CN206784655U - A kind of fabricated damping wall - Google Patents
A kind of fabricated damping wall Download PDFInfo
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- CN206784655U CN206784655U CN201720294249.7U CN201720294249U CN206784655U CN 206784655 U CN206784655 U CN 206784655U CN 201720294249 U CN201720294249 U CN 201720294249U CN 206784655 U CN206784655 U CN 206784655U
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Abstract
It the utility model is related to a kind of fabricated damping 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 second calibrated bolck is connected to by radial direction loose bolts on the vertical plate of upper tie-beam, the lower projecting plate of second calibrated bolck is fixed on by fastening bolt on the vertical plate of lower tie-beam, the left projecting plate of 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 first calibrated bolck is fixed on by fastening bolt on the vertical plate of upper tie-beam, and the lower projecting plate of the first calibrated bolck is connected to by radial direction loose bolts on the vertical plate of lower tie-beam.The utility model is simple in construction, short construction period, has good damping shock proof effect, belongs to the technical field of assembly concrete frame structure.
Description
Technical field
It the utility model is related to the technical field of assembly concrete frame structure, more particularly to a kind of fabricated damping
Wall.
Background technology
Assembly concrete frame structure had both had the technical advantage of prefabrication and assembly construction, while conventional concrete frame again be present
The defects of frame anti-seismic performance is weak, joints complexity, current assembly concrete frame structure have extremely wide in China
Development prospect, at present assembly concrete frame structure have 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 it is whole structure occur
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 it is whole
The various ways such as body formula connection, but structural seismic performance is poor, energy dissipation capacity is low.(3) design for filling wall has deleterious effect
There is harmfulness with eaerthquake damage, once occurred a large amount of frame wall filled with masonry in earthquake and destroy or collapse, this makes the anti-seismic problem of filling wall
And its influence to structure design is received significant attention and paid attention to.
Utility model content
For technical problem present in prior art, the purpose of this utility model is：A kind of fabricated damping is provided
Wall, simple in construction, short construction period, there is good damping shock proof effect.
In order to achieve the above object, the utility model adopts the following technical scheme that：
A kind of fabricated damping wall, including tie-beam and lower tie-beam, right-hand member block, polylith first are marked in structure identical
Quasi- block, 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 integrally formed and the rear connecting plate mutually to stagger and preceding connecting plate, 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, back plate are 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, and foreboard forms the upper projecting plate projected upwards, dashed forward to the left
The left projecting plate and right projecting plate prominent to the right gone 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, the width of rear column is more than the width of front column, and rear column protrudes 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
Prominent right prominent post to the right, the front column of the relatively right connecting pole of rear column of right connecting pole form left protrusion prominent to the left
Post；
The upper projecting plate of 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 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
On the left projecting plate for abutting against adjacent first calibrated bolck；The upper projecting plate of 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 to by radial direction loose bolts on the vertical plate of lower tie-beam；It is right
The upper projecting plate of end block is fixed on by fastening bolt on the vertical plate of upper tie-beam, and the lower projecting plate of right-hand member block passes through 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 loosens spiral shell by radial direction
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：The diameter of radial direction loose bolts is less than the internal diameter in loose bolts hole.It can so make radially to loosen spiral shell
Direction of the bolt along (i.e. the radial direction of bolt) up and down is rocked, and fore-and-aft direction is then fixed.
It is further：The right side of 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：All right projecting plates and the end face of lower projecting plate are 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 of right connecting pole and upper prominent post, left end block
Left projecting plate abut against the right prominent post of left connecting pole and upper prominent post.
It is further：The end face of viscous-elastic material layer provided with viscous-elastic material follow closely, viscous-elastic material layer with it is corresponding
Right projecting plate or lower projecting plate formed by integrally casting form.Viscous-elastic material nail can strengthen connection.
