CN101122150B - Shock absorption wall and construction method thereof - Google Patents
Shock absorption wall and construction method thereof Download PDFInfo
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- CN101122150B CN101122150B CN2007100299988A CN200710029998A CN101122150B CN 101122150 B CN101122150 B CN 101122150B CN 2007100299988 A CN2007100299988 A CN 2007100299988A CN 200710029998 A CN200710029998 A CN 200710029998A CN 101122150 B CN101122150 B CN 101122150B
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Abstract
The invention discloses a vibration-absorbing wall which includes a wall body and a wall frame; the wall frame consists of posts and beams. The vibration-absorbing wall is characterized in that the wall body is provided with vibration-absorbing devices; the vibration-absorbing devices are rubber cushions, which are symmetrically arranged at wall angles of the wall body; the rubber cushions are in block shape, and include a pair of horizontal cushions symmetrically arranged at the lower wall angles and a pair of horizontal cushions symmetrically arranged at the upper wall angles; wherein, the horizontal rubber cushions at the lower wall angles can adopt laminated rubber cushions combined with rubber and steel plates as vibration-absorbing parts for reducing vertical deformation; while the horizontal rubber cushions at the upper wall angles are pure rubber cushions without compressive rigidity. The vibration-absorbing wall of the invention can reduce the horizontal and vertical deformation of the wall body and has quite good vibration-absorbing and preventing effect with current building wall body and through adding the vibration-absorbing devices, with simple structure and is convenient in construction. Meanwhile, the invention discloses the construction method of the vibration-absorbing wall.
Description
Technical field
The present invention relates to have in a kind of building structure the damping wall and the job practices thereof of shock-absorbing function, be meant especially applicable to damping wall and job practices thereof in large span or the big cantilever building structure, this damping is provided with damping device within the walls, can reduce the horizontal distortion and the vertical deformation of body of wall by this damping device, thereby reach the effect of damping.
Background technology
Along with the comfortableness in the increase of highrise building height, the diversification of building function, demand, architectural space and the use that architectural image is attractive in appearance and and the raising of urban planning degree of combining, building shape is more and more new and original, particularly the variation of the appearance in Zhongting space and bottom space makes to the building structure aseismatic demands for higher performance, especially in big cantilever construction of large span and suspension space structures.The anti-seismic performance of these structures is not only less better than common form of structure, and removes in these structures and need consider horizontal earthquake action, the more important thing is and will consider vertical geological process, and the vibration that People's Bank of China's load is produced is also very important; The vibration of each member can influence each other, transmits and superpose in these structures in addition, even many vibration sources generation resonance etc., therefore, the Vibration Absorption Designing of this class formation is particularly important.
Prior art is shock insulation equipment to be set reducing geological process between basis and agent structure, or between post and the post, between beam and the wall or underfloor a large amount of tuned mass dampers is installed, thereby reach effectiveness in vibration suppression.In general the required basic counter-force of building is bigger, especially for big cantilever construction of large span and suspension space structures, if shock insulation equipment is set on the basis, then will inevitably higher requirement be proposed to the bearing capacity and the rigidity of equipment, need bigger economy input, and base isolation only can reduce the distortion under the horizontal earthquake action, and is little to response of structure influence under the vertical geological process, can not eliminate the danger of resonance fully; If between member or underfloor tuned mass damper is installed, those just like the damping unit that supports can to have a strong impact on building attractive in appearance, even hindered the separation of building.
How can simply utilize the building structure self-condition, by increasing a small amount of additional member, both to have can be used as the part of building structure, can play the effect of damping vibration attenuation simultaneously again to structure itself, such damping wall does not occur as yet.
Summary of the invention
The purpose of this invention is to provide a kind of damping wall, this wall utilizes existing construction wall, can reduce the horizontal distortion and the vertical deformation of body of wall by setting up damping device, reaches damping anti seismic efficiency preferably, and is simple in structure and be convenient to construction.
Above-mentioned purpose of the present invention realizes by following technical solution: a kind of damping wall, it comprises body of wall and wall frame, wall frame is made of post and beam, it is characterized in that described body of wall also has damping device, described damping device is at least one pair of rubber pad, and described a pair of rubber pad is symmetricly set on the place, corner of body of wall.
Damping wall of the present invention utilizes the routine building body of wall, increase the damping device of an amount of rubber pad as this wall in specific body of wall position, can reduce the distortion of wall body structure under horizontal earthquake and vertical geological process, therefore, suitable especially the construction wall of damping wall of the present invention as big cantilever construction or longspan structure.
The present invention can do following improvement: described rubber pad is a block structure, it comprises a pair of horizontal rubber pad that is symmetricly set on down the place, corner and a pair of horizontal rubber pad that is symmetricly set on the place, corner, wherein be arranged on down the sandwich rubber cushion that the horizontal rubber pad at corner place can adopt rubber and steel plate to be combined to form, as the damping part that reduces vertical deformation, the horizontal rubber pad that is arranged on the place, corner then is the clean rubber pad of no compression stiffness.
Because sandwich rubber cushion has than the better vertical rigidity of the clean rubber pad of no compression stiffness, pretend to being arranged on down the horizontal rubber pad at place, corner, be beneficial to bear a part of body of wall deadweight, the rubber in the sandwich rubber cushion that adopts and the number of plies and the thickness of steel plate can be adjusted on demand, make it to reach the intensity and the rigidity of designing requirement.
For the structural element that construction wall and sandwich rubber cushion are combined to form can reach best effectiveness in vibration suppression from vibration absorber, for the construction wall of longspan structure, sandwich rubber cushion should be arranged on as far as possible near in the internal partition wall of span centre; And for big cantilever construction and hang the construction wall of space structures, bigger because external wall is built the outermost in structure usually by laying bricks or stones with respect to the arm of force of structural bearings, so sandwich rubber cushion should be arranged in the external wall.Like this, its hysteresis vibrational energy effectively reduces the influence of the vibration of vertical earthquake and People's Bank of China's load generation to agent structure, and can eliminate the danger that many vibration sources produce resonance.
