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1. 发明专利

JP2004169468A Step structure of truss-rod attached deck floor 审中-公开
公开(公告)号：JP2004169468A
公开(公告)日：2004-06-17
申请号：JP2002338211
申请日：2002-11-21
申请人： San Matekku:Kk , Shimizu Corp , 株式会社サン・マテック , 清水建設株式会社
发明人： ARITA YASUMASA , MASAFUJI MICHIHIRO , YOSHIDA MAMORU , YAMAMURA TOSHIHISA , YONEYAMA TADAMASA , HARADA NOBORU
IPC分类号： E04B5/38 , E04B5/40 , E04C5/16
摘要： PROBLEM TO BE SOLVED: To provide a step structure of a truss-rod attached deck floor making use of a truss-rod attached floor panel with high working efficiency by a simplified constitution.
SOLUTION: When a first floor panel 3 and a second floor panel 8 horizontally adjacent to each other after making a different height arrange so as to make both end sides 3c and 8c vertically coaxial, a first truss rod 4 and a second truss rod 9 form a clearance lap joint in a plan view. The lap length of the first truss rod 4 and the second truss rod 9 is made as a member length and the different height of the first truss rod 4 is made as a height to arrange a square-shaped reinforcing bar 16 between them, and a connecting bar equipped with a vertical member 14a having the member length for connecting the first upper end bar 5 and the first lower end bar 6 is placed to the ends of the first truss rod 4 and the second truss rod 9. Concrete 18 is placed to such a step 15 after subsidiary reinforcing bars 17 have been separately arranged so as to connect the second neighboring truss rods 9 to each other.
COPYRIGHT: (C)2004,JPO

2. 发明专利

JP2003328587A Base isolation construction method for existing building 审中-公开
标题翻译：现有建筑的基础隔离施工方法
公开(公告)号：JP2003328587A
公开(公告)日：2003-11-19
申请号：JP2002134448
申请日：2002-05-09
申请人： Shimizu Corp , 清水建設株式会社
发明人： YOSHIDA MAMORU , SADAHIRO OSAMU , HIROSE KEIICHI , ASAMI TATSURO
IPC分类号： E02D27/34 , E04B1/36 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To easily and inexpensively provide base isolation to an existing building.
SOLUTION: In positions of top faces of existing footing beams 3, the footing beams and an upper structure which is a building frame of a ground floor are separated. A flat plate 21 which is a floor structure of a bottom floor is newly provided in a lowermost part of the upper structure. A base isolation device 20 is interposed between the upper structure and the existing footing beams. A flat slab or a void slab can be adopted as the floor structure, and prestress can be introduced also. A whole of the upper structure is raised higher than before modification to secure a floor height of the lowest floor.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了方便和低成本地为现有建筑提供基础隔离。解决方案：在现有脚梁3的顶面的位置处，基脚梁和作为底层的建筑物框架的上部结构是分开的。作为底板的地板结构的平板21在上部结构的最下部重新设置。基座隔离装置20插入在上部结构和现有基础梁之间。可以采用平板或空心板作为地板结构，也可以引入预应力。整个上部结构比修改前提高，以确保最低楼层的地板高度。版权所有（C）2004，JPO

3. 发明专利

JP2007100366A Vibration-control reinforcing structure for existing building 有权
标题翻译：现有建筑的振动控制加固结构
公开(公告)号：JP2007100366A
公开(公告)日：2007-04-19
申请号：JP2005290827
申请日：2005-10-04
申请人： Shimizu Corp , 清水建設株式会社
发明人： HIROSE KEIICHI , YOSHIDA MAMORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration-control reinforcing structure for an existing building, which avoids increase in the mass of the building, and does not reduce an effective space of the building.
SOLUTION: In formation of the vibration-control reinforcing structure, slits are formed at boundaries between an existing wall 12 and columns on both sides of the same to isolate the former from the latter, and another slit 16 is formed at a boundary between the existing wall 12 and an upper-story beam 13 to isolate the former form the latter, to thereby make the existing wall 12 into an independent structure. Then a one-side upper edge of the existing wall 12 and a one-side lower edge of the upper-story beam 13 which are flush with each other, are diagonally cut away at 45 degrees in a longitudinal section to form a triangular notch 17, and after leveling formed slant surfaces 12a, 13a with mortar 18, a panel damper 11 is secured to the slant surfaces 12a, 13a by means of anchor bolts 19.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于现有建筑物的振动控制加强结构，其避免了建筑物的质量的增加，并且不会降低建筑物的有效空间。解决方案：在形成振动控制加强结构时，在现有壁12与其两侧的柱之间的边界处形成狭缝，以将前者与后者隔离，并且在边界处形成另一个狭缝16 在现有的壁12和上层梁13之间以将前者形成后者，从而使现有的壁12成为独立结构。然后将现有壁12的一侧上边缘和上层梁13的一侧下边缘彼此齐平，在纵向方向上以45度对角切割，以形成三角形凹口17 并且在用研钵18平整后形成倾斜表面12a，13a之后，通过地脚螺栓19将面板阻尼器11固定到倾斜表面12a，13a。（C）2007年，JPO＆INPIT