Generally speaking, the utility model has the following advantages that：
Prefabricated damping wall construction has the following advantages that：
(1) damping wall construction of the present utility model, is able to industrialized production, so as to reduce situ wet operation construction
Amount, be advantageous to shorten duration, control construction quality, and the damping wall of standardized production is both easy to repair replacing, also allows for saving
Recycling after being removed with building element.
(2) it can avoid commonly filling wall using prefabricated damping wall and be vertically arranged uneven caused structural weak layer, in addition
It is prefabricated damping wall and precast concrete frame beam column between can by reliable connecting structure come ensure in earthquake cooperate with by
Power, enhancing structure antidetonation globality.
(3) when geological process is larger, damping wall can pass through the reciprocal relative position between adjacent wall board unit (calibrated bolck)
Move, force buffer layer (viscous-elastic material layer) to produce shearing lag return and deform and dissipation seismic energy, it is integrally-built so as to reduce
Earthquake response, improve structural seismic performance, and prefabricated damping wall is not easy to produce in itself and destroys or collapse and jeopardize people's people's livelihood
Order property safety.
Brief description of the drawings
Fig. 1 is the explosive view of the utility model plan.
Fig. 2 is the explosive view of the utility model stereogram.
Fig. 3 is that the utility model assembles the schematic diagram after half.
Fig. 4 is the schematic diagram after the utility model assembles.
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.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in more detail.
Now the reference occurred in Figure of description is unitedly described as follows：
1 is upper tie-beam, and 2 be lower tie-beam, and 3 be right-hand member block, and 4 be left end block, and 5 be the first calibrated bolck, and 6 be the second standard
Block, 7 be left connecting pole, and 8 be right connecting pole, and 9 be radial direction loose bolts, and 10 be fastening bolt, and 11 be fastening bolt holes, and 12 be pine
Dynamic bolt hole, 13 be 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 tie-beam
Vertical plate, 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, and 3-4 is
The left projecting plate of right-hand member block, 3-5 be right-hand member block back plate, 3-6 be right-hand member block lower projecting plate, 4-1 be left end block foreboard, 4-
2 be 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 that the right side of left end block is dashed forward
Ejecting plate, 4-6 are the lower projecting plate of left end block, and 5-1 is the preceding connecting plate of the first calibrated bolck, and 5-2 is the upper protrusion of the first calibrated bolck
Plate, 5-3 are 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 that the right side of the first calibrated bolck is dashed forward
Ejecting plate, 5-6 are 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 upper of the second calibrated bolck
Projecting plate, 6-3 are 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 calibrated bolck
Lower projecting plate, 6-6 are the right projecting plate of the second calibrated bolck, and 7-1 is the front column of left connecting pole, and 7-2 is that the right side of left connecting pole is dashed forward
Go out post, 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, 8-
2 be the left prominent post of right connecting pole, and 8-3 is the upper prominent post of right connecting pole, and 8-4 is the lower prominent post of right connecting pole.
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, a kind of fabricated damping wall, including tie-beam 1 and lower connection in structure identical
Beam 2, right-hand member block 3, the first calibrated bolck of polylith 5, the second calibrated bolck of polylith 6, left end block 4, the left connecting pole 7 of structure identical and right company
Connect post 8.
With reference to shown in Fig. 5, Fig. 6, Fig. 7, Fig. 8, for the first calibrated bolck 5 and the second calibrated bolck 6, the first calibrated bolck 5
Include integrally formed and the rear connecting plate mutually to stagger and preceding connecting plate, rear connecting plate and preceding connecting plate with the second calibrated bolck 6
It is an entirety, for convenience of description, split into rear connecting plate and preceding connecting plate；Afterwards the relatively preceding connecting plate of connecting plate downwards and
Protrude to the right, for the relatively preceding connecting plate of rear connecting plate, rear connecting plate forms downward projection of lower projecting plate and protruded to the right
Right projecting plate, preceding connecting plate relatively after connecting plate protrude upwards and to the left, preceding connecting plate relatively after for connecting plate, preceding connection
Plate forms the upper projecting plate projected upwards and left projecting plate prominent to the left；It can regard as, rear connecting plate and preceding connecting plate are
Shape and size identical plate, preceding connecting plate relatively after connecting plate staggered a segment distance to the upper left corner.First calibrated bolck 5 and
Two calibrated bolcks 6 are identical structures, and difference is that the position in its fastening bolt holes 11 set and loose bolts hole 12 is different.