The present invention can also do following improvement: when described damping wall is used for the construction wall of big cantilever construction, the beam of described wall frame is a cycle beam, the post of described wall frame is a davit, be the structure beam that casting and compacting of concrete forms around the described body of wall, this structure beam constitutes the peripheral frame of body of wall, the structure beam contacts with rubber pad, wherein, the sandwich rubber cushion outer periphery that is arranged on down the place, corner is equipped with lower connecting device, this lower connecting device is by the upside steel plate, the downside steel plate, median septum and both sides steel plate are formed, form one or more airtight chamber structure, described sandwich rubber cushion is arranged in the airtight chamber, on it, the lower end respectively with the upside steel plate, the downside steel plate closely contacts, all leave the gap between its vertical plane and both sides steel plate and the median septum, wherein said upside steel plate links to each other with the structure beam of body of wall bottom, and described downside steel plate links to each other with floor, and described floor support is on the cycle beam that is positioned at the body of wall bottom; The horizontal rubber pad that is arranged on the place, corner is provided with peripheral unit, described peripheral unit is by outside steel plate, inboard steel plate and the median septum between outside steel plate and inboard steel plate are formed, form the one or more compartment that holds described horizontal rubber pad, the vertical plane of described horizontal rubber pad is respectively with interior, outside steel plate is parallel with median septum and leave the gap, described horizontal rubber pad with between the structure beam on the cycle beam on body of wall top and body of wall top, all closely contact, in described, the upper end of outside steel plate links to each other with cycle beam, leaves the gap between the structure beam on its lower end and body of wall top.
The downside steel plate of the linkage of the described sandwich rubber cushion that is arranged on down corner place is welded with pre-buried dowel and the shear key that gos deep into floor, the described horizontal rubber pad that is arranged on the place, corner and all adopt structure glue to bond between the structure beam on the cycle beam on body of wall top and body of wall top.
The present invention can also do following improvement: described rubber is paid somebody's debt and expected repayment later and is comprised a pair of vertical rubber pad that is symmetricly set on down the place, corner and a pair of vertical rubber pad that is symmetricly set on the place, corner, described vertical rubber pad is the clean rubber pad of no compression stiffness, described vertical rubber pad and the mutual vertical form right angle shape structure of described horizontal rubber pad, described vertical rubber pad also has and the identical peripheral unit of horizontal rubber pad that is arranged on the place, corner, described peripheral unit is by outside steel plate, inboard steel plate and the median septum between outside steel plate and inboard steel plate are formed, form the one or more compartment that holds described vertical rubber pad, the horizontal plane of described vertical rubber pad is respectively with interior, outside steel plate is vertical parallel with median septum and leave the gap, described vertical rubber pad with between the structure beam of the davit on a body of wall left side/right side and body of wall right-hand member/left end, all closely contact, in described, a left side/the right-hand member of outside steel plate links to each other with davit, leaves the gap between the structure beam of its right side/left end and a body of wall left side/right-hand member.
The described vertical rubber pad that is arranged on corner place and place, following corner and between the structure beam of the davit on a body of wall left side/right side and body of wall right-hand member/left end, all adopt structure glue to bond.
In big cantilever construction of large span and suspension space structures, remove the distortion that need reduce under the horizontal vibration effect, the more important thing is to reduce its response under vertical motion, comprise the vibration that vertical earthquake and People's Bank of China's load are produced.If every layer rubber thickness is thick more in the sandwich rubber cushion, its vertical deformation is big more, and in like manner, the rubber number of plies is many more, and vertical deformation is also big more, and along with the increase of sandwich rubber cushion deformability, its load one displacement curve is not a linear relationship.Because the construction wall own wt is less, and is not high to the requirement of strength of sandwich rubber cushion, all has bigger energy absorption ability for making sandwich rubber cushion under horizontal loading and vertical uniform load q, need suitably to increase the thickness and the number of plies of rubber layer; But be not that deformability is the bigger the better yet,, can cause body of wall to produce bigger distortion again, can influence function of use and architectural effect on the contrary if the deformability of rubber pad is excessive.Must be by the number of plies and the thickness of rubber and steel plate in the actual requirement adjustment median septum intraformational bed rubber pad of engineering, make it to bear the load that body of wall transmits, have certain horizontal rigidity and vertical rigidity again, when vibration of structure occurred level or vertical motion, all slight deformation can take place.Body of wall in the spacing block is subjected to the influence of sandwich rubber cushion, and its vibration can lag behind the vibration of agent structure, thereby has certain energy absorption ability.
The present invention also provides the job practices of above-mentioned damping wall simultaneously, and this job practices is utilized existing construction wall in the construction wall process, can reach damping anti seismic efficiency preferably by setting up damping device, and work progress is simple and convenient.
Above-mentioned purpose of the present invention realizes by following technical solution: a kind of job practices of damping wall, this method comprises the steps:
(1) adopt conventional means to finish the making and the installation of davit and cycle beam in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad that is symmetricly set on down the corner and a pair of horizontal rubber pad that is arranged on the corner, the a pair of horizontal rubber pad that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad of a pair of horizontal rubber pad in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate in sandwich rubber cushion and the linkage, downside steel plate, median septum and both sides steel plate at first on request, downside steel plate and median septum are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate being combined by welding or bolt and make it to combine closely, encapsulate the both sides steel plate at last with the downside steel plate;
(4) built-in fitting in the welding concrete structure on the downside steel plate in the laminated rubber pad connecting device, this built-in fitting comprises pre-buried dowel and shear key, with back, linkage location disturbing concrete floor;
(5) connecting lacing wire between the structure beam of welding and body of wall bottom on the upside steel plate in the linkage of sandwich rubber cushion, the connecting lacing wire in the colligation structure beam between reinforcing bar and reservation structure beam and the body of wall waters the structure beam of smashing the body of wall bottom then;
(6) after the concrete for the treatment of the structure beam of body of wall bottom reaches 75% compressive strength, build construction wall by laying bricks or stones to the left and right sides and the relevant position of going up the horizontal rubber pad at place, corner, and reserve the structure beam on body of wall top and the connecting lacing wire between the body of wall;
(7) will be arranged on the outside steel plate of peripheral unit and the median septum and the welding of top cycle beam of the horizontal rubber pad in corner, reinforcing bar and water the structure beam of smashing the body of wall top in the structure beam on the body of wall of colligation simultaneously top;
(8) concrete for the treatment of the structure beam on body of wall top reaches the horizontal rubber pad that plug after 75% the compressive strength is loaded onto the corner, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the horizontal rubber pad that is arranged on the corner at last with the concrete structure beam bonding on this rubber pad and top cycle beam and body of wall top.
