CN106906921A - The damping wall of the changing of the relative positions between a kind of utilization wall - Google Patents
The damping wall of the changing of the relative positions between a kind of utilization wall Download PDFInfo
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- CN106906921A CN106906921A CN201710181830.2A CN201710181830A CN106906921A CN 106906921 A CN106906921 A CN 106906921A CN 201710181830 A CN201710181830 A CN 201710181830A CN 106906921 A CN106906921 A CN 106906921A
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- plate
- projecting plate
- calibrated bolck
- tie
- projecting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The present invention relates to a kind of damping wall of the changing of the relative positions between utilization wall, including tie-beam and lower tie-beam, right-hand member block, the calibrated bolck of polylith first, the calibrated bolck of polylith second, left end block, the left connecting pole of structure identical and right connecting pole in structure identical；The upper projecting plate of the second calibrated bolck is connected on the vertical plate of upper tie-beam by radial direction loose bolts, the lower projecting plate of the second calibrated bolck is fixed on the vertical plate of lower tie-beam by fastening bolt, the left projecting plate of the second calibrated bolck is abutted against on the right projecting plate of adjacent first calibrated bolck, and the right projecting plate of the second calibrated bolck is abutted against on the left projecting plate of adjacent first calibrated bolck；The upper projecting plate of the first calibrated bolck is fixed on the vertical plate of upper tie-beam by fastening bolt, and the lower projecting plate of the first calibrated bolck is connected on the vertical plate of lower tie-beam by radial direction loose bolts.Simple structure of the present invention, short construction period, with good damping shock proof effect, belong to the technical field of assembly concrete frame structure.
Description
Technical field
The present invention relates to a kind of resistance of the changing of the relative positions between the technical field of assembly concrete frame structure, more particularly to utilization wall
Ni Qiang.
Background technology
Assembly concrete frame structure had both had the technical advantage of prefabrication and assembly construction, while there is conventional concrete frame again
The defect that frame anti-seismic performance is weak, joints are complicated, current assembly concrete frame structure has extremely wide in China
Development prospect, current assembly concrete frame structure has problems with：(1) globality poor of structure, assembly concrete
Frame structure is assembled at the scene by prefabricated components, if connection design and construction control is bad, it is easy to structure occur whole
The problem of body and redundancy difference, such earthquake is of common occurrence in all previous earthquake.(2) energy dissipation capacity of frame structure is poor, mesh
It is preceding assembly concrete frame joint connection on have, equivalent cast-in-place connection, welding, bolt connection, prestressing force connect, after pour whole
The various ways such as body formula connection, but structural seismic performance is poor, energy dissipation capacity is low.(3) design of filling wall has deleterious effect
There is harmfulness with eaerthquake damage, once occurred a large amount of frame wall filled with masonry destructions in earthquake or collapsed, this makes the anti-seismic problem of filling wall
And its influence to structure design is received significant attention and paid attention to.
The content of the invention
For technical problem present in prior art, the purpose of the present invention is：A kind of resistance of the changing of the relative positions between utilization wall is provided
Ni Qiang, simple structure, short construction period, with good damping shock proof effect.