With reference to shown in Fig. 9 and Figure 10, for right-hand member block 3, right-hand member block 3 is divided into back plate 3-5 and foreboard 3-1 two parts
To describe, right-hand member block 3 includes integrally formed back plate 3-5 and foreboard 3-1, and back plate 3-5 is downwardly projected with respect to foreboard 3-1, back plate
For 3-5 is with respect to foreboard 3-1, back plate 3-5 forms downward projection of lower projecting plate 3-6, foreboard 3-1 with respect to back plate 3-5 upwards,
Protrude to the left and to the right, for foreboard 3-1 is with respect to back plate 3-5, foreboard 3-1 forms the upper projecting plate 3-2, to the left projected upwards
Prominent left projecting plate 3-4 and right projecting plate 3-3 prominent to the right.
With reference to shown in Figure 11 and Figure 12, for left end block 4, left end block 4 also includes integrally formed back plate 4-4 with before
Plate 4-1, back plate 4-4 are protruded downwards and to the right with respect to foreboard 4-1, in left end block 4, for back plate 4-4 is with respect to foreboard 4-1, after
Plate 4-4 forms downward projection of lower projecting plate 4-6 and right projecting plate 4-5 prominent to the right, foreboard 4-1 with respect to back plate 4-4 to
Left and project upwards, for foreboard 4-1 is with respect to back plate 4-4, foreboard 4-1 forms the upper projecting plate 4-2 that projects upwards and to the left
Prominent left projecting plate 4-3；
With reference to shown in Figure 13, left connecting pole 7 and right connecting pole 8 are identical two pillars, are arranged symmetrically.Zuo Lian
Pair connecing post 7 and right connecting pole 8 includes integrally formed rear column and front column, and rear column is concordant with one end of front column, i.e.,
For left connecting pole 7, the left end of rear column is concordant with front column 7-1 left end, for right connecting pole 8, rear column
Right-hand member is concordant with front column 8-1 right-hand member.The width of rear column is more than the width of front column.Rear column with respect to front column upwards and
It is downwardly projected, rear column forms the upper prominent post projected upwards and downward projection of lower prominent post, the rear column of left connecting pole 7
The front column 7-1 of relatively left connecting pole 7 forms right prominent post 7-2 prominent to the right, the relatively right company of rear column of right connecting pole 8
The front column 8-1 for connecing post 8 forms left prominent post 8-2 prominent to the left.
