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1. 发明专利

JP2003027590A Structure for connection part between column and beam in building 审中-公开
标题翻译：结构在建筑物之间的柱和梁之间的连接部分
公开(公告)号：JP2003027590A
公开(公告)日：2003-01-29
申请号：JP2001213920
申请日：2001-07-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , FUKUMOTO TOSHIYUKI , TAKI MASAYA , OSHIMA MASAAKI , TSUKAMOTO KIYOSHI , INOMATA TORU , ITO HITOSHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide an economical connection part structure between a column and a beam in a building capable of connecting steel pipe column to the beam without cutting it for each floor, having an advantage of an external diaphragm structure as a reinforcement structure, reducing wasted cut parts especially by use of a finely divided steel plate serving as the external diaphragm, and greatly facilitating construction.
SOLUTION: In this connection part structure between the column and the beam in the building in which the steel beam is connected to the circumference side wall face of the steel pipe column via the external diaphragm, the external diaphragm is arranged between the adjacent beams from the outside, and the cutout part side is fixed to the steel pipe column, while the side edge part side is arranged opposedly to the flange of the beam with the side edge part of the external diaphragm and fixed by means of a splice plate and a high- tension bolt. In this way, the steel pipe column and the beam are connected together.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了在能够将钢管柱连接到梁的建筑物中的塔和梁之间提供经济的连接部分结构，而不对每个地板进行切割，具有外部隔膜结构作为加强结构的优点，减少浪费的切割部件，特别是通过使用用作外部隔膜的细分的钢板，并且极大地方便了结构。解决方案：在这种连接梁和梁之间的部分结构中，钢梁通过外部隔膜连接到钢管柱的圆周侧壁面，外部隔膜布置在相邻梁之间，外侧，切口部侧固定在钢管柱上，而侧边缘部侧与外部隔膜的侧边缘部分相对地设置在梁的凸缘上，并通过接合板和高度固定 - 张力螺栓这样，钢管柱和梁连接在一起。

2. 发明专利

JPH09137526A DAMPING CONSTRUCTION FOR SEMI-RIGID SUSPENDING STRUCTURE 失效
公开(公告)号：JPH09137526A
公开(公告)日：1997-05-27
申请号：JP29398395
申请日：1995-11-13
申请人： KAJIMA CORP
发明人： HARI SHIGERU , YAMADA SHUNICHI , OZAKI MASARU , MURAMATSU SEIICHI , YOSHIDA ARATA , NISHIMURA ISAO , ITO HITOSHI
IPC分类号： E04B1/34 , E04B1/98 , E04B7/14 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To prevent a finishing material from being influenced by vibration at a storm or prevent a vibration trouble accompanying walking, in a semi-rigid suspending structure of poor rigidity in general. SOLUTION: A semi-rigid suspending structure 1 is build over in a suspended- curve, so as to constitute a roof or a floor. This damping construction for semi-rigid suspending structure is constituted of supporting structures 2 respectively built on both end parts in the span direction of the semi-rigid suspending structure 1 and supporting both end parts of the semi-rigid suspending structure 1, and dampers 3 provided on the joint parts of the semi-rigid suspending structure 1 and the supporting structures 2 and damping fluctuation and vibration of the semi-rigid suspending structure 1.

3. 发明专利

JP2000160880A FRAMEWORK MEMBRANE STRUCTURE OF MEMBRANE ROOF AND EXECUTION METHOD OF MEMBRANE PANEL 失效
公开(公告)号：JP2000160880A
公开(公告)日：2000-06-13
申请号：JP34248298
申请日：1998-12-02
申请人： KAJIMA CORP
发明人： OZAKI MASARU , HARI SHIGERU , YOSHIDA ARATA , ITO HITOSHI , OKAMURA KOJI , SASAKI NAOYUKI
IPC分类号： E04H15/34 , E04H15/64
摘要： PROBLEM TO BE SOLVED: To improve execution and improve sealing between adjacent framework membranes by reducing the number of a fixing fitting for introducing tension on the membrane panel as soon as the circumference of a membrane panel is fixed on a framework, contriving cost reduction and contriving the relief of working. SOLUTION: A framework 1 formed in the form of substantially a ladder by a plurality of lateral materials 5 erected between main opposite materials 4, 4 at a constant interval and attaching fixing fittings 7, 8 to the main material 4 and the lateral material 5 is used, one unit pulls a long membrane panel 2 in the directions of width and length of the framework 1 in substantially the same width as that of the framework 1 on the framework 1, is fixed on the fixing fittings 7, 8 while prescribed tension is axially introduced, and the unit of a framework membrane 3 is properly continued to be stretched on the framework 1.

