
IPC分类号： E04G3/00 , E04G3/28 , E04G3/04 , E04G3/08 , E04G3/10
摘要： PROBLEM TO BE SOLVED: To provide a scaffold/curing unit for flexibly coping with various structures and easily performing replacement.
SOLUTION: This scaffold/curing unit has a bracket 2 fixed to the structure, and a frame 1 vertically slidably installed on the bracket 2. The bracket 2 has installing parts 20 and 21 to the structure, a guide part 20a for vertically slidably guiding the frame 1, and a fixing part 22 for fixing the frame 1. The fixing part 22 selectively performs a fixation/nonfixation of the frame 1, and is movably installed in the installing parts 20 and 21, so as to be capable of shunting in a position noninterfering with the frame 1, when vertically sliding the frame 1.
COPYRIGHT: (C)2005,JPO&NCIPI

4. 发明专利

JPH0688350A METHOD OF CONSTRUCTION OF STRUCTURAL STUD 失效
公开(公告)号：JPH0688350A
公开(公告)日：1994-03-29
申请号：JP26815392
申请日：1992-09-09
申请人： KAJIMA CORP
发明人： RIKITAKE SHONOSUKE , NIBUYA TOMOAKI , KOBAYASHI KATSUNARI
IPC分类号： E02D29/045 , E02D13/04 , E04B1/35 , E21D13/00 , E02D29/04
摘要： PURPOSE:To realize the rationalization of the execution of underground construction by simply building a structural stud rapidly to a pile head section accurately at the time of pile construction and also unifying the built structural stud and an underground body simply. CONSTITUTION:When structural studs 10 are built to the head sections of piles 9 prior to the excavation of the basement section of a building at the time of pile construction, steel pipes having connecting flanges at lower ends are used as the structural studs 10, and the steel pipes are bonded with the pile heads through the connecting flanges and built together with the piles 9. Steel frame girders in the floor of a first floor are installed to the head sections of the structural studs 10 after primary trenching construction, and concrete is placed into the structural studs 10.

5. 发明专利

JP2006347721A FOUNDATION RECEIVING BEAM STRUCTURE OF TOWER CRANE 审中-公开
公开(公告)号：JP2006347721A
公开(公告)日：2006-12-28
申请号：JP2005177662
申请日：2005-06-17
申请人： KAJIMA CORP
发明人： MIZUTANI AKIRA , KOBAYASHI KATSUNARI , TAKAHASHI TAKASHI , TOKUNAGA ATSUTO , RIYOUKI NORIO
IPC分类号： B66C23/32 , B66C23/20 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To solve the problem wherein a reinforcing countermeasure is conventionally forced, since the height up to the top end of a stand becomes extremely high and cannot be occasionally stored within the story height, and since the torsional moment is generated on the receiving beam side to lateral force generated in a crane stand since its height is high, in a structure for placing and fixing the stand on a receiving beam fixed to a bracket. SOLUTION: This foundation receiving beam structure supporting the stand of a tower crane is formed as the foundation receiving beam structure of the tower crane formed by fixing the stand to the receiving beam by penetrating an outrigger of the stand through an opening part arranged in a web of the receiving beam. COPYRIGHT: (C)2007,JPO&INPIT

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