In order to achieve the above object, the present invention is adopted the following technical scheme that：
The damping wall of the changing of the relative positions between a kind of utilization wall, including tie-beam and lower tie-beam, right-hand member block, polylith in structure identical
First calibrated bolck, the calibrated bolck of polylith second, left end block, the left connecting pole of structure identical and right connecting pole；
First calibrated bolck and the second calibrated bolck include rear connecting plate and preceding connecting plate integrally formed and mutually stagger, after
The relatively preceding connecting plate of connecting plate is downward and protrudes to the right, and rear connecting plate forms downward projection of lower projecting plate and the right side prominent to the right
Projecting plate, preceding connecting plate relatively after connecting plate protrude upwards and to the left, preceding connecting plate formed the upper projecting plate that projects upwards and to
The left projecting plate of left protrusion；
Right-hand member block includes integrally formed back plate and foreboard, and back plate is downwardly projected with respect to foreboard, and back plate is formed and is downwardly projected
Lower projecting plate, foreboard protrudes upwards, to the left and to the right with respect to back plate, foreboard formed project upwards upper projecting plate, dash forward to the left
The left projecting plate and right projecting plate prominent to the right for going out；
Left end block includes integrally formed back plate and foreboard, back plate with respect to foreboard downwards with protrude to the right, back plate formed to
The lower projecting plate of lower protrusion and right projecting plate prominent to the right, foreboard to the left and are projected upwards with respect to back plate, and foreboard is formed upwards
Prominent upper projecting plate and left projecting plate prominent to the left；
Left connecting pole and right connecting pole include one end of integrally formed rear column and front column, rear column and front column
Concordantly, more than the width of front column, rear column protrudes the width of rear column up and down with respect to front column, rear column formed to
The upper prominent post of upper protrusion and downward projection of lower prominent post, the front column of the relatively left connecting pole of rear column of left connecting pole are formed
The right prominent post for protruding to the right, the front column of the relatively right connecting pole of rear column of right connecting pole forms left protrusion prominent to the left
Post；
The upper projecting plate of the first calibrated bolck is provided with multiple fastening bolt holes, and the lower projecting plate of the first calibrated bolck is provided with multiple pines
Dynamic bolt hole；The upper projecting plate of the second calibrated bolck is provided with multiple loose bolts holes, and the lower projecting plate of the second calibrated bolck is provided with multiple
Fastening bolt holes；The upper projecting plate of right-hand member block is provided with multiple fastening bolt holes, and the lower projecting plate of right-hand member block is provided with multiple loosening spiral shells
Keyhole；The upper projecting plate of left end block is provided with multiple loose bolts holes, and the lower projecting plate of left end block is provided with multiple fastening bolt holes；
Upper tie-beam and lower tie-beam are of an L-shaped structure, and the upper projecting plate of the second calibrated bolck is connected by radial direction loose bolts
It is connected on the vertical plate of tie-beam, the lower projecting plate of the second calibrated bolck is fixed on the vertical plate of lower tie-beam by fastening bolt
On, the left projecting plate of the second calibrated bolck is abutted against on the right projecting plate of adjacent first calibrated bolck, the right projecting plate of the second calibrated bolck
Abut against on the left projecting plate of adjacent first calibrated bolck；The upper projecting plate of the first calibrated bolck is fixed on upper connection by fastening bolt
On the vertical plate of beam, the lower projecting plate of the first calibrated bolck is connected on the vertical plate of lower tie-beam by radial direction loose bolts；It is right
The upper projecting plate of end block is fixed on the vertical plate of upper tie-beam by fastening bolt, and the lower projecting plate of right-hand member block is by radially pine
Dynamic to be bolted on the vertical plate of lower tie-beam, the left projecting plate of right-hand member block abuts against the right protrusion of the calibrated bolck of rightmost second
On plate, the right projecting plate of right-hand member block is abutted against on the rear column of right connecting pole；The upper projecting plate of left end block is by radially loosening spiral shell
Tether and be connected on the vertical plate of tie-beam, the lower projecting plate of left end block is connected to the vertical plate of lower tie-beam by fastening bolt
On, the left projecting plate of left end block is abutted against on the rear column of left connecting pole；The right projecting plate of left end block abuts against Far Left first
On the left projecting plate of calibrated bolck.
It is further：Internal diameter of the diameter of radial direction loose bolts less than loose bolts hole.Can so make radially to loosen spiral shell
Bolt is rocked along the direction of (i.e. the radial direction of bolt) up and down, and fore-and-aft direction is then fixed.
It is further：The right side of the first calibrated bolck and the second calibrated bolck is provided with rubber blanket.Rubber blanket can guarantee that connection
Compactness, reduce gap.
It is further：The end face of all of right projecting plate and lower projecting plate is provided with viscous-elastic material layer.Viscoelasticity material
The bed of material can produce the shearing force of above-below direction and left and right directions, so as to produce damping phenomena.
It is further：The right projecting plate of right-hand member block abuts against the left prominent post and upper prominent post of right connecting pole, left end block
Left projecting plate abut against the right prominent post and upper prominent post of left connecting pole.