4. 发明专利

JP2006283476A Bearing structure of string beam 有权
标题翻译：圆柱梁的承载结构
公开(公告)号：JP2006283476A
公开(公告)日：2006-10-19
申请号：JP2005107367
申请日：2005-04-04
申请人： Shimizu Corp , 清水建設株式会社
发明人： NAKAJIMA HAJIME , YOSHIDA MAMORU , NISHITANI TAKAYUKI , SARAUMI YASUYUKI , YASUTOMI AYAKO
IPC分类号： E04B1/36 , E04B1/34
摘要： PROBLEM TO BE SOLVED: To realize a reasonably and economically light-weighted string beam structure which does not hinder the characteristics of the string beam structure.
SOLUTION: A bearing part 10 comprises a stainless plate 16 glued on a lower surface of a base plate 13 welded to an end part of the string beam 8, a top plate 18 fixed onto a lower frame 14 by the intermediary of a mortar member 19, a sliding plate 15 having a smaller width L than that of the base plate 13 and being interposed between the stainless plate 16 and the top plate 18, anchor bolts 20, ... protruding from the lower frame 14 and penetrating long holes 23, ... formed in the base plate 13, and nuts 22 being fastened by the intermediary of washers 21 in a state of leaving an allowance Dz. The long holes 23, ... formed in the base plate 13 are long in a span direction of the string beam 8. The base plate 13 is slidable on the sliding plate 15 in the span direction. A stopper 17 abutting the base plate 13 is placed beside the base plate 13 on the top plate 18 at a predetermined interval Dx.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：实现不妨碍串梁结构特性的合理经济的轻型串梁结构。解决方案：轴承部分10包括胶合在焊接到钢丝绳梁8的端部的基板13的下表面上的不锈钢板16，通过中间的一个固定在下框架14上的顶板18 砂浆构件19，具有比基板13的宽度L小的插入在不锈钢板16和顶板18之间的滑动板15，从下部框架14突出并穿透长的地脚螺栓20 ... 形成在基板13中的孔23 ...，螺母22在离开余量Dz的状态下由中间的垫圈21紧固。形成在基板13上的长孔23 ...在弦梁8的跨度方向上长。基板13能够在跨越方向的滑板15上滑动。邻接基板13的止动件17以预定间隔Dx放置在顶板18的基板13的旁边。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2004278177A Structure and method for joining reinforced concrete column and steel-frame beam 审中-公开
公开(公告)号：JP2004278177A
公开(公告)日：2004-10-07
申请号：JP2003072594
申请日：2003-03-17
申请人： Shimizu Corp , 清水建設株式会社
发明人： ENOMOTO HIDEFUMI , ARITA YASUMASA , YOSHIDA MAMORU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To simply and surely rigidly join a reinforced concrete column and a steel-frame beam.
SOLUTION: An anchorage bar is welded to the end of the steel-frame beam 2, and the end of the steel-frame beam is directly embedded in a joint part along with the anchorage bar. A three-side frame-shaped bent bar 7 or an anchor bar with an anchor head is used as the anchorage bar. Otherwise, an end plate is welded to the beam end of the steel-frame beam, and the end of the steel-frame beam is directly buried in the joint part. A cotter plate is prewelded to the top surface and undersurface of the end of the steel-frame beam. In the execution of work for joining the reinforced concrete column and the steel-frame beam, the steel-frame beam is temporarily supported by a temporary support 9 so that the end of the steel-frame beam can be arranged in the joint part, and the reinforced concrete column 1 is formed, including the joint part, by placing concrete in a column form in that state, so that the end of the steel-frame beam can be directly embedded in the joint part concurrently with the formation of the reinforced concrete column.
COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JP2005155093A Foundation structure for structure 审中-公开
标题翻译：结构基础结构
公开(公告)号：JP2005155093A
公开(公告)日：2005-06-16
申请号：JP2003392797
申请日：2003-11-21
申请人： Shimizu Corp , 清水建設株式会社
发明人： YAMAMOTO KAZUNOBU , YOSHIDA MAMORU , MASAFUJI MICHIHIRO
IPC分类号： E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure for a structure, which has good workability by virtue of a simple constitution, and which brings about an improvement in productivity and a reduction in cost by securing the degree of freedom of equipment piping and a double pit equipped with a manhole enabling the entrance/exit of an operator in maintenance.
