专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2005155049A Anti-seismic reinforcing structure for building construction 有权
标题翻译：建筑施工抗地震加固结构
公开(公告)号：JP2005155049A
公开(公告)日：2005-06-16
申请号：JP2003391672
申请日：2003-11-21
申请人： Nippon Steel Corp , Sho Bond Constr Co Ltd , Sumitomo 3M Ltd , ショーボンド建設株式会社 , 住友スリーエム株式会社 , 新日本製鐵株式会社
发明人： KASAI KAZUHIKO , KURAMOTO HIROSHI , WADA AKIRA , NAKADA YASUHIRO , NAKAMURA HIROSHI , UEMATSU TAKUMI , HATA KAZUO , OKUMA KIYOSHI , TOKORO TAKESHI
IPC分类号： E04H9/02 , E04G23/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an anti-seismic reinforcing structure for a building construction, which is achieved by firmly arranging an intermediate member (stud) of a simple structure on an immediately front portion or rear portion of a column, at a location between upper and lower additional beam members connected to existing beams, respectively, to thereby minimize a shearing force and a load bearing capacity imposed thereon. SOLUTION: According to the anti-seismic reinforcing structure, a desired number of the intermediate members 13 are arranged at the immediately front portions of the columns 11, 11, and the additional upper and lower beam members 14, 14 are arranged on front portions of the existing upper and lower beams 12a, 12b, followed by fixing the upper and lower beams 12a, 12b and the upper and lower beam members 14, 14 to each other at inflection points P1, P2 that are displaceable when a horizontal force is applied to the beams 12a, 12b and the beam members 14, 14, as pin fulcrums by slightly longer diameter pin members 14a, 14b. Then each intermediate member 13 is firmly arranged on a lower surface and an upper surface of the additional beam member 14 by fixing means such as anchor bolts or a welding means. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于建筑结构的抗震加固结构，其通过将简单结构的中间构件（螺柱）牢固地布置在立柱的前部或后部上而实现，在分别连接到现有梁的上和下附加梁构件之间的位置，从而使施加在其上的剪切力和承载能力最小化。解决方案：根据抗震加固结构，所需数量的中间构件13布置在立柱11,11的立即前部，并且附加的上和下梁构件14,14被布置在现有的上梁和下梁12a，12b的前部分，然后将上梁和下梁12a，12b以及上梁和下梁构件14,14彼此固定在拐点P1，P2处，在拐点P1，P2处，当水平力通过较长直径的销构件14a，14b施加到梁12a，12b和梁构件14,14作为销支点。然后，每个中间构件13通过诸如锚定螺栓或焊接装置的固定装置牢固地布置在附加梁构件14的下表面和上表面上。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005126955A Anti-seismic strengthening structure and seismic strengthening method 审中-公开
标题翻译：抗地震加强结构与地震加固方法
公开(公告)号：JP2005126955A
公开(公告)日：2005-05-19
申请号：JP2003361974
申请日：2003-10-22
申请人： Nippon Steel Corp , Sho Bond Constr Co Ltd , ショーボンド建設株式会社 , 新日本製鐵株式会社
发明人： NAKAMURA HIROSHI , NAKADA YASUHIRO , UEMATSU TAKUMI , WADA AKIRA , KASAI KAZUHIKO , KURAMOTO HIROSHI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an anti-seismic strengthening structure which reduces costs by structural simplicity and which dispenses with great skill by virtue of simplicity of construction, and also to provide an anti-seismic strengthening method.
SOLUTION: In the anti-seismic strengthening structure, a visco-elastic body is provided on one side surface of a concrete structure 1 or both side surfaces 2a thereof; a face material 4 is provided on an outer surface of the visco-elastic body 3; and one side part of the facing material 4 is fixed to a part except the side surface 2a of the concrete structure 1 via a fixing bracket 5. An anti-fall member for preventing the face material 4 from falling is arranged in such a manner as to face an outer surface of the face material 4, and mounted on the concrete structure 1. The visco-elastic body 3 side of an anti-seismic strengthening face plate 11 with the visco-elastic body, wherein the visco-elastic body 3 is fixedly preattached to one side surface of the face material 4 or both side surfaces thereof, is provided on the side surface 2a of the concrete structure 1. After that, the face material 4 is fixed to a part, except the side surface 2a, of the concrete structure 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种抗结构强化结构，其通过结构简单性降低成本，并且由于简单的结构而省去了很大的技术，并且还提供了抗震加固方法。解决方案：在抗震加固结构中，在混凝土结构1的一个侧表面或其两个侧表面2a上设置粘弹体; 表面材料4设置在粘弹性体3的外表面上; 面对材料4的一侧部分经由固定支架5固定在除了混凝土结构体1的侧面2a之外的部分上。防止面材4落下的防倒下构件以如面对面材4的外表面，并安装在混凝土结构体1上。具有粘弹性体的抗震强化面板11的粘弹体3侧，其中粘弹性体3为固定地预先固定在面材4的一个侧面或其两个侧面上，设置在混凝土结构体1的侧面2a上。之后，将面材4固定在除了侧面2a以外的部分具体结构1.版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2007277952A Earthquake-resistant connection structure and method of constructing the same 有权