It is further：Viscous-elastic material layer end face be provided with viscous-elastic material nail, viscous-elastic material layer with it is corresponding
Right projecting plate or lower projecting plate formed by integrally casting are formed.Viscous-elastic material nail can strengthen connection.
Generally speaking, the invention has the advantages that：
Prefabricated damping wall construction has the following advantages that：
(1) damping wall construction of the invention, is able to industrialized production, so as to reduce situ wet operation construction volume, has
Both it is easy to repair beneficial to the damping wall for shortening duration, control construction quality, and standardized production and changes, also allows for energy-conservation and build
Build the recycling after component is removed.
(2) using prefabricated damping wall can avoid commonly filling wall be vertically arranged it is uneven caused by structural weak layer, in addition
Can ensure that cooperateing with earthquake is received by reliable connecting structure between prefabricated damping wall and precast concrete frame beam column
Power, enhancing structure antidetonation globality.
(3) when geological process is larger, damping wall can be by the reciprocal relative position between adjacent wall board unit (calibrated bolck)
Move, force buffer layer (viscous-elastic material layer) to produce shearing lag return to deform and dissipation seismic energy, so as to reduce integrally-built
Earthquake response, improves structural seismic performance, and prefabricated damping wall is not easy to produce destruction in itself or collapses and jeopardize people's people's livelihood
Life property safety.
Brief description of the drawings
Fig. 1 is the explosive view of plan of the present invention.
Fig. 2 is the explosive view of stereogram of the present invention.
Fig. 3 is that the present invention assembles the schematic diagram after half.
Fig. 4 is the schematic diagram after the present invention is assembled.
Fig. 5 is the schematic diagram of the first calibrated bolck first direction.
Fig. 6 is the schematic diagram of the first calibrated bolck second direction.
Fig. 7 is the schematic diagram of the second calibrated bolck first direction.
Fig. 8 is the schematic diagram of the second calibrated bolck second direction.
Fig. 9 is the schematic diagram of right-hand member block first direction.
Figure 10 is the schematic diagram of right-hand member block second direction.
Figure 11 is the schematic diagram of left end block first direction.
Figure 12 is the schematic diagram of left end block second direction.
Figure 13 is the structural representation of left connecting pole and right connecting pole.
Figure 14 is the structural representation of upper tie-beam.
Figure 15 is the structural representation of fastening bolt and radial direction loose bolts.
Figure 16 is the installation diagram of right projecting plate or lower projecting plate and viscous-elastic material layer.
Figure 17 is the explosive view of right projecting plate or lower projecting plate and viscous-elastic material layer.
Figure 18 is the structural representation of viscous-elastic material layer.
Wherein, 1 is upper tie-beam, and 2 is lower tie-beam, and 3 is right-hand member block, and 4 is left end block, and 5 is the first calibrated bolck, and 6 is the
Two calibrated bolcks, 7 is left connecting pole, and 8 is right connecting pole, and 9 is radial direction loose bolts, and 10 is fastening bolt, and 11 is fastening bolt holes,
12 is loose bolts hole, and 13 is viscous-elastic material layer, and 14 viscous-elastic materials nail, 1-1 is the level board of upper tie-beam, and 1-2 is upper
The vertical plate of tie-beam, 3-1 is the foreboard of right-hand member block, and 3-2 is the upper projecting plate of right-hand member block, and 3-3 is the right projecting plate of right-hand member block,
3-4 is the left projecting plate of right-hand member block, and 3-5 is the back plate of right-hand member block, and 3-6 is the lower projecting plate of right-hand member block, and 4-1 is for before left end block
Plate, 4-2 is the upper projecting plate of left end block, and 4-3 is the left projecting plate of left end block, and 4-4 is the back plate of left end block, and 4-5 is left end block
Right projecting plate, 4-6 for left end block lower projecting plate, 5-1 is the preceding connecting plate of the first calibrated bolck, and 5-2 is the first calibrated bolck
Upper projecting plate, 5-3 is the left projecting plate of the first calibrated bolck, and 5-4 is the rear connecting plate of the first calibrated bolck, and 5-5 is the first calibrated bolck
Right projecting plate, 5-6 is the lower projecting plate of the first calibrated bolck, and 6-1 is the preceding connecting plate of the second calibrated bolck, and 6-2 is the second standard
The upper projecting plate of block, 6-3 is the left projecting plate of the second calibrated bolck, and 6-4 is the rear connecting plate of the second calibrated bolck, and 6-5 is the second mark
The lower projecting plate of quasi- block, 6-6 is the right projecting plate of the second calibrated bolck, and the first calibrated bolck and the second calibrated bolck include integrally formed
And the rear connecting plate and preceding connecting plate for mutually staggering, 7-1 is the front column of left connecting pole, and 7-2 is the right prominent post of left connecting pole,
7-3 is the upper prominent post of left connecting pole, and 7-4 is the lower prominent post of left connecting pole, and 8-1 is the front column of right connecting pole, and 8-2 is the right side
The left prominent post of connecting pole, 8-3 is the upper prominent post of right connecting pole, and 8-4 is the lower prominent post of right connecting pole.
Specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
For sake of convenience, now hereafter described orientation is provided as follows：Hereafter described fore-and-aft direction up and down and Fig. 1
The fore-and-aft direction up and down of projection relation itself is consistent.
With reference to shown in Fig. 1 to Figure 18, the damping wall of the changing of the relative positions between a kind of utilization wall, including in structure identical tie-beam and under
Tie-beam, right-hand member block, the calibrated bolck of polylith first, the calibrated bolck of polylith second, left end block, the left connecting pole of structure identical and right connection
Post.
For the first calibrated bolck and the second calibrated bolck, the first calibrated bolck and the second calibrated bolck include it is integrally formed and
The rear connecting plate and preceding connecting plate for mutually staggering, rear connecting plate and preceding connecting plate are an entirety, for convenience of description, are divided into
Rear connecting plate and preceding connecting plate；The relatively preceding connecting plate of connecting plate is downward afterwards and protrudes to the right, the relatively preceding connecting plate of rear connecting plate
For, rear connecting plate forms downward projection of lower projecting plate and right projecting plate prominent to the right, and preceding connecting plate is connected afterwards relatively
Plate is protruded upwards and to the left, preceding connecting plate relatively after for connecting plate, preceding connecting plate form the upper projecting plate that projects upwards and
The left projecting plate for protruding to the left；Can regard as, rear connecting plate and preceding connecting plate are shape and size identical plate, preceding connecting plate phase
Rear connecting plate has been staggered a segment distance to the upper left corner.First calibrated bolck and the second calibrated bolck are identical structures, and difference is
The position in its fastening bolt holes for setting and loose bolts hole is different.
For right-hand member block, right-hand member block is divided into back plate and foreboard two parts to describe, right-hand member block includes integrally formed
Back plate and foreboard, back plate is downwardly projected with respect to foreboard, and for back plate is with respect to foreboard, back plate forms downward projection of lower protrusion
Plate, foreboard is protruded upwards, to the left and to the right with respect to back plate, and for foreboard is with respect to back plate, foreboard forms project upwards upper prominent
Ejecting plate, left projecting plate prominent to the left and right projecting plate prominent to the right.
For left end block, left end block also includes integrally formed back plate and foreboard, back plate it is downward with respect to foreboard and to
Right protrusion, in left end block, for back plate is with respect to foreboard, back plate forms downward projection of lower projecting plate and the right side prominent to the right
Projecting plate, foreboard to the left and is projected upwards with respect to back plate, and for foreboard is with respect to back plate, foreboard forms the upper protrusion for projecting upwards
Plate and left projecting plate prominent to the left；
Left connecting pole and right connecting pole are identical two pillars, are arranged symmetrically.Left connecting pole and right connecting pole
Include integrally formed rear column and front column, rear column is concordant with one end of front column, i.e., for left connecting pole, after
The left end of column is concordant with the left end of front column, and for right connecting pole, the right-hand member of rear column is concordant with the right-hand member of front column.
