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1. 发明专利

JP2009108486A Tubular earthquake-resisting frame 有权
标题翻译：管状地震电阻框架
公开(公告)号：JP2009108486A
公开(公告)日：2009-05-21
申请号：JP2007278830
申请日：2007-10-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUWAHARA KYOSUKE , SUZUKI TADAO , ISOZAKI HIROSHI , ODA YASUHIRO , TAKATANI SHINJI
IPC分类号： E04B1/18
摘要： PROBLEM TO BE SOLVED: To exert the advantage of a structure of a combination of a plurality of tubular frames while enabling the formation of a large space even in a high-rise building in a planar shape such as a stagger shape and a plate shape, in which the ratio of a short side to a long one is small.
SOLUTION: The tubular earthquake-resisting frame includes planes where a plurality of planar shapes 1 and 2 partially overlap one another, columns 6 are disposed along a visible outline of each of the planar shapes 1 and 2, and the tube frames 3 and 4 are formed for each of the planar shapes 1 and 2 from the columns 6 disposed along the visible outline. A forward beam 8 is connected to the columns 6 disposed along the visible outline for partitioning an area, where the two planar shapes 1 and 2 overlap each other, of the plurality of planar shapes 1 and 2. A reverse beam 9 is connected to the columns 6 except the columns 6 disposed in such a manner as to continue into a row of the columns 6, connected to the forward beam 8, along the visible line for partitioning an area except the area where the two planar shapes 1 and 2 overlap each other.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了发挥多个管状框架的组合结构的优点，即使在诸如交错形状的平面形状的高层建筑中也能够形成大的空间，并且板形，其中短边与长边的比例小。解决方案：管状抗震框架包括多个平面形状1和2彼此部分重叠的平面，沿着每个平面形状1和2的可见轮廓设置列6，并且管架3 并且从沿着可视轮廓设置的列6为每个平面形状1和2形成4。前向梁8连接到沿着可见轮廓设置的列6，用于划分多个平面形状1和2中的两个平面形状1和2彼此重叠的区域。反向束9连接到列6，除了沿着沿着可见线连接到连接到前向梁8的列6的一排中的列6，列6除了两个平面形状1和2与每个之间重叠的区域之外的区域其他。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JPH1162247A CONSTRUCTION METHOD FOR BUILDING SKELETON UTILIZING EXISTING FOUNDATION SLAB 失效
公开(公告)号：JPH1162247A
公开(公告)日：1999-03-05
申请号：JP22820897
申请日：1997-08-25
申请人： KAJIMA CORP
发明人： HAYASHI YUKIO , OTOMO HISAYA , FUJII SEIRA , ISOZAKI HIROSHI
IPC分类号： E02D27/10 , E04B1/16 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To shorten a construction period by inserting a steel column through a bored hole in a column in a new building body, and fixing a leg part to a foundation slab of the new building body on an existing foundation slab or a foundation slab of an existing building body. SOLUTION: For example, in the case of constructing a foundation beam 6 on the side of a foundation beam 8 of an existing building skeleton, reinforcements of the foundation beam 6 to be connected are disposed in a steel column 2 after fixing the steel column 2, and concrete is placed. In this case, a bored hole in an existing slab 1 is closed with reinforcements and concrete, and the existing slab 1 is used as a slab for a new building skeleton. When an existing foundation beam 8 is unnecessary, it is demolished after construction of the foundation beam 6, or at the time of construction of it, and when it has no hindrance with the new building body, demolition is not required. Work efficiency and safety for new construction are thus improved, temporary construction work is reduced or eliminated to reduce construction cost, and the period from demolition to new construction can be shortened.

3. 发明专利

JPH08189084A CONSTRUCTION METHOD OF BOUNDARY BEAM IN REINFORCED CONCRETE CORE WALL FRAME 失效
公开(公告)号：JPH08189084A
公开(公告)日：1996-07-23
申请号：JP175995
申请日：1995-01-10
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , ISOZAKI HIROSHI , GOTO HITOSHI , SUZUKI NORIO , TAKAHASHI MOTOMI
IPC分类号： E04B1/34
摘要： PURPOSE: To make the fitting of boundary beams to a core wall easy in construction and structurally advantageous. CONSTITUTION: At the time of constructing a core wall, fixtures 3 are disposed at the boundary beam fitting parts of the core wall 1 in such a state that the fixed parts are exposed to the surface of the fitting parts. Boundary beams 2 are formed of steel, and fixtures 4 are fitted to the fitting ends of the boundary beams 2. The fixtures 4 of the boundary beams 2 are then connected to the fixtures 3 of the core wall 1 to integrate the boundary beams 2 with the core wall 1. With this construction method, the boundary beams 2 made of hollow steel can be used for the fixtures 3 of the core wall 1 and the fixtures 4 of the boundary beams 2. This results in obtaining the boundary beams 2 having shearing yield strength and tenacity at the time of an earthquake so as to be able to cope with stress at the time of the earthquake or the like.