Above-mentioned job practices is applied in the corner and place, following corner all is not provided with the situation of vertical rubber pad, if also have additional vertical rubber pad in last corner and following corner, this moment, this job practices also comprised the steps:
(9) will be arranged on/outside steel plate and the median septum and the davit welding that is positioned at the body of wall right side/left side of the peripheral unit of the vertical rubber pad at place, following corner reinforcing bar and water the structure beam of smashing a body of wall left side/right side in the structure beam on a while colligation body of wall left side/right side;
(10) plug was adorned vertical rubber pad after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the rubber pad that is arranged on the body of wall right side/left upper portion or bottom at last with the concrete structure beam bonding of vertical rubber pad with the davit that is positioned at the body of wall right side/left side and a body of wall left side/right side.
When damping wall of the present invention is used for longspan structure, the beam of described wall frame is a Vierendeel girder, the post of described wall frame is a constructional column, described constructional column and Vierendeel girder are reinforced concrete structure, all the other structures are all identical with the structure of the above-mentioned damping wall that is used for big cantilever construction, no longer repeat at this.
When damping wall of the present invention is used for longspan structure, when if its wall frame adopts steel work, its job practices is identical with the job practices of the above-mentioned damping wall that is used for big cantilever, and when wall frame adopted reinforced concrete structure, its job practices adopted following steps:
(1) adopt conventional means to finish the making and the installation of constructional column and Vierendeel girder in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad that is symmetricly set on down the corner and a pair of horizontal rubber pad that is arranged on the corner, the a pair of horizontal rubber pad that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad rubber pad of a pair of horizontal rubber pad in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate in sandwich rubber cushion and the linkage, downside steel plate, median septum and both sides steel plate at first on request, downside steel plate and median septum are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate being combined by welding or bolt and make it to combine closely, encapsulate the both sides steel plate at last with the downside steel plate;
(4) built-in fitting in the welding concrete structure on the downside steel plate in the laminated rubber pad connecting device, this built-in fitting comprises pre-buried dowel and shear key, smashes bottom concrete frame beam and concrete floor with watering behind the linkage location;
(5) in constructional column and upper box are set a roof beam in place, reserve rubber pad required built-in fitting is installed, comprise pre-buried dowel, shear key and pre-embedded steel slab, water behind the location and smash that upper box is set a roof beam in place and the concrete of constructional column;
(6) connecting lacing wire between the structure beam of welding and body of wall bottom on the upside steel plate in the linkage of sandwich rubber cushion, the connecting lacing wire in the colligation structure beam between reinforcing bar and reservation structure beam and the body of wall waters the structure beam of smashing the body of wall bottom then;
(7) after the concrete for the treatment of the structure beam of body of wall bottom reaches 75% compressive strength, build construction wall by laying bricks or stones to the left and right sides and the relevant position of going up the horizontal rubber pad at place, corner, and reserve the structure beam on body of wall top and the connecting lacing wire between the body of wall;
(8) will be arranged on the outside steel plate of peripheral unit and the median septum and the pre-embedded steel slab welding of the horizontal rubber pad in corner, reinforcing bar and water the structure beam of smashing the body of wall top in the structure beam on the body of wall of colligation simultaneously top;
(9) concrete for the treatment of the structure beam on body of wall top reaches the horizontal rubber pad that plug after 75% the compressive strength is loaded onto the corner, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the horizontal rubber pad that is arranged on the corner at last with the pre-embedded steel slab of this rubber pad and constructional column and the concrete structure beam bonding on body of wall top.
Above-mentioned job practices is applied in the corner and place, following corner all is not provided with the situation of vertical rubber pad, if also have additional vertical rubber pad in last corner and following corner, this moment, this job practices also comprised the steps:
(10) will be arranged on/outside steel plate and the median septum of the peripheral unit of the vertical rubber pad at place, following corner and the pre-embedded steel slab welding of the constructional column that is arranged in the body of wall right side/left side reinforcing bar and water the structure beam of smashing a body of wall left side/right side in the structure beam on a while colligation body of wall left side/right side;
(11) plug was adorned vertical rubber pad after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the rubber pad that is arranged on the body of wall right side/left upper portion or bottom at last with vertical rubber pad and the pre-embedded steel slab of the constructional column that is positioned at the body of wall right side/left side and the concrete structure beam bonding on a body of wall left side/right side.
Compared with prior art, the present invention has following remarkable advantage:
(1) the damping wall in large span of the present invention/big cantilever building structure utilizes building periphery body of wall and the internal partition wall between the existing framework beam and column, four bights of the body of wall of institute's lattice between each layer framework beam and column, the sandwich rubber cushion of plug dress certain limit, in the spacing block rubber pad and body of wall be combined to form a kind ofly have certain deformability, self can absorb energy, produce damping effect from damping device, wherein, the number of plies and the thickness of rubber and steel plate can be adjusted on demand in the sandwich rubber cushion, make it to reach the intensity and the rigidity of designing requirement.
(2) the damping wall in large span of the present invention/big cantilever building structure utilizes existing construction wall, increase some additional laminated rubber bases, form structural element from damping device, neither influence is used and is built attractive in appearance, only need increase a spot of investment again, can reduce the distortion of building structure under horizontal earthquake and vertical geological process, can also reduce the response of structure under other vibration source effect, good damping result, and can eliminate the danger that many vibration sources produce resonance.