Width of the width of rear column more than front column.Rear column is protruded up and down with respect to front column, and rear column forms prominent upwards
The upper prominent post and downward projection of lower prominent post for going out, the front column of the relatively left connecting pole of rear column of left connecting pole form to
The right prominent post of right protrusion, the front column of the relatively right connecting pole of rear column of right connecting pole forms left protrusion prominent to the left
Post.
The upper projecting plate of the first calibrated bolck is provided with multiple fastening bolt holes arranged along horizontal direction, and horizontal direction is a left side
Right direction, the lower projecting plate of the first calibrated bolck is provided with multiple loose bolts holes arranged along horizontal direction；Second calibrated bolck
Upper projecting plate is provided with multiple loose bolts holes arranged along horizontal direction, the lower projecting plate of the second calibrated bolck be provided with it is multiple along
The fastening bolt holes of horizontal direction arrangement；The upper projecting plate of right-hand member block is provided with multiple fastening bolts arranged along horizontal direction
Hole, the lower projecting plate of right-hand member block is provided with multiple loose bolts holes；The upper projecting plate of left end block is provided with multiple loose bolts holes, left end
The lower projecting plate of block is provided with multiple fastening bolt holes.
Upper tie-beam and lower tie-beam are of an L-shaped structure, and for convenience of description, upper tie-beam are divided into vertical plate and level board
To describe, lower tie-beam is also divided into vertical plate and level board to describe.Upper tie-beam and lower tie-beam include vertical plate and
Level board, before upper tie-beam vertical plate upper end, the level board of lower tie-beam is in lower tie-beam for the level board of upper tie-beam
Behind vertical plate lower end.First calibrated bolck and the second calibrated bolck are alternately arranged and linked together successively, specifically, for
For the first adjacent calibrated bolck and the second calibrated bolck, the upper projecting plate of the second calibrated bolck is connected to by radial direction loose bolts
On the vertical plate of tie-beam, the lower projecting plate of the second calibrated bolck is fixed on the vertical plate of lower tie-beam by fastening bolt, the
The left projecting plate of two calibrated bolcks is abutted against on the right projecting plate of adjacent first calibrated bolck, and the right projecting plate of the second calibrated bolck is abutted against
On the left projecting plate of adjacent first calibrated bolck；The upper projecting plate of the first calibrated bolck is fixed on the perpendicular of upper tie-beam by fastening bolt
In straight panel, the lower projecting plate of the first calibrated bolck is connected on the vertical plate of lower tie-beam by radial direction loose bolts, the first standard
The left projecting plate of block is abutted against on the right projecting plate of adjacent second calibrated bolck, and the right projecting plate of the first calibrated bolck abuts against adjacent
On the left projecting plate of two calibrated bolcks.The upper projecting plate of right-hand member block is fixed on the vertical plate of upper tie-beam by fastening bolt, right
The lower projecting plate of end block is connected on the vertical plate of lower tie-beam by radial direction loose bolts, for the of right-hand member block and rightmost
For two calibrated bolcks, the left projecting plate of right-hand member block is abutted against on the right projecting plate of the calibrated bolck of rightmost second；Dash forward on the right side of right-hand member block
Ejecting plate is abutted against on the rear column of right connecting pole.The upper projecting plate of left end block is connected to upper tie-beam by radial direction loose bolts
On vertical plate, the lower projecting plate of left end block is connected on the vertical plate of lower tie-beam by fastening bolt, the left protrusion of left end block
Plate is abutted against on the rear column of left connecting pole；For left end block and leftmost first calibrated bolck, the right protrusion of left end block
Plate is abutted against on the left projecting plate of the calibrated bolck of Far Left first.
Corresponding loose bolts hole, all of radial direction loose bolts are equipped with the vertical plate of upper tie-beam and lower tie-beam
Diameter less than loose bolts hole internal diameter.Radial direction loose bolts can so be made along (i.e. the radial direction of bolt) up and down
Direction rock, and fore-and-aft direction is then fixed.That is the upper end of the first calibrated bolck fixes dead, and the lower end of the first calibrated bolck can go up
Lower left and right is rocked, and the lower end of the second calibrated bolck fixes dead, what the upper end of the second calibrated bolck can be up and down rocks.