SOLUTION: This foundation structure 4 of the structure 1 comprises: a mat foundation 5 which directly transfers a load of an upper structure 3 to ground; and a connection member 6 which is arranged in a position wherein a column base part of a column 2 constituting the upper structure 3 is joined by a top surface of the mat foundation 5, and which is constructed so as to be integrated with the mat foundation 5. Though the connection member 6 makes the column base part of the column 2 and the mat foundation 5 joined together, stress of the column 2, which is associated with the occurrence of an earthquake etc., is smoothly transferred to the mat foundation 5. Thus, a footing beam is made unnecessary, so that one open space, which is as large as the base area of the upper structure 3, can be formed between the mat foundation 5 and a floor slab 3a, and the double pit 7 is formed in the open space.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过简单的构造提供具有良好可操作性的结构的基础结构，并且通过确保设备管道的自由度来提高生产率和降低成本以及配备有能够进行维修的操作者的出入口的人孔的双坑。解决方案：结构1的基础结构4包括：将上部结构3的负载直接传递到地面的垫基础5; 以及连接部件6，其配置在构成上部结构体3的列2的列基部与垫基体5的上表面接合的位置，并且构成为与垫基体虽然连接部件6使列2的基底部分和垫基体5接合在一起，但与发生地震等相关联的柱2的应力平稳地传递到垫基座5 因此，不需要脚梁，从而可以在垫基础5和楼板3a之间形成与上结构体3的基部面积一样大的一个开放空间，双坑7 形成于空地。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004278179A Joint structure of reinforced concrete column and steel-frame beam 审中-公开
公开(公告)号：JP2004278179A
公开(公告)日：2004-10-07
申请号：JP2003072596
申请日：2003-03-17
申请人： Shimizu Corp , 清水建設株式会社
发明人： ENOMOTO HIDEFUMI , YOSHIDA MAMORU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To simply and firmly join a steel-frame beam to a reinforced concrete column.
SOLUTION: In a joint structure of a steel-frame beam 2 to a column head part of the reinforced concrete column 1, a bracket 3 of reinforced concrete construction is integrally provided in the side part of the column head part, and an end of the steel-frame beam is supported by the bracket and the column head part so as to be anchored to them by means of an anchor bolt 5. Otherwise, the bracket of the reinforced concrete construction is integrally formed in the side part of the column head part; a joining member is fixed to the side surface of the bracket; and the end of the steel-frame beam is bolt-fastened to the joining member. Otherwise, a strut material, which is welded to the undersurface side of the end of the steel-frame beam, is anchored into an anchoring hole which is provided in the column head part.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2004278178A Structure and method for joining reinforced concrete column and steel-frame beam 审中-公开
标题翻译：加固混凝土柱和钢框架梁的结构与方法
公开(公告)号：JP2004278178A
公开(公告)日：2004-10-07
申请号：JP2003072595
申请日：2003-03-17
申请人： Shimizu Corp , 清水建設株式会社
发明人： ENOMOTO HIDEFUMI , ARITA YASUMASA , YOSHIDA MAMORU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To simply and surely rigidly join a reinforced concrete column and a steel-frame beam.
SOLUTION: In a structure for rigidly joining the reinforced concrete column 1 and the steel-frame beam 2, a joining member 7, wherein a gusset plate 9 is welded to the surface of a base plate 8, is fixed to a joint part by an anchor member; a web 2a of the steel-frame beam is bolt-fastened to the gusset plate; and a flange 2b is welded to the base plate. A three-side frame-shaped bent part 10 with one opened side part or an anchor bolt passing through the joint part is adopted as the anchor member. In the execution of work for joining the reinforced concrete column and the steel-frame beam, after the column 1 is preconstructed in a state wherein only the base plate 8 is fixed to the surface of the joint part, the gusset plate 9 is welded to the base plate; after that, the web 2a of the steel-frame beam 2 is bolt-fastened to the gusset plate; and the flange 2b is welded to the base plate.