(3) the damping wall in large span of the present invention/big cantilever building structure utilizes sandwich rubber cushion and construction wall to be combined to form from damping device, the vertical rigidity of its required rubber pad is much smaller than traditional sandwich rubber cushion, make rubber be lined with new purposes, and convenient construction, cheap.
Description of drawings
The present invention is described in further detail below in conjunction with the drawings and specific embodiments:
Fig. 1 is the integral planar structural representation of rubber pad and construction wall installation site among the damping wall embodiment one of the present invention;
Fig. 2 is the sectional view of rubber pad and construction wall installation site among the damping wall embodiment one of the present invention;
Fig. 3 is the sectional view of rubber pad and another installation site of construction wall among the damping wall embodiment one of the present invention;
Fig. 4 is the position relational structure schematic diagram of rubber pad and construction wall and wall frame among the damping wall embodiment one of the present invention;
Fig. 5 is the sectional view of sandwich rubber cushion among the damping wall embodiment one of the present invention;
Fig. 6 is the structure chart the when sandwich rubber cushion at place, corner is connected with construction wall and bottom cycle beam down among the damping wall embodiment one of the present invention;
Fig. 7 is the partial structurtes figure of the sandwich rubber cushion among Fig. 6;
Fig. 8 is the structural representation when upward the clean rubber pad at place, corner is connected with construction wall and top cycle beam among the damping wall embodiment one of the present invention;
Fig. 9 is the partial structurtes figure of the clean rubber pad among Fig. 8;
Figure 10 is the position relational structure schematic diagram of rubber pad and construction wall and wall frame among the damping wall embodiment two of the present invention;
Figure 11 is the last corner in left side among the damping wall embodiment two of the present invention and vertical rubber pad that following corner the is located structural representation when being connected with construction wall and davit;
Figure 12 is the structural representation of the vertical rubber pad at the last corner on right side among the damping wall embodiment two of the present invention and place, following corner when being connected with construction wall and davit;
Figure 13 is the integral planar structural representation of rubber pad and construction wall installation site among the damping wall embodiment three of the present invention;
Figure 14 is the plane structure schematic diagram of rubber pad and construction wall installation site among the damping wall embodiment three of the present invention;
Figure 15 be among the damping wall embodiment three of the present invention down the place, corner set a roof beam in place structural representation when being connected of sandwich rubber cushion and construction wall and lower box;
Figure 16 is a clean rubber pad of going up the place, corner among the damping wall embodiment three of the present invention and set a roof beam in place structural representation when being connected of construction wall and upper box;
Figure 17 is the position relational structure schematic diagram of rubber pad and construction wall and wall frame among the damping wall embodiment four of the present invention;
Figure 18 is the structural representation of the last corner in left side among the damping wall embodiment four of the present invention and vertical construction wall that following corner is located and constructional column when being connected;
Figure 19 is the structural representation of the vertical rubber pad at the last corner on body of wall right side among the damping wall embodiment four of the present invention and place, following corner when being connected with construction wall and constructional column.
The specific embodiment
Embodiment one
A kind of damping wall shown in Fig. 1～9, this damping wall can be used in the big cantilever building structure or hang in the space structures, this damping wall comprises body of wall 5, wall frame and damping device, damping device is for being the symmetrically arranged a pair of rubber pad in center with the body of wall median plane, this rubber pad is a block structure, it is arranged on the place, corner of body of wall 5, be the structure beam 15 that casting and compacting of concrete forms around the body of wall 5,22, this structure beam constitutes the peripheral frame of body of wall, described rubber pad contacts with the structure beam of body of wall 5, this rubber pad comprise a pair of horizontal rubber pad 3a that is symmetricly set on down corner place and be symmetricly set on that the corner locates a pair of horizontal rubber pad 3b, wherein being arranged on down a pair of horizontal rubber pad 3a in corner is the sandwich rubber cushion that rubber and steel plate are combined to form, as the damping part that reduces vertical deformation, be arranged on the corner horizontal rubber pad 3b be the clean rubber pad of no compression stiffness, wherein, the sandwich rubber cushion outer periphery that is arranged on down the place, corner is equipped with lower connecting device, this lower connecting device is by upside steel plate 7, downside steel plate 6, median septum 9 and both sides steel plate 8 are formed, form a plurality of airtight chamber structure, sandwich rubber cushion is arranged in the airtight chamber, on it, the lower end respectively with upside steel plate 7, downside steel plate 6 closely contacts, all leave the gap between its vertical plane and both sides steel plate 8 and the median septum 9, wherein upside steel plate 7 links to each other with the structure beam 15 of body of wall bottom, downside steel plate 6 and the floor 12 that between the cycle beam 2 of body of wall 5 bottoms, forms for casting and compacting of concrete, floor 12 supports are on cycle beam 2, downside steel plate 6 supports are on floor 12, and its lower end is welded with pre-buried dowel 10 and the shear key 11 that gos deep into floor 12; The horizontal rubber pad 3b that is arranged on the place, corner also is provided with peripheral unit, this peripheral unit is by outside steel plate 17, inboard steel plate 18 reaches a plurality of median septums 19 of horizontally set between outside steel plate 17 and inboard steel plate 18 and forms, form a plurality of compartments that hold horizontal rubber pad 3b, the vertical plane of this horizontal rubber pad 3b is respectively with interior, the outside steel plate 17 and median septum 19 are parallel and leave the gap, this horizontal rubber pad 3b and between the structure beam 22 on the cycle beam 2 on body of wall 5 tops and body of wall 5 tops, all adopt the structure glue bonding, make its tight contact, in, outside steel plate 17,18 upper end links to each other with cycle beam 2, leaves the gap between the structure beam 22 on its lower end and body of wall 5 tops.