标题翻译：地震阻抗连接结构及其构造方法
公开(公告)号：JP2007277952A
公开(公告)日：2007-10-25
申请号：JP2006106342
申请日：2006-04-07
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： ICHIKAWA YASUSHI , YOSHIKAWA HIDEAKI , WADA AKIRA
IPC分类号： E04B1/58 , E04B1/24
CPC分类号： E04H9/02 , E04H9/028
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resistant connection structure which is available for a newly constructed reinforced structure, and improves the earthquake resistance by ensuring a story deformation angle of 1/30 or more, and to provide a method of constructing the earthquake-resistant connection structure. SOLUTION: According to the earthquake-resistant connection structure, a connection fitting for connecting an earthquake-resistant member to an intersection between a steel column erected in an almost vertical direction and a steel beam extended in an almost horizontal direction, is attached to the intersection such that a first connection plate and a second connection plate of the connection fitting, arranged in a mutually orthogonal directions, are abutted on the steel column and the steel beam in an unfixed manner. Then movement inhibiting members resisting a force applied to the connection fitting, are arranged on the steel column and the steel beam so as to abut on edges of the first and second connection plates, respectively. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供可用于新建的加强结构的抗震连接结构，并且通过确保故障变形角度为1/30以上来提高耐震性，并且提供一种方法构建抗震连接结构。解决方案：根据耐震连接结构，将用于将抗震构件连接到竖立在几乎垂直方向上的钢柱与大致水平方向延伸的钢梁之间的交叉点的连接配件使得以相互正交的方式布置的连接配件的第一连接板和第二连接板以不固定的方式抵接在钢柱和钢梁上。然后，抵抗施加到连接配件的力的运动抑制构件分别布置在钢柱和钢梁上，以便抵靠第一和第二连接板的边缘。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2006177135A Joint structure for antiseismic reinforcement 有权
标题翻译：联合结构防止加固
公开(公告)号：JP2006177135A
公开(公告)日：2006-07-06
申请号：JP2005083022
申请日：2005-03-23
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ICHIKAWA YASUSHI , SAEKI EIICHIRO , WADA AKIRA
IPC分类号： E04B1/58 , E04G23/02
CPC分类号： E04H9/02 , E04H9/028
摘要： PROBLEM TO BE SOLVED: To assure a large bearing force of an antiseismic reinforcing member by mounting a movable restraining member on a concrete slab, of which the restraining member bears a horizontal force by the shearing force separately from a joint metal which is not attached to a slab face so that only the shearing force may be mainly applied to the slab face and a column face.
SOLUTION: The joint metal 5 for joining the antiseismic reinforcing member 4 like a brace is mounted on an intersecting part of the column 1 and a beam 2. A first joint plate 6 of the joint metal 5 is joined to the column 1 by a fixing means like high-strength bolts 12. A second joint plate 7 is not joined to the concrete slab 3 on the beam. The movable restraining member 14 resisting the horizontal force applied to the non-fixed side and transmitting the force to the concrete slab 3 as the shearing force is fixed to the concrete slab 3 by a fixing means like an adhesive agent 15.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过将可移动限制构件安装在混凝土板上来确保抗震加强构件的大的承载力，其中约束构件通过剪切力承受与接合金属相同的水平力，不附着在板坯面上，使得只能将剪切力主要施加到板坯面和柱面上。解决方案：用于将抗震加固件4与支架接合的接合金属5安装在柱1和梁2的交叉部分上。接头金属5的第一接合板6与柱1接合通过诸如高强度螺栓12的固定装置。第二接合板7不与梁上的混凝土板3接合。可移动限制构件14抵抗施加到非固定侧的水平力并且通过诸如粘合剂15的固定装置将剪切力固定到混凝土板3上来将力传递到混凝土板3。（C）2006，JPO＆NCIPI

