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1. 发明专利

JPH1113067A BURYING CONSTRUCTION METHOD FOR SUPPLEMENTARY STUD IN REVERSE CONCRETING CONSTRUCTION METHOD 失效
公开(公告)号：JPH1113067A
公开(公告)日：1999-01-19
申请号：JP17198297
申请日：1997-06-27
申请人： ARTES KK , KAJIMA CORP
发明人： HAYASHI HIDEO , KASE YOSHIYA , ISHIKAWA YOSHINORI , ISHII SADAMI , IWASAKI YASUNOBU
IPC分类号： E02D5/38 , E02D13/04 , E02D27/12 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To strongly connect an existing pile to a supplementary stud and perform connection work speedily and at low cost in using the existing pile as a foundation pile to construct the supplementary stud on the existing pile in a reverse concreting construction method for a large-scaled building. SOLUTION: In driving a foundation pile 1 under the ground surface at a building column standing position, and erecting a supplementary stud 2 on the foundation pile 1 to execute a reverse concreting construction method, an existing pile (steel pile) 1 is used as the foundation pile, and after driving this existing pile, concrete 3 is placed inside a head part of the existing pile 1, the supplementary stud 2 is constructed on the existing pile 1 using a supplementary stud erecting jig 15, and a lower part of the supplementary stud 2 is inserted into the concrete 3. Otherwise, the head part of the existing pile 1 and the lower part of the supplementary stud 2 are connected to each other to be fixed by a steel basket and concrete. Otherwise, the existing pile 1 and the supplementary stud 2 are preliminarily integrated, and after they are constructed, concrete is filled into the supplementary stud and the head part of the existing pile 1.

2. 发明专利

JP2012092604A Structure with built-in movable floor and method of constructing/modifying the same 有权
标题翻译：具有内置可移动地板的结构及其构造/修改方法
公开(公告)号：JP2012092604A
公开(公告)日：2012-05-17
申请号：JP2010241957
申请日：2010-10-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAAMI MASAHITO , ASAMI KUNIKAZU , FUJISAWA MAKOTO , MAEDA SHOZO , TAKI MASAYA , ASAOKA SHIGERU , IWASAKI YASUNOBU
IPC分类号： E04B1/343
摘要： PROBLEM TO BE SOLVED: To distribute an immovable floor area to two or more parts and to increase the degree of freedom on the arrangement of a movable floor and the degree of freedom of a traffic line, in a structure with a built-in movable floor in which the floor of an arbitrary layer (story) arranged in a part of the area on a plane inside the structure is supported so as to be elevated and lowered as the movable floor and the level of the floor of each layer is freely changeable after the structure is completed.SOLUTION: A column/beam frame includes a plurality of main frames 2, 2 arrayed at an interval in one direction on a plane and a main girder 5 disposed between the adjacent main frames 2, 2 to connect the adjacent main frames 2, 2 with each other, and has a movable floor 6 which can be freely elevated and lowered arranged in the area on the plane other than the main frames 2, 2. The main frame 2 comprises frame columns 3 which face each other in a direction crossing the one direction and are constituted of a plurality of main columns 31, and a main beam 4 disposed between the frame columns 3, 3 facing each other. A stud 7 is arrayed between the main frames 2, 2 adjacent in the one direction, and the movable floor 6 is supported so as to be freely elevated and lowered by the stud 7 or by the main columns 31 and the stud 7.
摘要翻译：要解决的问题：为了将不动地面积分配到两个或更多个部分，并且增加了可移动地板的布置的自由度和交通线的自由度，在可动地板中，布置在结构内的平面内的区域的一部分中的任意层（故事）的地板被支撑为随着可移动地板和每层底板的水平而升高和降低结构完成后可自由更换。解决方案：柱/梁架包括在平面上以一个方向间隔排列的多个主框架2和布置在相邻主框架2,2之间的主梁5，以连接相邻的主框架2 2，并且具有能够自由地升降的可动底板6，其布置在除了主框架2之外的平面上的区域中。主框架2包括框架柱3，框架柱3在方向横跨一个方向，并且由多个主柱31和设置在彼此面对的框架柱3,3之间的主梁4构成。螺柱7排列在沿一个方向相邻的主框架2和2之间，并且可动底板6由支柱7或主柱31和螺柱7自由地升高和降低。
版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2001262595A BUILDING CONSTRUCTION METHOD OF UNDERGROUND BUILDING FRAME 失效
公开(公告)号：JP2001262595A
公开(公告)日：2001-09-26
申请号：JP2000079510
申请日：2000-03-22
申请人： KAJIMA CORP
发明人： ISHIKAWA YOSHINORI , HATTORI ATSUSHI , IWASAKI YASUNOBU , ITO HITOSHI
IPC分类号： E02D29/045 , E04G23/06 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To sharply shorten a construction period of new underground building frame work in an inversely driving construction method by excavating an under part of an existing building frame and constructing a new building frame without waiting for disassembling of the existing building frame. SOLUTION: An earth retaining wall 2 is constructed on the outer periphery of an existing underground structure 1. A steel column 4 is arranged by penetrating through an existing underground building frame 3 of the existing underground structure 1. An underground upper story of the existing underground building frame 3 is disassembled. An under part of an existing foundation 8 is excavated. A temporary receiving material 12 is installed on the steel column 4 and the earth retaining wall 2. The whole existing building frame is supported by the temporary receiving frame 12. A first story preceiding floor 5 is constructed. Excavation is advanced under the existing building frame. After completing flooring, a new foundation 11 is constructed. Afterwards, disassembling of the existing underground building frame, construction of a new underground building frame and construction of a new aboveground building frame are properly and parallelly performed.