In the present embodiment,, need in body of wall, to be provided with multiple tracks constructional column and structure beam for guaranteeing the safety of body of wall between rubber pad.Because big cantilever construction and the stressed particularity of suspension space structures, for giving full play to the strength of materials, and reduce dead load, act on that main bearing member comprises that the primary and secondary beam of semi girder, cantilever truss, davit and each floor all adopts steel work in the structure of bracketed part or suspended portion.
The job practices of the damping wall of present embodiment comprises the steps:
(1) adopt conventional means to finish the making and the installation of davit 1 and cycle beam 2 in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad 3a that is symmetricly set on down the corner and a pair of horizontal rubber pad 3b that is arranged on the corner, the a pair of horizontal rubber pad 3a that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad of a pair of rubber pad 3b in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate 7 in sandwich rubber cushion and the linkage, downside steel plate 6, median septum and both sides steel plate 8 at first on request, downside steel plate 6 and median septum 9 are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate 7 being combined by welding or bolt and make it to combine closely, encapsulate both sides steel plate 8 at last with downside steel plate 6;
(4) built-in fitting in the welding concrete structure on the downside steel plate 6 in the laminated rubber pad connecting device, this built-in fitting comprises pre-buried dowel 10 and shear key 11, with back, linkage location disturbing concrete floor 12;
(5) connecting lacing wire 13 between the structure beam 15 of welding and body of wall bottom on the upside steel plate 7 in the linkage of sandwich rubber cushion, connecting lacing wire 16 in the colligation structure beam 15 between reinforcing bar 14 and reservation structure beam 15 and the body of wall 5 waters the structure beam 15 of smashing body of wall 5 bottoms then;
(6) after the concrete for the treatment of the structure beam 15 of body of wall bottom reaches 75% compressive strength, build construction wall 5 by laying bricks or stones to the left and right sides and the relevant position of going up the horizontal rubber pad 3b at place, corner, and reserve the structure beam 22 on body of wall top and the connecting lacing wire 21 between the body of wall 5;
(7) will be arranged on the outside steel plate 17 of peripheral unit and the median septum and 2 welding of top cycle beam of the horizontal rubber pad in corner, reinforcing bar 20 and water the structure beam 22 of smashing the body of wall top in the structure beam 22 on the body of wall of colligation simultaneously top;
(8) concrete for the treatment of the structure beam 22 on body of wall 5 tops reaches the horizontal rubber pad 3b that plug after 75% the compressive strength is loaded onto the corner, and utilization structure glue will this horizontal rubber pad 3b and concrete structure beam 22 bondings on top cycle beam 2 and body of wall 5 tops, and encapsulation at last is arranged on the inboard steel plate 18 of peripheral unit of the horizontal rubber pad in corner.
Embodiment two
Different with embodiment one is, the rubber of present embodiment is paid somebody's debt and expected repayment later and is comprised a pair of vertical rubber pad 4a that is symmetricly set on corner place and be symmetricly set on down the corner and locate a pair of vertical rubber pad 4b, this vertical rubber pad is the clean rubber pad of no compression stiffness, shown in Figure 10～12, described vertical rubber pad 4a, 4b and described horizontal rubber pad 3a, the mutually vertical form right angle shape structure of 3b, described vertical rubber pad also have with embodiment one in the identical peripheral unit of horizontal rubber pad that is arranged on corner place, described peripheral unit is by outside steel plate 17, inboard steel plate 18 and the median septum between outside steel plate and inboard steel plate 19 are formed, form a plurality of vertical rubber pad 4a that hold, the compartment of 4b, this vertical rubber pad 4a, the horizontal plane of 4b is respectively with interior, outside steel plate is vertical, parallel with median septum and leave the gap, this vertical rubber pad 4a, 4b and between the structure beam 22 of the davit 1 on a body of wall left side/right side and body of wall right-hand member/left end, all adopt the structure glue tight bond, in, outside steel plate 17, a left side/right-hand member of 18 links to each other with davit 1, leaves the gap between the structure beam 22 of its right side/left end and a body of wall left side/right-hand member.
The job practices of present embodiment is also set up following steps except comprising the step of method described in the embodiment one:
(9) will be arranged on/outside steel plate 17 and the median septum 19 and davit 1 welding that is positioned at the body of wall right side/left side of the peripheral unit of vertical rubber pad 4a, the 4b at place, following corner reinforcing bar 20 and water the structure beam 22 of smashing body of wall 5 left sides/right side in the structure beam 22 on the body of wall of a colligation simultaneously left side/right side;
(10) plug was adorned vertical rubber pad after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue encapsulates the inboard steel plate 18 of the peripheral unit of the rubber pad that is arranged on body of wall 5 right sides/left upper portion or bottom at last with concrete structure beam 22 bondings of vertical rubber pad with the davit 1 that is positioned at the body of wall right side/left side and a body of wall left side/right side.
Embodiment three
A kind of damping wall shown in Figure 13～16, this damping wall can be used in the long span building structure, damping device in this damping wall is all identical with damping device among the embodiment one, different with embodiment one is, the beam of described wall frame is a Vierendeel girder 24, and the post of described wall frame is a constructional column 23, and described constructional column 23 and Vierendeel girder 24 are reinforced concrete structure, annexation between all the other structural members and the structural member is all identical with structure among the embodiment one, no longer repeats at this.
