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JP2011184984 |
To overcome the problem that a detached house with a base isolation device therefor is not spread widely due to high initial investment costs and also necessary maintenance costs to maintain functions of the base isolation device, in con...
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JP2011185012 |
To provide a temporary fixation fitting for a sliding bearing, which prevents a bearing member from rotating within a horizontal plane with respect to a sliding member, eliminates large-scaled positional adjustment work using a crane, an...
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JP2011179269 |
To provide a method of construction of a steel brace for aseismatic reinforcement by which sufficient strength is secured and the construction is facilitated by a highly accurate product.In the method of construction for installing the s...
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JP2011179234 |
To suppress buckling of a reaction support.This mechanism 1 for imparting attenuation of bending deformation of a structure, which attenuates the bending deformation of the structure 100, includes: a supporting column 10 for supporting t...
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JP2011179252 |
To provide a method and a device for replacing load bearing of a seismic isolation device, which prevents an elastic deformed portion of the seismic isolation device from sinking in a building to replace a load bearing, when installing a...
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JP2011174293 |
To provide building structure, a building and a base-isolated building having a double floor, which allow a person to enter into an underfloor space.A floor slab 34 is provided in a lower part of a beam 22, and the underfloor space 50 of...
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JP2011174298 |
To provide a connecting vibration control structure of a structural body, which can prevent torsional vibration.In the connecting vibration control structure 10 for performing vibration control of the two structural bodies A, B having th...
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JP2011174370 |
To provide an evacuation safety system in a facility, which accommodates persons who have difficulty in quickly evacuating by themselves and need to temporarily wait for rescue.A hospital facility 10 for accommodating persons to be rescu...
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JP2011174509 |
To provide a means capable of demonstrating a sufficient damping effect to earthquake motion containing long period earthquake motion in a damping device for a countermeasure against a wind shake adopted with an active damping method.The...
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JP2011174364 |
To provide a joint damper and structure of joint section which can produce excellent damping effect for a brace-mounted frame structure with no limitation to its installation place.The joint damper 1 includes the first high rigidity memb...
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JP2011169015 |
To supply a high-quality high-rise building capable of serving as social assets, by shortening a construction period of a reinforced concrete building and providing a base-isolated structure, while learning the lessons of the Great Hansh...
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JP2011169053 |
To obtain a floor structure which transmits a horizontal force received by a first structure to a second structure while suppressing breakage of a floor slab, to mutually distribute the forces received by the first and second structures ...
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JP2011168984 |
To provide a buckling restraining brace to be manufactured at low costs and having a high withstanding strength.This buckling restraining brace 1 includes a core 3 which is formed of a flat steel bar having a recessed part 3a and a reinf...
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JP2011169099 |
To provide a more effective earthquake-proof construction method which can overcome a problem of an inevitable lack of complete confidence for a construction client since an existing earthquake proof construction method is a partial meth...
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JP2011169070 |
To provide the perpendicular structural member of a building such as a column, a wall or the like which can maintain PC steel and a reinforcing bar within the range of linear restoring force and prevent cracks and damage even when it und...
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JP2011168990 |
To surely reduce vibrational energy whether first and second members provided at a horizontal interval and each elongated in a vertical direction each undergo bending deformation or shear deformation, when the first and second members un...
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JP2011162978 |
To provide a joint structure of a precast concrete member, which exhibits a damping effect by changing the rigidity of the member based on earthquake information without using a variable damper, and to provide a structure.When a control ...
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JP2011163927 |
To provide a basic slab of a building of a nuclear plant, and the nuclear plant, which secure a base isolation performance, and miniaturize the building of the nuclear plant arranged on the top surface.This basic slab is equipped with: a...
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JP2011163057 |
To provide a method for repairing a quake absorbing structure and a quake absorbing device which can suppress deformation while maintaining an effect of seismic response reduction of the quake absorbing structure.In the method for repair...
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JP2011163105 |
To provide a device which protects houses and residents by absorbing vibration caused by earthquakes to reduce damages, in view of the fact that our country has experienced many earthquake hazards in the past, causing enormous damages to...
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JP2011163066 |
To provide an under-foundation base isolation structure, which applies base isolation to a building by causing a slip under the foundation during earthquakes and which can effectively restrain the building from making a rotational motion...
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JP2011162975 |
To enable an inner side joiner to be left unembedded while being fitted into a fitting groove of a vertical slit in construction of a slit joint; and to constitute a slit joint without filling the slit joint with a sealant, mortar, etc.T...
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JP2011162982 |
To increase the span of a truss beam in an open truss structure.Truss beams 24 with a large span are installed between steel-framed columns 32. A steel-framed column 38 is installed between the steel-framed columns 32 adjacent to each ot...
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JP2011162943 |
To increase the earthquake resistance and damping property of a wooden framework structure in a simple structure.One link body 42a is formed by connecting three link plates 44a, 44b, 44c to each other with a rotation node 43. The rotatio...
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JP2011163020 |
To provide a viscoelastic damper device which is further miniaturized while preventing an excessive force from generating out of a viscoelastic body.This viscoelastic damper device installed between members constituting a building includ...