4. 发明专利

JP2000303712A STRUCTURE OF MID-TO-HIGH RISE BUILDING 失效
公开(公告)号：JP2000303712A
公开(公告)日：2000-10-31
申请号：JP11468499
申请日：1999-04-22
申请人： KAJIMA CORP
发明人： ISOZAKI HIROSHI , OMIKA YUKIHIRO , OKAWA JUN , GOTO HITOSHI , KONO KENICHI
IPC分类号： E02D27/34 , E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide structure of a mid-to-high rise building extremely high in freedom of planning and extremely small in vibration at the time of earthquake. SOLUTION: A structure core 1 constituting a main part of a building frame is arranged in the center, a plural number of pillars 3 are arranged in the circumference of this structure core 1 and a floor slab 2 on each of floors arranged between the structure core 1 and the pillars 3 in the circumference respectively. Additionally, a plural number of base isolation devices 7 are arranged on a lower end part of the building frame. Additionally, a foundation 4 made of a lower part foundation 5 constructed on the ground and an upper part foundation 6 constructed on the upper side of this lower part foundation 5 is constructed on the lower end part of the building frame, and plural number of the base isolation devices 7 are arranged between the lower part foundation 5 and the upper part foundation 6 with specified intervals between them.

5. 发明专利

JPH08189085A CONSTRUCTION METHOD OF BOUNDARY BEAM WITH EARTHQUAKE RESISTANT DAMPER IN REINFORCED CONCRETE CORE WALL FRAME 失效
公开(公告)号：JPH08189085A
公开(公告)日：1996-07-23
申请号：JP176495
申请日：1995-01-10
申请人： KAJIMA CORP
发明人： MAEDA SHOZO , ISOZAKI HIROSHI , GOTO HITOSHI , SUZUKI NORIO , TAKAHASHI MOTOMI
IPC分类号： E04H9/02 , E04B1/34 , E04C3/02
摘要： PURPOSE: To make the fitting of boundary beams to a core wall easy in construction and structurally advantageous. CONSTITUTION: At the time of constructing a core wall, fixtures 3 are disposed at the boundary beam fitting parts of the core wall 1 in such a state that the fixed parts are exposed to the surface of the fitting parts. Boundary beams 2 are formed of steel, and fixtures 4 are fitted to the fitting ends of the boundary beams 2. The fixtures 4 of the boundary beams 2 are connected to the fixtures 3 of the core wall 1 to integrate the boundary beams 2 with the core wall 1. The boundary beam 2 is divided at the center part and integrated through a damper 10. With this construction method, the boundary beam 2 made of hollow steel with the damper 10 inserted at the center part can be used for the fixture 3 of the core wall 1 and the fixture 4 of the boundary beam 2. This results in obtaining the boundary beams 2 having shearing yield strength and tenacity at the time of an earthquake so that earthquake force reducing effect can be expected.

6. 发明专利

JP2011214338A Bending deformation control type vibration control structure 有权
标题翻译：弯曲变形控制类型的振动控制结构
公开(公告)号：JP2011214338A
公开(公告)日：2011-10-27
申请号：JP2010084844
申请日：2010-04-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KONO KENICHI , ISOZAKI HIROSHI , YAMAMOTO YUKIMASA , AKATSUI SEIGORO , AKANE JUNYA
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To minimize damages to a slab caused by the relative displacement between columns such as wall columns over which a vibration control device bridges to enhance the deformation capability of a vibration control frame, when connecting a slab to a bending deformation control type vibration control frame which can reduce a bending deformation amount of the bending deformation type frame through inclusion of a vibration control device to enhance flexibility in construction planning.SOLUTION: The bending deformation control type vibration control structure includes: at least a set of columns 2, 3 opposite to each other at a distance in a horizontal direction and producing a relative displacement in an axial direction when a horizontal force is applied; a slab 4 connected to both columns 2, 3 while bridging over the opposite columns 2, 3; and a vibration control device 5 which is bridged over the opposite columns 2, 3 wherein a relative displacement is produced between the opposite ends, when an axial directional force is applied, to produce a damping force. The slab 4 is made absent between opposite end surfaces 2a, 3a of at least the one set of columns 2, 3. The slab 4 is separated from the side surface 2b (3b) of at least one column 2, (3) of the one set of columns 2, 3.
摘要翻译：要解决的问题：为了最小化对由振动控制装置桥接的柱之间的列之间的相对位移造成的对板坯的损伤，以增强振动控制框架的变形能力，当将板坯连接到弯曲变形控制型振动控制框架，其可以通过包括振动控制装置来减少弯曲变形型框架的弯曲变形量，以增强施工计划的灵活性。解决方案：弯曲变形控制型振动控制结构包括：至少一组柱2， 3在水平方向上相隔一定距离，并且当施加水平力时产生轴向上的相对位移; 连接到两个柱2,3上的板坯4，同时桥接在相对的柱2,3上; 以及桥接在相对的列2,3上的振动控制装置5，其中当施加轴向方向力时在相对端之间产生相对位移以产生阻尼力。板坯4不存在于至少一组列2,3的相对端面2a，3a之间。板坯4与至少一列柱2,3的至少一列2（3）的侧表面2b（3b）分离一组列2,3。