When damping wall of the present invention is used for longspan structure, when if its wall frame adopts steel work, its job practices is identical with the job practices of the above-mentioned damping wall that is used for big cantilever, and when wall frame adopted reinforced concrete structure, its job practices adopted following steps:
(1) adopt conventional means to finish the making and the installation of constructional column 23 and Vierendeel girder 24 in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad 3a that is symmetricly set on down the corner and a pair of horizontal rubber pad 3b that is arranged on the corner, the a pair of horizontal rubber pad 3a that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad of a pair of horizontal rubber pad 3b in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate in sandwich rubber cushion and the linkage, downside steel plate, median septum and both sides steel plate at first on request, downside steel plate and median septum are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate being combined by welding or bolt and make it to combine closely, encapsulate the both sides steel plate at last with the downside steel plate;
(4) built-in fitting of welding in the concrete structure on the downside steel plate in the laminated rubber pad connecting device, 10 and shear key 11, smash bottom concrete frame beam 24 and concrete floor with watering behind the linkage location;
(5) the horizontal rubber pad 3b at place, corner installs required built-in fitting on constructional column 23 and upper box are set a roof beam in place in 24, comprises pre-buried dowel 25, shear key 26 and pre-embedded steel slab 27, waters behind the location to smash upper box and set a roof beam in place 24 and the concrete of constructional column 23;
(6) connecting lacing wire 13 between the structure beam 15 of welding and body of wall bottom on the upside steel plate 7 in the linkage of sandwich rubber cushion, connecting lacing wire 16 in the colligation structure beam between reinforcing bar 14 and reservation structure beam 15 and the body of wall 5 waters the structure beam 15 of smashing the body of wall bottom then;
(7) after the concrete for the treatment of the structure beam 15 of body of wall bottom reaches 75% compressive strength, build construction wall by laying bricks or stones to the left and right sides and the relevant position of top rubber pad, and reserve the structure beam 22 on body of wall top and the connecting lacing wire 21 between the body of wall 5;
(8) will be arranged on the outside steel plate 17 of periphery and the median septum 19 and pre-embedded steel slab 27 welding of the horizontal rubber pad 3b in corner, reinforcing bar 20 and water the structure beam 22 of smashing the body of wall top in the structure beam 22 on the body of wall of colligation simultaneously top;
(9) concrete for the treatment of the structure beam on body of wall top reaches plug dress rubber pad after 75% the compressive strength, and utilization structure glue encapsulates the inboard steel plate 18 of the periphery of the horizontal rubber pad 3b that is arranged on body of wall top at last with the pre-embedded steel slab 27 of horizontal rubber pad 3b and constructional column 23 and the concrete structure beam bonding on body of wall top.
Embodiment four
Different with embodiment three is, the rubber of present embodiment is paid somebody's debt and expected repayment later and is comprised a pair of vertical rubber pad 4a that is symmetricly set on corner place and be symmetricly set on down the corner and locate a pair of vertical rubber pad 4b, this vertical rubber pad is the clean rubber pad of no compression stiffness, shown in Figure 17～19, described vertical rubber pad also have with embodiment three in the identical peripheral unit of horizontal rubber pad that is arranged on corner place, described peripheral unit is by outside steel plate 17, inboard steel plate 18 and the median septum between outside steel plate and inboard steel plate 19 are formed, form a plurality of vertical rubber pad 4a that hold, the compartment of 4b, this vertical rubber pad 4a, the horizontal plane of 4b is respectively with interior, outside steel plate is parallel with median septum and leave the gap, this vertical rubber pad 4a, 4b and between the structure beam 22 of the davit 1 on a body of wall left side/right side and body of wall right-hand member/left end, all adopt the structure glue tight bond, in, outside steel plate 17, a left side/right-hand member of 18 links to each other with davit 1, leaves the gap between the structure beam 22 of its right side/left end and a body of wall left side/right-hand member.
The job practices of present embodiment is also set up following steps except comprising the step of method described in the embodiment three:
(10) will be arranged on/pre-embedded steel slab 27 welding of the outside steel plate 17 of the peripheral unit of vertical rubber pad 4a, the 4b at place, following corner and median septum 19 and the constructional column 23 that is arranged in the body of wall right side/left side reinforcing bar and water the structure beam of smashing a body of wall left side/right side in the structure beam on the body of wall of a colligation simultaneously left side/right side;
(11) plug was adorned vertical rubber pad 4a, 4b after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue is with vertical rubber pad 4a, 4b and be positioned at the pre-embedded steel slab 27 of constructional column 23 in the body of wall right side/left side and the concrete structure beam bonding on a body of wall left side/right side, and encapsulation at last is arranged on the inboard steel plate 18 of peripheral unit of vertical rubber pad 4a, the 4b of the body of wall right side/left upper portion or bottom.
Claims (8)
1. damping wall, it comprises body of wall and wall frame, wall frame is made of post and beam, described body of wall also has damping device, described damping device is a pair of rubber pad, it is characterized in that: described a pair of rubber pad is symmetricly set on the place, corner of body of wall, described rubber pad is a block structure, it comprises a pair of horizontal rubber pad that is symmetricly set on down the place, corner and a pair of horizontal rubber pad that is symmetricly set on the place, corner, wherein be arranged on down the horizontal rubber pad employing rubber at place, corner and the sandwich rubber cushion that steel plate is combined to form, as the damping part that reduces vertical deformation, and the horizontal rubber pad that is arranged on the place, corner is the clean rubber pad of no compression stiffness, the beam of described wall frame is a cycle beam, the post of described wall frame is a davit, be the structure beam that casting and compacting of concrete forms around the described body of wall, this structure beam constitutes the peripheral frame of body of wall, the structure beam contacts with rubber pad, wherein, the sandwich rubber cushion outer periphery that is arranged on down the place, corner is equipped with lower connecting device, this lower connecting device is by the upside steel plate, the downside steel plate, median septum and both sides steel plate are formed, form one or more airtight chamber structure, described sandwich rubber cushion is arranged in the airtight chamber, on it, the lower end respectively with the upside steel plate, the downside steel plate closely contacts, all leave the gap between its vertical plane and both sides steel plate and the median septum, wherein said upside steel plate links to each other with the structure beam of body of wall bottom, described downside steel plate links to each other with floor, and described floor support is on the cycle beam that is positioned at the body of wall bottom; The horizontal rubber pad that is arranged on the place, corner is provided with peripheral unit, described peripheral unit is by outside steel plate, inboard steel plate and the median septum between outside steel plate and inboard steel plate are formed, form the one or more compartment that holds described horizontal rubber pad, the vertical plane of described horizontal rubber pad is respectively with interior, outside steel plate is parallel with median septum and leave the gap, described horizontal rubber pad with between the structure beam on the cycle beam on body of wall top and body of wall top, all closely contact, in described, the upper end of outside steel plate links to each other with cycle beam, leaves the gap between the structure beam on its lower end and body of wall top.