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JP2011157728 |
To provide a damper and a wood construction using the same, which exert an excellent vibration control effect to the wood construction, in which a wooden framework panel construction method using panel members or a wood frame constructio...
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JP2011158015 |
To provide a vibration reducing device for reducing vibration by enhancing the mass moving effect of fluid.The vibration reducing device 10 includes a cylinder 20 filled with functional fluid 11, a piston 30 movably stored in the cylinde...
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JP2011157788 |
To provide a viscoelastic damper device which maintains the flexibility of a design of a building and sufficiently secures the efficiency of energy absorption by a viscoelastic body, and also to provide a crossing structure of a framewor...
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JP2011157724 |
To provide an effective and proper seismic control structure targeting a computer center.An equipment floor 2 for installing a machine room is provided on a floor immediately below a standard floor 1 for installing a computer room. The e...
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JP2011157800 |
To provide a quake-absorbing construction method for a detached house such as a wooden-structure conventional method of construction and a two-by-four method (two-by-four system) or the like.The shape of the foundation 6 is changed from ...
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JP2011157775 |
To provide a base isolating foundation structure for buildings, which exerts an appropriate vibration damping action relative to lightweight buildings such as houses, prevents the oscillation of buildings in strong winds, avoids resonanc...
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JP2011153437 |
To provide reinforcing hardware which has damping performance, can secure the strength of a building even in an aftershock, and has superior cost performance.This reinforcing hardware 11 includes two attachment pieces 12 which are dispos...
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JP2011155770 |
To provide a bonding metal fitting which is in an unprecedented new form and besides can be utilized, being suited to a little difference in a diameter of reinforcing rods thereby having versatility.It includes first and second catching ...
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JP2011153495 |
To provide a vibration control system which is effective and proper, and is used in a steel gabled roof rigid frame.A rotational inertia mass damper 7 is arranged near the rigid joint point between a column 3 and a girder 2 of the gabled...
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JP2011155772 |
To provide an equipotential bonding metal fitting which has versatility and is easy to use.The equipotential bonding metal fitting is composed of the first and second catching plates 1 and 2 in a pair, which are provided with engaging gr...
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JP2011155771 |
To provide an equipotential bonding metal fitting which has versatility and is easy to use.The equipotential bonding metal fitting is composed of the first and second catching plates 1 and 2 in a pair, which are provided with engaging gr...
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JP2011153707 |
To greatly inhibit vibration in an earthquake and to reduce time and labor for maintenance by increasing the natural period.A seismic isolation device 1 is interposed between an upper structure 2 and a lower structure 3 supporting the sa...
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JP2011153457 |
To provide a bearing wall structure of a wooden building that can secure a high wall magnification.The bearing wall structure 1 of the wooden building includes an energy absorber 2 mounted to the center part of one column member 5, and s...
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JP2011153426 |
To provide an effective and appropriate wall surface structure which effectively reduces damage due to explosion of hydrogen by applying to a simple facility such as a hydrogen station.This wall surface structure is suitably applied to a...
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JP2011155769 |
To provide an equipotential bonding metal fitting which can be assembled to a reinforcing rod by absorbing a little difference in a diameter of the reinforcing rod thereby having versatility and being easy to use.The equipotential bondin...
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JP2011149222 |
To provide a construction method of a concrete slab which prevents the concrete slab from being cracked or broken caused by thermal shrinkage.This construction method of the concrete slab comprises a process (a first placing process) for...
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JP2011149153 |
To provide a vibration control structure which inexpensively and surely reduces deformation of the whole building during earthquakes, while inhibiting restrictions from being imposed on a building plan by a vibration control damper.The v...
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JP2011149155 |
To reduce an earthquake load acting on a structure in earthquakes, while securing the sound isolation performance of a floor slab and the like in normal times.In a structure 1 including a structural member 2 and a non-structural member, ...
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JP2011149146 |
To provide a high-durability vibration control structure, capable of maintaining a superior vibration control function over a long period of time, and to provide a vibration control building using the vibration control structure.Characte...
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JP2011149229 |
To further improve earthquake resistance of a beam-column frame without thickening a reinforcing member, such as a stud, nor increasing the number of reinforcing members.In the beam-column frame 10 where the studs 30 are installed betwee...
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JP2011149215 |
To provide a three-dimensional base isolation device allowing a designer to complete design of the whole device by designing strength of a horizontal base isolation mechanism and strength of a vertical base isolation mechanism independen...
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JP2011149230 |
To provide a reinforcing structure enhancing the restraint force of a column in a horizontal direction and a rotating direction by laying connecting members between fixtures that surround a column base part of a wooden building.The reinf...
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JP2011149249 |
To provide a control system for a variable damping damper that can suppress an increase in an axial force applied to columns of a vibration control structure by controlling the damping force of the variable damping damper suitably accord...
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JP2011149184 |
To provide a new external protective technology which can automatically and surely remove dust and snow, adhered to a narrow step space of an exterior wall of a building, a step section on a bridge pier caisson, and the like, by utilizin...
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JP2011149193 |
To increase an axial force applied to base isolation devices to which outer peripheral columns are fixed over an axial force applied to a base isolation device to which an intermediate column is fixed without requiring a jack up step.The...
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