The right side of the first calibrated bolck and the second calibrated bolck is provided with rubber blanket, i.e., for the first calibrated bolck, connect afterwards
The right side of the right side of plate and preceding connecting plate is equipped with rubber blanket, for the second calibrated bolck, the right side of rear connecting plate
Right side with preceding connecting plate is also provided with rubber blanket.Rubber blanket can guarantee that the compactness of connection, reduce gap.
The end face of all of right projecting plate and lower projecting plate is provided with viscous-elastic material layer.Viscous-elastic material layer can be produced
Lower direction and the shearing force of left and right directions, so as to produce damping phenomena.The end face of viscous-elastic material layer is provided with viscous-elastic material
Nail, viscous-elastic material layer is formed with corresponding right projecting plate or lower projecting plate formed by integrally casting, after the completion of pouring, viscous-elastic material nail
Then it is located in right projecting plate and lower projecting plate, viscous-elastic material nail can strengthen connection.
The right projecting plate of right-hand member block abuts against the left prominent post and upper prominent post of right connecting pole, the right projecting plate of right-hand member block
Upper end is further prominent a part of to the right, and the part abuts against the upper prominent post of right connecting pole；The left projecting plate of left end block is tight
The right prominent post and upper prominent post of left connecting pole are leaned against, the upper end of the left projecting plate of left end block further protrudes one to the left
Point, the part abuts against the upper prominent post of left connecting pole.
Installation situation of the invention, the first calibrated bolck, the second calibrated bolck, left end block, right-hand member block splice it is good after, it is all of on
Projecting plate forms a whole long slab, is connected with the vertical plate of upper tie-beam by fastening bolt or radial direction loose bolts, own
Lower projecting plate also form a whole long slab, connected with the vertical plate of lower tie-beam by fastening bolt or radial direction loose bolts
Connect.When the displacement of wall generation left and right above-below direction is damped, adjacent the first calibrated bolck and the second calibrated bolck can be extruded mutually, from
And damping is played, the right side of such as the first calibrated bolck can extrude the left side of the second calibrated bolck；Simultaneously as all of right side
Projecting plate and lower projecting plate are provided with viscous-elastic material layer, i.e., the process for mutually being extruded in the first calibrated bolck and the second calibrated bolck
In, viscous-elastic material layer can produce elastic deformation, so as to play more preferable damping；In addition, radial direction loose bolts is straight
Internal diameter of the footpath less than loose bolts hole so that the first calibrated bolck and the second calibrated bolck, can be with left and right above-below directions as single pendulum
Rock, i.e. the first calibrated bolck and the second calibrated bolck are that one end is fixed, and the other end can be rocked, so as to ensure that damping it is present
Produce.First calibrated bolck upper end is fixed, lower end activity, and the second calibrated bolck then fix by lower end, upper end activity, the first calibrated bolck and the
Two calibrated bolcks are so alternately arranged, and damping is more preferable.Calibrated bolck of the invention, end block etc. can be pre-machined in factory and
Into that is, calibrated bolck, end block etc. are all prefabricated, then transport to job site and are installed.Calibrated bolck, end block material can be with
From mixed mud.
Above-described embodiment is the present invention preferably implementation method, but embodiments of the present invention are not by above-described embodiment
Limitation, it is other it is any without departing from Spirit Essence of the invention and the change, modification, replacement made under principle, combine, simplification,
Equivalent substitute mode is should be, is included within protection scope of the present invention.