2. a kind of damping wall according to claim 1, it is characterized in that: the downside steel plate of the linkage of the described sandwich rubber cushion that is arranged on down corner place is welded with pre-buried dowel and the shear key that gos deep into floor, the described horizontal rubber pad that is arranged on the place, corner and all adopt structure glue to bond between the structure beam on the cycle beam on body of wall top and body of wall top.
3. a kind of damping wall according to claim 2, it is characterized in that: described rubber is paid somebody's debt and expected repayment later and is comprised a pair of vertical rubber pad that is symmetricly set on down the place, corner and a pair of vertical rubber pad that is symmetricly set on the place, corner, described vertical rubber pad is the clean rubber pad of no compression stiffness, described vertical rubber pad and the mutual vertical form right angle shape structure of described horizontal rubber pad, described vertical rubber pad also has and the identical peripheral unit of horizontal rubber pad that is arranged on the place, corner, described peripheral unit is by outside steel plate, inboard steel plate and the median septum between outside steel plate and inboard steel plate are formed, form the one or more compartment that holds described vertical rubber pad, the horizontal plane of described vertical rubber pad is respectively with interior, outside steel plate is vertical, parallel with median septum and leave the gap, described vertical rubber pad with between the structure beam of the davit on a body of wall left side/right side and body of wall right-hand member/left end, all closely contact, in described, a left side/the right-hand member of outside steel plate links to each other with davit, leaves the gap between the structure beam of its right side/left end and a body of wall left side/right-hand member.
4. a kind of damping wall according to claim 3 is characterized in that: the described vertical rubber pad that is arranged on corner place and place, following corner and all adopt structure glue to bond between the structure beam of the davit on a body of wall left side/right side and body of wall right-hand member/left end.
5. the job practices of a damping wall as claimed in claim 1, this method comprises the steps:
(1) adopt conventional means to finish the making and the installation of davit and cycle beam in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad that is symmetricly set on down the corner and a pair of horizontal rubber pad that is arranged on the corner, the a pair of horizontal rubber pad that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad of a pair of horizontal rubber pad in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate in sandwich rubber cushion and the linkage, downside steel plate, median septum and both sides steel plate at first on request, downside steel plate and median septum are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate being combined by welding or bolt and make it to combine closely, encapsulate the both sides steel plate at last with the downside steel plate;
(4) built-in fitting in the welding concrete structure on the downside steel plate in the laminated rubber pad connecting device, this built-in fitting comprises pre-buried dowel and shear key, with back, linkage location disturbing concrete floor;
(5) connecting lacing wire between the structure beam of welding and body of wall bottom on the upside steel plate in the linkage of sandwich rubber cushion, the connecting lacing wire in the colligation structure beam between reinforcing bar and reservation structure beam and the body of wall waters the structure beam of smashing the body of wall bottom then;
(6) after the concrete for the treatment of the structure beam of body of wall bottom reaches 75% compressive strength, build construction wall by laying bricks or stones to the left and right sides and the relevant position of going up the horizontal rubber pad at place, corner, and reserve the structure beam on body of wall top and the connecting lacing wire between the body of wall;
(7) will be arranged on the outside steel plate of peripheral unit and the median septum and the welding of top cycle beam of the horizontal rubber pad in corner, reinforcing bar and water the structure beam of smashing the body of wall top in the structure beam on the body of wall of colligation simultaneously top;
(8) concrete for the treatment of the structure beam on body of wall top reaches the horizontal rubber pad that plug after 75% the compressive strength is loaded onto the corner, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the horizontal rubber pad that is arranged on the corner at last with the concrete structure beam bonding on this rubber pad and top cycle beam and body of wall top.
6. job practices according to claim 5, this method also comprises the steps:
(9) will be arranged on/outside steel plate and the median septum and the davit welding that is positioned at the body of wall right side/left side of the peripheral unit of the vertical rubber pad at place, following corner reinforcing bar and water the structure beam of smashing a body of wall left side/right side in the structure beam on a while colligation body of wall left side/right side;
(10) plug was adorned vertical rubber pad after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the rubber pad that is arranged on the body of wall right side/left upper portion or bottom at last with the concrete structure beam bonding of vertical rubber pad with the davit that is positioned at the body of wall right side/left side and a body of wall left side/right side.
7. the job practices of a damping wall as claimed in claim 1, this method comprises the steps:
(1) adopt conventional means to finish the making and the installation of constructional column and Vierendeel girder in the wall frame of damping wall;
(2) adopt conventional means to complete a pair of horizontal rubber pad that is symmetricly set on down the corner and a pair of horizontal rubber pad that is arranged on the corner, the a pair of horizontal rubber pad that wherein is arranged on down the corner is the sandwich rubber cushion that rubber and steel plate are combined to form, and is arranged on the clean rubber pad rubber pad of a pair of horizontal rubber pad in corner for no compression stiffness;
(3) making is arranged on down the linkage of the sandwich rubber cushion periphery in corner, and sandwich rubber cushion is arranged in the linkage, finish the making of upside steel plate in sandwich rubber cushion and the linkage, downside steel plate, median septum and both sides steel plate at first on request, downside steel plate and median septum are welded, fill in airtight chamber's structure of linkage after then sandwich rubber cushion and upside steel plate being combined by welding or bolt and make it to combine closely, encapsulate the both sides steel plate at last with the downside steel plate;
(4) built-in fitting in the welding concrete structure on the downside steel plate in the laminated rubber pad connecting device, this built-in fitting comprises pre-buried dowel and shear key, smashes bottom concrete frame beam and concrete floor with watering behind the linkage location;
(5) in constructional column and upper box are set a roof beam in place, reserve rubber pad required built-in fitting is installed, comprise pre-buried dowel, shear key and pre-embedded steel slab, water behind the location and smash that upper box is set a roof beam in place and the concrete of constructional column;
(6) connecting lacing wire between the structure beam of welding and body of wall bottom on the upside steel plate in the linkage of sandwich rubber cushion, the connecting lacing wire in the colligation structure beam between reinforcing bar and reservation structure beam and the body of wall waters the structure beam of smashing the body of wall bottom then;
(7) after the concrete for the treatment of the structure beam of body of wall bottom reaches 75% compressive strength, build construction wall by laying bricks or stones to the left and right sides and the relevant position of going up the horizontal rubber pad at place, corner, and reserve the structure beam on body of wall top and the connecting lacing wire between the body of wall;
(8) will be arranged on the outside steel plate of peripheral unit and the median septum and the pre-embedded steel slab welding of the horizontal rubber pad in corner, reinforcing bar and water the structure beam of smashing the body of wall top in the structure beam on the body of wall of colligation simultaneously top;
(9) concrete for the treatment of the structure beam on body of wall top reaches the horizontal rubber pad that plug after 75% the compressive strength is loaded onto the corner, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the horizontal rubber pad that is arranged on the corner at last with the pre-embedded steel slab of this rubber pad and constructional column and the concrete structure beam bonding on body of wall top.