The upper projecting plate 5-2 of first calibrated bolck 5 is provided with multiple fastening bolt holes 11 arranged along horizontal direction, transverse direction side
To i.e. left and right directions, the lower projecting plate 5-6 of the first calibrated bolck 5 is provided with multiple loose bolts holes 12 arranged along horizontal direction；
The upper projecting plate 6-2 of second calibrated bolck 6 is provided with multiple loose bolts holes 12 arranged along horizontal direction, the second calibrated bolck 6
Lower projecting plate 6-5 is provided with multiple fastening bolt holes 11 arranged along horizontal direction；The upper projecting plate 3-2 of right-hand member block 3 is provided with more
The individual fastening bolt holes 11 arranged along horizontal direction, the lower projecting plate 3-6 of right-hand member block 3 are provided with multiple loose bolts holes 12；It is left
The upper projecting plate 4-2 of end block 4 is provided with multiple loose bolts holes 12, and the lower projecting plate 4-6 of left end block 4 is provided with multiple fastening bolt holes
11。
With reference to shown in Figure 14, Figure 15, upper tie-beam 1 and lower tie-beam 2 are of an L-shaped structure, for convenience of description, by upper connection
Beam 1 is divided into vertical plate 1-2 and level board 1-1 to describe, and lower tie-beam 2 is also divided into vertical plate and level board to describe.Upper company
Connecing beam 1 and lower tie-beam 2 includes vertical plate and level board, and the level board 1-1 of upper tie-beam 1 is in upper tie-beam vertical plate 1-2
Before upper end, the level board of lower tie-beam 2 is behind the lower vertical plate lower end of tie-beam 2.First calibrated bolck 5 and the second standard
Block 6 is alternately arranged and linked together successively, specifically, for adjacent the first calibrated bolck 5 and the second calibrated bolck 6,
The upper projecting plate 6-2 of second calibrated bolck 6 is connected to by radial direction loose bolts 9 on the vertical plate 1-2 of upper tie-beam 1, the second mark
The lower projecting plate 6-5 of quasi- block 6 is fixed on by fastening bolt 10 on the vertical plate of lower tie-beam 2, the left protrusion of the second calibrated bolck 6
Plate 6-3 is abutted against on the right projecting plate 5-5 of adjacent first calibrated bolck 5, and the right projecting plate 6-6 of the second calibrated bolck 6 abuts against adjacent
On the left projecting plate 5-3 of first calibrated bolck 5；The upper projecting plate 5-2 of first calibrated bolck 5 is fixed on upper connection by fastening bolt 10
On the vertical plate 1-2 of beam 1, the lower projecting plate 5-6 of the first calibrated bolck 5 is connected to the perpendicular of lower tie-beam 2 by radial direction loose bolts 9
In straight panel, the left projecting plate 5-3 of the first calibrated bolck 5 is abutted against on the right projecting plate 6-6 of adjacent second calibrated bolck 6, the first standard
The right projecting plate 5-5 of block 5 is abutted against on the left projecting plate 6-3 of adjacent second calibrated bolck 6.The upper projecting plate 3-2 of right-hand member block 3 passes through
Fastening bolt 10 is fixed on the vertical plate 1-2 of tie-beam 1, and the lower projecting plate 3-6 of right-hand member block 3 passes through radial direction loose bolts 9
It is connected on the vertical plate of lower tie-beam 2, for the second calibrated bolck 6 of right-hand member block 3 and rightmost, a left side for right-hand member block 3 is dashed forward
Ejecting plate 3-4 is abutted against on the right projecting plate 6-6 of the second calibrated bolck of rightmost 6；The right projecting plate 3-3 of right-hand member block 3 abuts against right company
On the rear column for connecing post 8.The upper projecting plate 4-2 of left end block 4 is connected to the vertical plate of upper tie-beam 1 by radial direction loose bolts 9
On 1-2, the lower projecting plate 4-6 of left end block 4 is connected to by fastening bolt 10 on the vertical plate of lower tie-beam 2, left end block 4
Left projecting plate 4-3 is abutted against on the rear column of left connecting pole 7；It is left for left end block 4 and leftmost first calibrated bolck 5
The right projecting plate 4-5 of end block 4 is abutted against on the left projecting plate 5-3 of the first calibrated bolck of Far Left 5.
Corresponding loose bolts hole 12 is equipped with the vertical plate of upper tie-beam 1 and lower tie-beam 2, all radial directions loosen
The diameter of bolt 9 is less than the internal diameter in loose bolts hole 12.Radial direction loose bolts 9 can so be made along (i.e. bolt up and down
Radial direction) direction rock, and fore-and-aft direction is then fixed.That is the upper end of the first calibrated bolck 5 is fixed, the first calibrated bolck
5 lower end can be up and down rock, the lower end of the second calibrated bolck 6 is fixed, and the upper end of the second calibrated bolck 6 can go up bottom left
Right rocks.