4. 发明专利

JPH06248849A GLASS SUPPORTING STRUCTURE 失效
公开(公告)号：JPH06248849A
公开(公告)日：1994-09-06
申请号：JP3546293
申请日：1993-02-24
申请人： KAJIMA CORP
发明人： SHIMURA NAOAKI , NOHARA NAOYA , YOSHIMATSU TOSHIYUKI , ITO HITOSHI
IPC分类号： E06B3/54 , E04B2/96
摘要： PURPOSE:To perform application of a planer method even in a fireproof area by a method wherein a glass plate is locked to a lattice structure of rigid frame structure on the indoor side of the glass plate by means of a bolt and a wired glass is attached in each plane of structure. CONSTITUTION:A wired glass 4 is fitted in a lattice structure formed on the indoor side of a glass plate 1 and supported by means of a fastener 3. In this case, the structure is formed in a rigid frame-form state by using a plurality of beams 6 and 7 spanning between stays 5 and 5. In this case, the wired glass plates 4 are fitted in laterally continuous glass mounting grooves 8 formed in the upper and lower surfaces of the beam 6. Further, a fastener 3 is locked to a bracket 9, protruded from the surface on the outdoor side of the beam 6, by means of a bolt. The glass plate 1 is supported by means of a glass mounting bolt 10. This structure causes rigid joining of the stay 5 and the beams 6 and 7 with each other to improve a strength and stably support the glass plate.