7. 发明专利

JP2005068794A Double tube structural bending deformation control type vibration control structure 有权
标题翻译：双管结构弯曲变形控制型振动控制结构
公开(公告)号：JP2005068794A
公开(公告)日：2005-03-17
申请号：JP2003299688
申请日：2003-08-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKADA YOSHIO , YAMAMOTO YUKIMASA , ISOZAKI HIROSHI , GOTO HITOSHI
IPC分类号： E04B1/18 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a double tube structural bending deformation control type vibration control structure capable of eliminating a beam-like projection to a habitable space when a bending deformation of the inner circumferential tube is controlled in a double tube structural structure and, at the same time, increasing flexibility in terms of floor planning.
SOLUTION: In the double tube structural structure having the inner circumferential tube 1 consisting of a column row of a plurality of inner circumferential columns 1a and having the outer circumferential tube 2 consisting of a column row of a plurality of outer circumferential columns 2a, the column row is connected to the top section of the column row of the inner circumferential columns 1a located on the same line in the inner circumferential tube 1, the top beam 3 projected up to the outer circumferential tube 2 is connected, the top section of each outer circumferential column 2a is directly or indirectly connected to the front end of the top beam 3, and the inner circumferential tube 1 and the outer circumferential tube 2 are connected to a flat slab 4 in a layer except the highest layer.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种双管结构弯曲变形控制型振动控制结构，其能够在将内周管的弯曲变形控制在双管结构结构中时消除向可居住空间的梁状突起同时在楼层规划方面增加灵活性。解决方案：在具有由多列内圆柱1a的列列构成的内周管1的双管结构结构中，具有由多列外周柱2a的列列构成的外周管2 列列连接到位于内周管1的同一直线上的内周列1a的列列的顶部，与外周管2突出的顶梁3连接，顶部每个外周柱2a直接或间接地连接到顶梁3的前端，并且内周管1和外周管2连接到除了最高层之外的层中的平板4。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JPH11336101A BUILDING 失效
公开(公告)号：JPH11336101A
公开(公告)日：1999-12-07
申请号：JP14244998
申请日：1998-05-25
申请人： KAJIMA CORP
发明人： ISOZAKI HIROSHI , HAYASHI YUKIO , AIBA KUNIHIRO
IPC分类号： E02D27/34 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To realize a floating countermeasure at a low cost by providing an overhanging slab for preventing the flotation of a foundation around an underground outer wall, setting its thickness between the design ground level and design water level, and sealing generated wastes in the hanging slab. SOLUTION: An overhanging slab 3 for preventing the flotation of a foundation is provided around an underground outer wall 2. An excavation is made down to the design water level, and the portion of the overhanging slab 3 is executed in advance. Industrial wastes 6 generated at the time of construction are sealed in a sandwich shape between a lower layer concrete board 4 and an upper layer concrete board 5. The underground outer wall 2 and the slab 3 are connected together when the underground portion 1a of a building 1 is constructed. The wastes 6 can be utilized for preventing the turnover of the foundation as counterweights, and the wastes 6 can be processed for a floating countermeasure at a low cost without increasing the thickness of the foundation board and the underground outer wall.

9. 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

10. 发明专利

JPH1162248A CONSTRUCTION METHOD FOR BUILDING SKELETON UTILIZING EXISTING OUTER CIRCUMFERENTIAL WALL 失效
公开(公告)号：JPH1162248A
公开(公告)日：1999-03-05
申请号：JP22820997
申请日：1997-08-25
申请人： KAJIMA CORP
发明人： HAYASHI YUKIO , OTOMO HISAYA , FUJII SEIRA , ISOZAKI HIROSHI
IPC分类号： E02D27/10 , E02D29/045 , E04B1/16 , E04G21/14 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To eliminate need of demolition of an existing outer circumferential wall and construction of a new soil retaining wall to save cost on demolition and cost on new construction by utilizing the existing outer circumferential wall as the soil retaining wall, and constructing an outer circumferential wall of a new building body on the inner circumferential side. SOLUTION: An outer circumferential wall 2 of a new building body is constructed on the inner circumferential side of an existing outer circumferential wall 1 at an interval from the outer circumferential wall 1 or in contact with it. At this time, in the case where a gap is generated between the outer circumferential wall 1 and the outer circumferential wall 2, soil or concrete is filled in the gap. A foundation part of an existing building body is utilized as part of the new building body. The existing outer circumferential wall 1 is utilized as part of the outer circumferential wall 2 of the new building body to inscribe it on the inner circumferential side of it. The outer circumferential wall 1 is taken in for construction where the outer circumferential wall 1 and the outer circumferential wall 2 are integrated with each other by anchor bolts, etc. Troublesome and dangerous work of demolition can thus be reduced, work efficiency and safety are improved, construction cost is reduced, and a construction period from demolition to new construction can be shortened.

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