8. job practices according to claim 7, this method also comprises the steps:
(10) will be arranged on/outside steel plate and the median septum of the peripheral unit of the vertical rubber pad at place, following corner and the pre-embedded steel slab welding of the constructional column that is arranged in the body of wall right side/left side reinforcing bar and water the structure beam of smashing a body of wall left side/right side in the structure beam on a while colligation body of wall left side/right side;
(11) plug was adorned vertical rubber pad after the concrete for the treatment of the structure beam on a body of wall left side/right side reached 75% compressive strength, and utilization structure glue encapsulates the inboard steel plate of the peripheral unit of the rubber pad that is arranged on the body of wall right side/left upper portion or bottom at last with vertical rubber pad and the pre-embedded steel slab of the constructional column that is positioned at the body of wall right side/left side and the concrete structure beam bonding on a body of wall left side/right side.
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| CN2007100299988A CN101122150B (en) | 2007-08-31 | 2007-08-31 | Shock absorption wall and construction method thereof |
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| CN2007100299988A CN101122150B (en) | 2007-08-31 | 2007-08-31 | Shock absorption wall and construction method thereof |
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| CN101122150B true CN101122150B (en) | 2010-06-02 |
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| CN106245812B (en) * | 2016-09-22 | 2019-06-21 | 东南大学 | Wall is waved in a kind of controllable assembly of prestressing force Self-resetting damage |
| ES2708385B2 (en) * | 2018-10-24 | 2020-12-23 | Univ Valencia Politecnica | Seismic corner isolator for seismic adaptation of buildings. |
| CN109372142A (en) * | 2018-11-29 | 2019-02-22 | 南昌大学 | A kind of operating room shock insulation control system and its construction method |
| CN111335500A (en) * | 2020-01-07 | 2020-06-26 | 武汉理工大学 | Assembly type sandwich self-heat-preservation double-sided overlapped energy-consumption enclosing wall plate and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3141765A1 (en) * | 1981-10-21 | 1983-06-09 | ROMA Rosemeier GmbH & Co KG, 4973 Vlotho | Corner seal for foundation walls |
| CN1062396A (en) * | 1991-10-24 | 1992-07-01 | 单蕴平 | Neoprene damping layer on the building foundation |
| CN2313988Y (en) * | 1997-04-21 | 1999-04-14 | 同济大学 | Earthquake resistant wall |
| CN2346839Y (en) * | 1998-07-22 | 1999-11-03 | 西安建筑科技大学 | Self-damping laminated rubber shake isolating appts. |
| CN1339642A (en) * | 2000-08-25 | 2002-03-13 | 汕头和泰隔震器材有限公司 | Method for producing laminated rubber vibration isolation device |
| CN1474007A (en) * | 2002-08-06 | 2004-02-11 | 洪 杨 | Building insulating vibration -isolating system |
| CN1827936A (en) * | 2005-03-04 | 2006-09-06 | 张准胜 | Method and apparatus for shock-insulating reconstruction of existing building |
| CN2893023Y (en) * | 2006-03-27 | 2007-04-25 | 扬州大学 | Steel reinforced concrete assembling frame-shear wall construction structural body |
-
2007
- 2007-08-31 CN CN2007100299988A patent/CN101122150B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3141765A1 (en) * | 1981-10-21 | 1983-06-09 | ROMA Rosemeier GmbH & Co KG, 4973 Vlotho | Corner seal for foundation walls |
| CN1062396A (en) * | 1991-10-24 | 1992-07-01 | 单蕴平 | Neoprene damping layer on the building foundation |
| CN2313988Y (en) * | 1997-04-21 | 1999-04-14 | 同济大学 | Earthquake resistant wall |
| CN2346839Y (en) * | 1998-07-22 | 1999-11-03 | 西安建筑科技大学 | Self-damping laminated rubber shake isolating appts. |
| CN1339642A (en) * | 2000-08-25 | 2002-03-13 | 汕头和泰隔震器材有限公司 | Method for producing laminated rubber vibration isolation device |
| CN1474007A (en) * | 2002-08-06 | 2004-02-11 | 洪 杨 | Building insulating vibration -isolating system |
| CN1827936A (en) * | 2005-03-04 | 2006-09-06 | 张准胜 | Method and apparatus for shock-insulating reconstruction of existing building |
| CN2893023Y (en) * | 2006-03-27 | 2007-04-25 | 扬州大学 | Steel reinforced concrete assembling frame-shear wall construction structural body |
Non-Patent Citations (3)
| Title |
|---|
| JP特开平8-184168A 1996.07.16 |
| 林玮，李巨文.多层砌体房屋抗震加固方法述评.地震工程与工程振动第26卷 第6期.2006,第26卷(第6期),第144-146页. |
| 林玮,李巨文.多层砌体房屋抗震加固方法述评.地震工程与工程振动第26卷 第6期.2006,第26卷(第6期),第144-146页. * |
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