5. 发明专利

JP2009138378A Demolition method for multistoried building 有权
标题翻译：多层建筑的拆除方法
公开(公告)号：JP2009138378A
公开(公告)日：2009-06-25
申请号：JP2007314039
申请日：2007-12-04
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI MINORU , KOJIMA KAZUO , MORISHIMA YOICHI , OGIWARA YUKIMASA , OTSUKA SHIGEMITSU , MIYAZAKI YASUNOBU , ITO HITOSHI , KAWAKAMI TOSHIO , ASAOKA SHIGERU , KAWAI YUKI , MIZUTANI AKIRA , YOSHIKAWA TAIICHIRO , MACHISUJI KUNIHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a jackdown type demolition method for a multistoried building, which maintains a horizontal force applied to a jack small. SOLUTION: In a contraction step, the jacks 10 are interposed among all columns P1-Pm on the specific lower story Fv of the multistoried building 1 to be demolished; a demolition work story Fd, where a floor beam or a floor board 3 is separated from all the columns P1-Pm of the building 1, is installed on a story F (v+1) directly above the specific lower story Fv; and the jacks 10 among the all the columns P1-Pm are simultaneously contracted. In an extension step, upper portions directly above the jacks are sequentially suspended and cut for extension. In the jackdown type demolition method, the contraction step and the extension one are repeated, so that respective stories Fj (j>d) connected to the columns P1-Pm above the demolition work story Fd can be gradually lowered to sequentially demolish skeletons (the floor beam, the floor board 3 or a wall 4) except the columns P on the respective lowered stories Fj by the demolition work story Fd. Preferably, restraining devices 34 for connecting the floor beam or the floor board 3 with the columns P1-Pm are provided in gaps d between all the columns P1-Pm and the floor beam or the floor board 3 on the demolition work story Fd, respectively. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于维持施加到千斤顶的水平力的多层建筑的顶棚式拆除方法。解决方案：在收缩步骤中，千斤顶10插入要被拆卸的多层建筑1的特定下层楼层Fv上的所有列P1-Pm中; 在建筑物1的所有列P1-Pm分离地板梁或地板3的拆除工作故事Fd安装在特定下层Fv正上方的故事F（v + 1）上; 并且所有列P1-Pm中的千斤顶10同时收缩。在延伸步骤中，直接在千斤顶上方的上部被顺序地悬挂和切割以延伸。在倒塌式拆除方法中，重复收缩步骤和延伸步骤，从而可以逐渐降低连接到拆卸工作故事Fd以上的列P1-Pm的各个故事Fj（j> d），以顺序地拆除骨架（地板梁，地板3或墙壁4）除了通过拆除工作故事Fd的相应的降低故事Fj上的列P之外。优选地，在拆卸工作故事Fd的所有列P1-Pm和地板梁或地板3之间的间隙d中设置用于将地板梁或地板3与列P1-Pm连接的约束装置34 。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2009138377A Construction method and system for demolishing multistoried building 有权
标题翻译：用于拆解多层建筑的施工方法和系统
公开(公告)号：JP2009138377A
公开(公告)日：2009-06-25
申请号：JP2007314037
申请日：2007-12-04
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI MINORU , KOJIMA KAZUO , MORISHIMA YOICHI , OGIWARA YUKIMASA , OTSUKA SHIGEMITSU , MIYAZAKI YASUNOBU , ITO HITOSHI , KAWAKAMI TOSHIO , ASAOKA SHIGERU , KAWAI YUKI , MIZUTANI AKIRA , YOSHIKAWA TAIICHIRO , MACHISUJI KUNIHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a jackdown type demolition method which enables the demolition of a multistoried building in a short construction period while maintaining a structurally stable state.
SOLUTION: In a contraction step, all columns of the multistoried building are divided into a plurality of cutting groups R1-Rn which are constituted by collecting the columns preventing adjacent column groups Q undergoing the transfer of a load via a floor beam or a floor board from overlapping each other; and jacks among all the columns are simultaneously contacted after the jacks are interposed among all the columns on a specific lower story Fv, respectively. In an extension step, a cycle, in which portions directly above the jacks of the columns in a group Ri in each of the cutting groups are simultaneously suspended and cut at a predetermined height, respectively, so as to extend the jacks of all the columns, is repeated. In the demolition method, the contraction step and the extension one are alternately repeated so that respective stories Fj (j>v), which are connected to the columns above the jacks, can be gradually lowered to sequentially demolish skeletons except the columns on each story F (v+1) lowered by the jack-interposed story Fv. Otherwise, the floor beam or the floor board of the story F (v+1) directly above the jack-interposed story Fv are separated from all the columns, and the respective stories Fj (j>k+1) lowered by the story F (v+1) are sequentially demolished.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短暂的施工期间拆除多层建筑物，同时保持结构稳定状态的顶棚式拆除方法。解决方案：在收缩步骤中，多层建筑物的所有列被分成多个切割组R1-Rn，它们是通过收集列来构成的，这些列防止经由地板梁经受负载传递的相邻列组Q，或一块地板彼此重叠; 并且在插孔分别插入在特定下层故事Fv上的所有列中之后，所有列中的插孔被同时接触。在延伸步骤中，分别在每个切割组中的组Ri中的列的千斤顶正上方的部分分别以预定高度同时悬挂和切割的周期，以便延伸所有列的插孔，重复。在拆除方法中，收缩步骤和延伸部分交替地重复，使得连接到千斤顶上方的列的各个故事Fj（j> v）可以逐渐降低以顺序地拆除每个故事之外的列除外的骨架 F（v + 1）被杰克插入故事Fv降低。否则，直立在插座故事Fv上面的故事F（v + 1）的地板梁或地板板与所有列分离，并且由故事F降低的各故事Fj（j> k + 1）（v + 1）。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JPH06129098A PC POST FORM FOR USE IN COMMON TO THIN-WALL FINISH 失效
公开(公告)号：JPH06129098A
公开(公告)日：1994-05-10
申请号：JP27596992
申请日：1992-10-14
申请人： KAJIMA CORP
发明人： SHIMURA NAOAKI , NOHARA NAOYA , YOSHIMATSU TOSHIYUKI , ITO HITOSHI
IPC分类号： E04G11/04 , E04C3/34
摘要： PURPOSE:To prevent the occurrence of discoloration by using a centrifugal force for placing and forming concrete comprising white cement mixed with limestone as rough aggregates and yellow sand as fine aggregates at the prescribed mixing ratio. CONSTITUTION:White cement is mixed with crushed limestone and yellow sand at the prescribed mixing ratio, thereby preparing concrete. Furthermore, steel reinforcements are arranged in a form for centrifugal molding and the concrete is placed therein. After the form is caused to rotate at high speed, the concrete is cured and released, thereby providing a PC post form 1. According to this construction, the form 1 can be made into a cast-in-place concrete post and, therefore, can be used without any special permission as per the Building Standards Act.