4. 发明专利

JP2008202289A Construction method of tower structure 审中-公开
标题翻译：塔结构施工方法
公开(公告)号：JP2008202289A
公开(公告)日：2008-09-04
申请号：JP2007038978
申请日：2007-02-20
申请人： Kajima Corp , Miyaji Construction & Engineering Co Ltd , 宮地建設工業株式会社 , 鹿島建設株式会社
发明人： IWASAKI YASUNOBU , SENDA YUKIHISA , INOUE TAKASHI , NISHIGAKI NOBORU , TOMITANI JUNJI , FUKUDA YUTAKA
IPC分类号： E04H12/28 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a construction method that can considerably reduce temporary facilities with less restraints on an erection crane, improve safety and economic efficiency and shorten a construction period.
SOLUTION: A firm lift-up guide 4 having a guide function for lifting up is installed on the outer surface of a tower body 1, and a lift-up facility is installed directly above. A lift-up frame 8 capable of lifting the lift-up guide is provided, and horizontal rotating rails 9a, 9b connectable to the lift-up frame are provided beforehand at the tower body. An superstructure such as an observatory deck is divided into blocks and assembled in the field. After carrying out lifting-up for every superstructure divided block 21 together with the lift-up frame, the lift-up frame and the horizontal rotating rails are connected, and the divided blocks are moved along the horizontal rotating rails. Lifting up and horizontal rotating movement of these divide blocks are repeated to connect the divided blocks to one another, thus assembling the superstructure 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以大大减少临时设施的施工方法，对吊装起重机的限制较少，提高安全性和经济效益，缩短施工期。解决方案：具有提升引导功能的坚固提升导向件4安装在塔体1的外表面上，提升设备直接安装在上方。提供能够提升提升引导件的升降架8，并且预先在塔体处设置可连接到提升框架的水平旋转导轨9a，9b。诸如天文台的上层建筑被划分成块并组装在现场。在与提升架一起对每个上部结构分割块21进行升降之后，提升框架和水平旋转轨道连接，并且分割块沿着水平旋转轨道移动。重复这些分割块的提升和水平旋转运动，将分割块彼此连接，从而组装上层建筑2.版权所有（C）2008年，JPO＆INPIT

5. 发明专利

JP2001271365A CONSTRUCTION METHOD FOR UNDERGROUND STRUCTURE 失效
公开(公告)号：JP2001271365A
公开(公告)日：2001-10-05
申请号：JP2000084237
申请日：2000-03-24
申请人： KAJIMA CORP
发明人： IWASAKI YASUNOBU , HATTORI ATSUSHI , ISHIKAWA YOSHINORI , ITO HITOSHI , TANAKA SHUNPEI
IPC分类号： E02D29/045 , E02D5/04 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure capable of reducing a construction period of time and curtailing a construction cost without necessity for erecting a large scaled earth retaining wall having both cut-off efficiency and strength of the earth retaining wall, solving problems of noises and vibration occurring in the case of boring, making very useful to prevent the construction pollution in a city, reducing the generation of construction wastes and effectively using resources. SOLUTION: A thin wall 10 for only holding cut-off efficiency is constructed on the circumference of the existing underground skeleton 1 of the existing underground structure until it reaches a position deeper than the existing underground skeleton 1, and the external wall of the underground skeleton 1 is used as an earth retaining wall to carry out excavation necessary for a new building.

6. 发明专利

JP2001262594A BUILDING CONSTRUCTION METHOD OF UNDERGROUND STRUCTURE 失效
公开(公告)号：JP2001262594A
公开(公告)日：2001-09-26
申请号：JP2000076029
申请日：2000-03-17
申请人： KAJIMA CORP
发明人： IWASAKI YASUNOBU , HATTORI ATSUSHI , ISHIKAWA YOSHINORI , ITO HITOSHI
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a building construction method of an underground structure capable of extremely efficiently and economically performing up to construction of a new underground structure from disassembling of an existing underground structure without using earth retaining timbering such as a strut. SOLUTION: In the first place, an earth retaining wall 2 is constructed on the outer periphery of the existing underground structure 1. Next, a central part A of the existing underground structure 1 is disassembled with an outer peripheral part B of the existing underground structure 1 as a support of the earth retaining wall 2. Next, afterwards, a steel framework 8 of a new underground structure is constructed as a central part of the new underground structure. Next, the outer peripheral part B of the existing underground structure 1 is disassembled with this steel framework 8 as the support of the earth retaining wall 2. An outer peripheral part B of the new underground structure is constructed thereafter. When disassembling the outer peripheral part B of the existing underground structure 1, respective stories of B1F, B2F, B3F and B4F are disassembled in order toward the lowest story from the upper story, and at the same time, floors 9A, 9B, 9C and 9D of the respective stories of B1F, B2F, B3F and B4F are constructed in order toward the lowest story from the upper story as the outer peripheral part B of a new structure.

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