5. 发明专利

JPS58207303A Charger of raw material for vertical furnace 失效
标题翻译：垂直炉的原材料充电
公开(公告)号：JPS58207303A
公开(公告)日：1983-12-02
申请号：JP8889182
申请日：1982-05-27
申请人： Nippon Steel Corp , Nittetsu Plant Designing Corp
发明人： KISHIKAWA NAOTO , YAMAHARA KATSUYUKI , YAMAGUCHI YASUHIRO , WADA AKIRA
IPC分类号： C21B7/20
CPC分类号： C21B7/20
摘要： PURPOSE:To simplify construction and to reduce the costs for installation, maintenance and operation in a bell-less charger for a vertical furnace by using a rotary joint and link mechanisms for driving power transmission mechanisms of devices for swiveling and tilting an in-furnace chute. CONSTITUTION:Raw materials are distributed and charged into a furnace with a gathering chute 17 and an in-furnace chute 20 supported swivelably and tiltably in a furnace 19 below a vertical feed port 18. The chute 20 is mounted to an inner annular ring 21 pivoted rotatably around the horizontal axis Y-Y, and the ring 21 intersects orthogonally with the axis Y-Y. An outer annular ring 22 pivoted rotatably around one horizontal axis X-X is mounted. The ring 21 is connected at the plural positions thereto to driving devices 23 on the outside of the furnace by means of universal joint connection parts 24. Each part 24 is constituted of a connecting rod 25 having universal joints at both ends, an arm 26, a revolving shaft 28 penetrated through a casing 27 and an arm 29. The ring 22 is supported by the trunnion shaft 31 on the axis X-X and a bearing 32 and is rotatable around the axis X-X. The ring 21 is supported by the bearing 33 on the axis Y-Y of the ring 22 and the shaft 34 on ring 21 and is rotatable around the axis Y-Y.
摘要翻译：目的：通过使用旋转接头和链接机构来简化结构并降低安装，维护和操作在立式炉的无喇叭充电器中的成本，用于驱动用于旋转和倾斜炉内溜槽的设备的动力传递机构。构成：将原材料分配并装入具有收集斜槽17的炉中，并将炉内斜槽20可旋转地和倾斜地支撑在垂直进料口18下方的炉19中。斜槽20安装到枢转的内环21 可旋转地围绕水平轴线YY，并且环21与轴线YY正交地相交。围绕一个水平轴X-X可转动地旋转的外环形环22。环21通过万向接头连接部件24在多个位置连接到炉外部的驱动装置23.每个部件24由在两端具有万向接头的连杆25，臂26，旋转轴28穿过壳体27和臂29.环22由轴颈XX上的耳轴31支撑，并且轴承32可绕轴线XX旋转。环21由环22的轴Y-Y上的轴承33和环21上的轴34支撑，并且能够绕轴线Y-Y旋转。

6. 发明专利

JP2000120083A ASEISMIC BASE ISOLATION STRUCTURE FOR CONSTRUCTION 失效
公开(公告)号：JP2000120083A
公开(公告)日：2000-04-25
申请号：JP29489598
申请日：1998-10-16
申请人： NIPPON STEEL CORP
发明人： SAEKI EIICHIRO , NAGATA MAKOTO , WADA AKIRA
IPC分类号： E02D5/56 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To smoothly damp earthquake force by providing separately an isolator pile having a function as an isolator and a damper pile for absorbing earthquake input energy in which horizontal rigidity in an elastic region is larger than the isolator pile by supporting the vertical force of a structure and lessening the horizontal force. SOLUTION: A damper pile 4 is provided separately from an isolator pile 3, and the horizontal rigidity of the pile 3 supporting an upper structure 1 is lessened to have restoration force. As the result, aseismic base isolation effect is given to the pile 3 combined with the pile 4, and input earthquake energy is remarkably reduced. At the same time, the horizontal force and bending moment acting on a pile head from the structure are reduced. When a rotation wing 7 is provided on the edge of a rotation press-in steel pipe pile being the pile 3, large edge support force is displayed. The shaft diameter of the pile 3 is made small by using it to lessen the horizontal rigidity. Thereby the safety of a building is improved, and the structure of a short construction period and a low cost can be realized.