Claims (6)
1. between a kind of utilization wall the changing of the relative positions damping wall, it is characterised in that including tie-beam in structure identical and lower tie-beam, the right side
End block, the calibrated bolck of polylith first, the calibrated bolck of polylith second, left end block, the left connecting pole of structure identical and right connecting pole；
First calibrated bolck and the second calibrated bolck include rear connecting plate and preceding connecting plate integrally formed and mutually stagger, connect afterwards
The relatively preceding connecting plate of plate is downward and protrudes to the right, and rear connecting plate forms downward projection of lower projecting plate and right protrusion prominent to the right
Plate, the relatively rear connecting plate of preceding connecting plate is upward and protrudes to the left, upper projecting plate and dash forward to the left that preceding connecting plate formation is projected upwards
The left projecting plate for going out；
Right-hand member block includes integrally formed back plate and foreboard, and back plate is downwardly projected with respect to foreboard, back plate formed it is downward projection of under
Projecting plate, foreboard is protruded upwards, to the left and to the right with respect to back plate, and foreboard forms the upper projecting plate, prominent to the left for projecting upwards
Left projecting plate and right projecting plate prominent to the right；
Left end block includes integrally formed back plate and foreboard, and back plate is protruded downwards and to the right with respect to foreboard, and back plate forms prominent downwards
The lower projecting plate and right projecting plate prominent to the right for going out, foreboard to the left and are projected upwards with respect to back plate, and foreboard is formed and projected upwards
Upper projecting plate and left projecting plate prominent to the left；
Left connecting pole and right connecting pole include integrally formed rear column and front column, and the one of rear column and front column holds level with both hands
Together, the width of rear column is more than the width of front column, and rear column is protruded up and down with respect to front column, and rear column is formed upwards
Prominent upper prominent post and downward projection of lower prominent post, the front column of the relatively left connecting pole of rear column of left connecting pole formed to
The right prominent post of right protrusion, the front column of the relatively right connecting pole of rear column of right connecting pole forms left prominent post prominent to the left；
The upper projecting plate of the first calibrated bolck is provided with multiple fastening bolt holes, and the lower projecting plate of the first calibrated bolck is provided with multiple loosening spiral shells
Keyhole；The upper projecting plate of the second calibrated bolck is provided with multiple loose bolts holes, and the lower projecting plate of the second calibrated bolck is provided with multiple fastenings
Bolt hole；The upper projecting plate of right-hand member block is provided with multiple fastening bolt holes, and the lower projecting plate of right-hand member block is provided with multiple loose bolts holes；
The upper projecting plate of left end block is provided with multiple loose bolts holes, and the lower projecting plate of left end block is provided with multiple fastening bolt holes；
Upper tie-beam and lower tie-beam are of an L-shaped structure, and the upper projecting plate of the second calibrated bolck is connected to by radial direction loose bolts
On the vertical plate of upper tie-beam, the lower projecting plate of the second calibrated bolck is fixed on the vertical plate of lower tie-beam by fastening bolt,
The left projecting plate of the second calibrated bolck is abutted against on the right projecting plate of adjacent first calibrated bolck, and the right projecting plate of the second calibrated bolck is abutted
On the left projecting plate of adjacent first calibrated bolck；The upper projecting plate of the first calibrated bolck is fixed on upper tie-beam by fastening bolt
On vertical plate, the lower projecting plate of the first calibrated bolck is connected on the vertical plate of lower tie-beam by radial direction loose bolts；Right-hand member block
Upper projecting plate be fixed on the vertical plate of upper tie-beam by fastening bolt, the lower projecting plate of right-hand member block is by radially loosening spiral shell
Tether and be connected on the vertical plate of lower tie-beam, the left projecting plate of right-hand member block abuts against the right projecting plate of the calibrated bolck of rightmost second
On, the right projecting plate of right-hand member block is abutted against on the rear column of right connecting pole；The upper projecting plate of left end block passes through radial direction loose bolts
It is connected on the vertical plate of tie-beam, the lower projecting plate of left end block is connected to the vertical plate of lower tie-beam by fastening bolt
On, the left projecting plate of left end block is abutted against on the rear column of left connecting pole；The right projecting plate of left end block abuts against Far Left first
On the left projecting plate of calibrated bolck.
2. according to the damping wall of the changing of the relative positions between a kind of utilization wall described in claim 1, it is characterised in that：Radial direction loose bolts it is straight
Internal diameter of the footpath less than loose bolts hole.
3. according to the damping wall of the changing of the relative positions between a kind of utilization wall described in claim 1, it is characterised in that：First calibrated bolck and second
The right side of calibrated bolck is provided with rubber blanket.