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：简单而可靠地刚性地连接钢筋混凝土柱和钢架梁。解决方案：在钢筋混凝土柱1和钢框架梁2刚性接合的结构中，将连接构件7固定在基板8的表面上，其中将角撑板9焊接到基板8的表面上部分由锚成员; 钢框架梁的腹板2a螺栓固定在角撑板上; 并且凸缘2b焊接到基板。作为锚定构件，采用具有一个开口侧部或通过接合部的锚定螺栓的三侧框架状弯曲部10。在执行用于连接钢筋混凝土柱和钢框梁的工作时，在仅将基板8固定在接合部的表面上的状态下，在柱1被预先构造之后，将角撑板9焊接到基板; 之后，将钢架梁2的腹板2a螺栓固定在角撑板上; 并且凸缘2b焊接到基板。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2004150193A Inclination repairing construction method for dirt floor concrete building 有权
公开(公告)号：JP2004150193A
公开(公告)日：2004-05-27
申请号：JP2002318383
申请日：2002-10-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： ASAMI TATSURO , SADAHIRO OSAMU , YOSHIDA MAMORU
IPC分类号： E02D35/00
摘要： PROBLEM TO BE SOLVED: To provide an inclination repairing construction method for a dirt floor concrete building for reducing costs and a construction period of earth work, securing earthquake resistant safety of the building in a work period, and preventing generation of noises and industrial waste of dirt floor demolition work. SOLUTION: This inclination repairing construction method of the dirt floor concrete building removes dirt floor concrete 4 of an excavating part 5 for arranging a jack 2 for coping with unevenness by jacking up a foundation 1 of the inclined dirt floor concrete building, and isolates (7) from a foundation beam 6 in the other dirt floor concrete 4, and places floor raising dirt floor concrete 9 on the existing dirt floor concrete 4 by jacking up the foundation 1 thereafter by an unevenness quantity. COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2005083018A Floating type base isolation structure 审中-公开
标题翻译：浮动式基体隔离结构
公开(公告)号：JP2005083018A
公开(公告)日：2005-03-31
申请号：JP2003314505
申请日：2003-09-05
申请人： Shimizu Corp , 清水建設株式会社
发明人： NAKAJIMA HAJIME , YOSHIDA MAMORU
IPC分类号： E04B1/36 , E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a safe and economical floating type base isolation structure.
SOLUTION: This floating type base isolation structure includes a floating base isolation structure 1 arranged in a base isolation pit 2 and a liquid 4 stored therein. The liquid 4 is sealed in the base isolation pit 2 by a lower structure 1b constituting the floating base isolation structure 1 and a sealant 6 formed between the side wall of the lower structure 1b and the inner wall of the base isolation pit 2 and set so as to close the opening of the base isolation pit 2. In this floating type base isolation structure, in case of earthquake or the like, a horizontal force acts on the floating base isolation structure to horizontally move it within the base isolation pit 2. However, the liquid 4 causes no free motion because it is sealed in the base isolation pit 2. Therefore, the level of the liquid 4 is not varied between the lateral sides of the floating base isolation structure 1 in a certain direction to which the structure 1 horizontally moved, or the hydraulic pressure which acts on the lateral sides of the floating base isolation structure does not cause unbalance.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供安全经济的浮动式基座隔离结构。解决方案：这种浮动型基础隔离结构包括布置在基底隔离凹坑2中的浮动基座隔离结构1和存储在其中的液体4。液体4通过构成浮动基部隔离结构1的下部结构1b和形成在下部结构1b的侧壁和基部隔离凹坑2的内壁之间的密封剂6密封在基部隔离凹坑2中，并且设置成为了封闭基底隔离凹坑2的开口。在这种浮动式基座隔离结构中，在地震等的情况下，水平力作用在浮动基座隔离结构上，以在底部隔离凹坑2内水平移动。由于液体4被密封在基底隔离凹坑2中，所以液体4不会自由运动。因此，液体4的水平在浮动基部隔离结构体1的横向侧之间在结构1 水平移动或作用在浮动基座隔离结构的侧面上的液压不会造成不平衡。版权所有（C）2005，JPO＆NCIPI

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