8. 发明专利

JP2009275423A Horizontally bearing method and bearing structure for multilayer building 有权
标题翻译：用于多层建筑的水平轴承方法和轴承结构
公开(公告)号：JP2009275423A
公开(公告)日：2009-11-26
申请号：JP2008128381
申请日：2008-05-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIZUTANI AKIRA , MINAMITANI OSAMU , KOJIMA KAZUO , MORISHIMA YOICHI , OGIWARA YUKIMASA , OTSUKA SHIGEMITSU , MIYAZAKI YASUNOBU , ITO HITOSHI , KAWAKAMI TOSHIO , YOSHIKAWA TAIICHIRO , IIZUKA MITSURU , KATO KIMIMOTO , KOBAYASHI MINORU , ASAOKA SHIGERU , KAWAI YUKI , NARITA TSUKASA
IPC分类号： E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a horizontally bearing method which always stably maintains a multilayer building having jacks interposed in a lower layer without preventing contraction/extension of the jacks, and to provide a horizontally bearing structure. SOLUTION: The horizontally bearing method is provided for bearing a horizontal load applied to the multilayer building 1 in which the jacks 10 are interposed on a lower story Fv (e.g. on a first story 1F) to bear the load of each upper story. According to the method, a load transmission structure 40 is constructed on an upper story Fj (j>v) that is upper than the jack interposed story Fv, in a zone T enclosed by pillars P. The load transmission structure has a height extending from a lower story F (v-1) that is lower than the jack interposed story Fv or a foundation portion B to the upper story Fj. Then load transmission beams 45 are annularly extended between zone peripheral pillars P on the upper story Fj, along peripheral surfaces of the structure 40. Further, elastic deformable members 50 and/or gap blocking mechanisms 60 are arranged at a plurality of locations in a gap S defined by the peripheral surfaces of the load transmission structure 40 and the annular load transmission beams 45. The elastic deformable members 50 function to maintain the gap S, and the gap blocking mechanisms 60 function to block the gap S according to rocking of the upper story Fj. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种水平承载方法，其总是稳定地保持具有插入在下层中的千斤顶的多层建筑物，而不防止千斤顶的收缩/伸展，并且提供水平轴承结构。解决方案：水平轴承方法被提供用于承受施加到多层建筑1的水平载荷，其中千斤顶10插入在下层故障Fv（例如，第一故事1F）上以承受每个上层故事的负载。根据该方法，在通过柱P包围的区域T中，在上层故障Fj（j> v）上构成载荷传递结构40，该上层Fj（j> v）高于插座故障Fv的上方。载荷传递结构具有从低于插入故事Fv的插座或者上层故事Fj的基础部分B的低层故事F（v-1）。然后，负载传递梁45沿着结构40的周边表面在上层Fj上的区域周边柱P之间环形延伸。此外，弹性变形构件50和/或间隙阻挡机构60布置在间隙的多个位置 S由负载传递结构40的周边表面和环形载荷传递梁45限定。弹性变形构件50用于保持间隙S，并且间隙阻挡机构60用于根据上部的摇摆阻挡间隙S 故事Fj。版权所有（C）2010，JPO＆INPIT

9. 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.

10. 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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