7. 发明专利

JP2001090374A STRUCTURE OF EARTHQUAKE RESISTANT BUILDING 失效
公开(公告)号：JP2001090374A
公开(公告)日：2001-04-03
申请号：JP26124299
申请日：1999-09-14
申请人： TAKAHASHI TEIICHI , WADA AKIRA , OVE ARUP & PARTNERS JAPAN LTD , SHIMIZU CONSTRUCTION CO LTD , NIPPON STEEL CORP
发明人： TAKAHASHI TEIICHI , WADA AKIRA , HIKONE SHIGERU , HORI TOMIHIRO , TAKEUCHI TORU
IPC分类号： E04B1/34 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To longer or super-longer lengthen the natural period of a building. SOLUTION: This structure of an earthquake-resistant building comprises a core shaft 1 and a main structural body 2 supported in an oscillating manner with its top as a supporting point. The main structural body comprises a top structural body 4 supported on a top of the core shaft by an oscillating supporting device and a building support part 5 supported in a suspended manner, and is responded as a pendulum like a balancing toy in an earthquake, and its natural period is set to be sufficiently longer than the period of the earthquake. The oscillating and supporting device forming of a single spherical seat 3 or an assembly of a plurality of base isolation devices inclined toward the imaginary center, is provided in one stage or in a multiple stage in the vertical direction. A phase mechanism 15 and a damper 6 are interposed between a building body part and the core shaft or the ground. A slab 10 is supported in a suspended manner with columns 8 of the building body part as suspension members, and a reinforcing means 14 to restrict the interlayer displacement is provided. A stay 6 projecting upward is provided in a center part of the top structure body, and a peripheral edge part of the top structural body is supported from the stay by tension members 7 in a suspended manner.

8. 发明专利

JPH0657820A ANTI-SEISMIC STEEL STRUCTURE 失效
公开(公告)号：JPH0657820A
公开(公告)日：1994-03-01
申请号：JP23150592
申请日：1992-08-07
申请人： NIPPON STEEL CORP
发明人： IWATA MAMORU , WATANABE ATSUSHI , KAWAI HIROKI , WADA AKIRA
IPC分类号： E04B1/24 , E04H9/02
摘要： PURPOSE:To permit a steel structure to exhibit its vibration isolating performance and prevent the columns and beams of the structure from permanent deformation by concentrating the seismic energy on a buckling restraining brace when a large earthquake happened. CONSTITUTION:Concrete 3 is placed fully between a steel pipe 1 and a low yield point steel material 2 arranged inside thereof, and thereby a buckling restraining brace 4 is formed. The buckling restraining brace 4 is mounted on a steel structure 7 consisting of high yield point steel columns 5 and high yield point steel beams 6.

9. 发明专利

JPH0449340A LAY-IN JOINT STRUCTURE FOR COLUMN AND BEAM 失效
公开(公告)号：JPH0449340A
公开(公告)日：1992-02-18
申请号：JP15866290
申请日：1990-06-19
申请人： NIPPON STEEL CORP
发明人： YAZAKI MITSUHIKO , IWATA MAMORU , WADA AKIRA
IPC分类号： E04B1/24
摘要： PURPOSE:To quickly connect columns with beams by a simplified operation in which horizontal circular grooves formed on the upper and lower ends of a column are connected with horizontal circular arc-shaped projections provided to the joint metal of a beam. CONSTITUTION:Horizontal circular grooves 2 and 3 are formed on the upper and lower ends of a column 1, and horizontal circular arc-shaped projections 7 and 6 are formed on the downside and upside of the joint metal 5 of a beam 4. A wedge-insert groove 21 is also formed on the central part of both ends of the horizontal circular arc part 19. The horizontal circular arc-shaped lower projection 5 of the joint metal of beam is fitted into the groove 2 of the upper end of the column 1, the projection 7 of the joint metal 5 is fitted into the groove 3 of the lower end of the column 1, and a clamp wedge 8 is put between the adjacent joint metals 5 and fixed. The column 1 and the beam 4 can thus be quickly connected by the simplified operation.

10. 发明专利

JP2003184176A STRUCTURE FOR JOINING COLUMN AND BEAM TOGETHER 审中-公开
公开(公告)号：JP2003184176A
公开(公告)日：2003-07-03
申请号：JP2001391061
申请日：2001-12-25
申请人： NIPPON STEEL CORP
发明人： OKADA TAKESHI , TAKEUCHI TORU , MAEDA YASUSHI , SUZUKI KAZUSADA , WADA AKIRA , YAMADA SATORU
IPC分类号： E04B1/24 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a structure for joining a column and a beam together, which absorbs energy during earthquakes by making a flange part of a split tee undergo flexural yielding in advance. SOLUTION: In the structure for joining the column and the beam together, the split tee 1 is bolt-joined to a steel framed column 2 by a flange 1a; a steel framed beam 3 is assembled and bolt-joined to a web 1b of the split tee 1; and the flange 1a of the split tee 1 undergoes the flexural yielding, so that the energy of the earthquake can be absorbed. The structure is characterized as follows: an upper limit value of a yield point control value of the split tee 1 is set to be twice as great as a lower limit value thereof at the maximum; interval maintaining members 4 are inserted in a state of being sandwiched between both ends of the flange 1a and a bolt-joining part of the column 2; and the flange 1a and the column 2 are joined together in a state of having a gap in between. COPYRIGHT: (C)2003,JPO

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式