4. according to the damping wall of the changing of the relative positions between a kind of utilization wall described in claim 1, it is characterised in that：All of right projecting plate and
The end face of lower projecting plate is provided with viscous-elastic material layer.
5. according to the damping wall of the changing of the relative positions between a kind of utilization wall described in claim 1, it is characterised in that：The right projecting plate of right-hand member block
Abut against the left prominent post and upper prominent post of right connecting pole, the left projecting plate of left end block abut against left connecting pole right prominent post and
Upper prominent post.
6. according to the damping wall of the changing of the relative positions between a kind of utilization wall described in claim 4, it is characterised in that：The end of viscous-elastic material layer
Face is provided with viscous-elastic material nail, and viscous-elastic material layer is formed with corresponding right projecting plate or lower projecting plate formed by integrally casting.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710181830.2A CN106906921B (en) | 2017-03-24 | 2017-03-24 | Damping wall utilizing wall dislocation |
| JP2018022594A JP6351197B1 (en) | 2017-03-24 | 2018-02-10 | Damping wall using a kind of wall gap |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710181830.2A CN106906921B (en) | 2017-03-24 | 2017-03-24 | Damping wall utilizing wall dislocation |
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| CN106906921A true CN106906921A (en) | 2017-06-30 |
| CN106906921B CN106906921B (en) | 2023-03-24 |
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| JP (1) | JP6351197B1 (en) |
| CN (1) | CN106906921B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07102825A (en) * | 1993-10-01 | 1995-04-18 | Kumagai Gumi Co Ltd | Arrangement construction for wall |
| JP2009281107A (en) * | 2008-05-26 | 2009-12-03 | Takenaka Komuten Co Ltd | Earthquake-resisting wall |
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN204960038U (en) * | 2015-08-18 | 2016-01-13 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure |
| CN106368349A (en) * | 2015-07-23 | 2017-02-01 | 林旭川 | Fabricated buckling-resistant steel plate damping wall capable of being combined in parallel flexibly |
| CN206784655U (en) * | 2017-03-24 | 2017-12-22 | 广州大学 | A kind of fabricated damping wall |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59154269A (en) * | 1983-02-21 | 1984-09-03 | 清水建設株式会社 | Earthquake-proof reinforced wall |
| JPS6483775A (en) * | 1987-09-25 | 1989-03-29 | Kudan Kenchiku Kenkyusho Kk | Vibration-damping wall device for multistoried building |
| JP2984727B2 (en) * | 1995-07-28 | 1999-11-29 | 鹿島建設株式会社 | Building seismic retrofitting method |
| JP2012241403A (en) * | 2011-05-18 | 2012-12-10 | Masayuki Ito | Structural panel, and seismic-control and earthquake-resistant structure |
| JP5442156B1 (en) * | 2013-09-05 | 2014-03-12 | 孝典 佐藤 | Damping structure |
-
2017
- 2017-03-24 CN CN201710181830.2A patent/CN106906921B/en active Active
-
2018
- 2018-02-10 JP JP2018022594A patent/JP6351197B1/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07102825A (en) * | 1993-10-01 | 1995-04-18 | Kumagai Gumi Co Ltd | Arrangement construction for wall |
| JP2009281107A (en) * | 2008-05-26 | 2009-12-03 | Takenaka Komuten Co Ltd | Earthquake-resisting wall |
| CN104763078A (en) * | 2015-04-23 | 2015-07-08 | 湖南大学 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
| CN106368349A (en) * | 2015-07-23 | 2017-02-01 | 林旭川 | Fabricated buckling-resistant steel plate damping wall capable of being combined in parallel flexibly |
| CN204960038U (en) * | 2015-08-18 | 2016-01-13 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure |
| CN206784655U (en) * | 2017-03-24 | 2017-12-22 | 广州大学 | A kind of fabricated damping wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106906921B (en) | 2023-03-24 |
| JP2018162656A (en) | 2018-10-18 |
| JP6351197B1 (en) | 2018-07-04 |
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