The right side of first calibrated bolck 5 and the second calibrated bolck 6 is provided with rubber blanket, i.e., for the first calibrated bolck 5, after connect
Fishplate bar 5-4 right side and preceding connecting plate 5-1 right side are equipped with rubber blanket, for the second calibrated bolck 6, rear connecting plate
6-4 right side and preceding connecting plate 6-1 right side are also provided with rubber blanket.Rubber blanket can guarantee that the compactness of connection, reduce
Gap.
With reference to shown in Figure 16, Figure 17, Figure 18, the end face of all right projecting plates and lower projecting plate is provided with viscous-elastic material
Layer 13.Viscous-elastic material layer 13 can produce the shearing force of above-below direction and left and right directions, so as to produce damping phenomena.Viscoelasticity material
The end face of the bed of material 13 is provided with viscous-elastic material nail 14, viscous-elastic material layer 13 and corresponding right projecting plate or lower projecting plate one
Pour and form, after the completion of pouring, for viscous-elastic material nail 14 then in right projecting plate and lower projecting plate, viscous-elastic material follows closely 14 energy
Strengthen connection.
The right projecting plate 3-3 of right-hand member block 3 abuts against the left prominent post 8-2 and upper prominent post 8-3 of right connecting pole 8, right-hand member block 3
Right projecting plate 3-3 a upper end further prominent part to the right, the part abuts against the upper prominent post 8-3 of right connecting pole 8；
The left projecting plate 4-3 of left end block 4 abuts against the right prominent post 7-2 and upper prominent post 7-3 of left connecting pole 7, the left protrusion of left end block 4
Plate 4-3 upper end is further prominent a part of to the left, and the part abuts against the upper prominent post 7-3 of left connecting pole 7.
Installation situation of the present utility model, after the first calibrated bolck 5, the second calibrated bolck 6, left end block 4, the splicing of right-hand member block 3 are good,
All upper projecting plates form a whole long slab, pass through the vertical of fastening bolt 10 or radial direction loose bolts 9 and upper tie-beam 1
Plate 1-2 connections, all lower projecting plates also form a whole long slab, by fastening bolt 10 or radial direction loose bolts 9 with
The vertical plate connection of tie-beam 2.When damping the displacement of wall generation left and right above-below direction, the first adjacent calibrated bolck 5 and second
Calibrated bolck 6 can be extruded mutually, and so as to play damping, the right side of such as the first calibrated bolck 5 can extrude a left side for the second calibrated bolck 6
End face；Simultaneously as all right projecting plates and lower projecting plate are provided with viscous-elastic material layer 13, i.e., in the He of the first calibrated bolck 5
During the mutually extruding of second calibrated bolck 6, viscous-elastic material layer 13 can produce elastic deformation, so as to play more preferable damping
Effect；In addition, the diameter of radial direction loose bolts 9 is less than the internal diameter in loose bolts hole 12 so that the first calibrated bolck 5 and the second standard
Block 6 as single pendulum, can left and right above-below direction rock, i.e. the first calibrated bolck 5 and the second calibrated bolck 6 are that one end is fixed,
The other end can be rocked, and present generation is damped so as to ensure that.The upper end of first calibrated bolck 5 is fixed, lower end activity, the second calibrated bolck
6 lower ends are fixed, upper end activity, and the first calibrated bolck 5 and the so alternate arrangement of the second calibrated bolck 6, damping are more preferable.This reality
It can be pre-machined and formed in factory with new calibrated bolck, end block etc., i.e., calibrated bolck, end block etc. are all prefabricated, Ran Houyun
It is defeated to be installed to job site.Calibrated bolck, the material of end block can select mixed mud.
Above-described embodiment is the preferable embodiment of the utility model, but embodiment of the present utility model is not by above-mentioned
The limitation of embodiment, it is other it is any without departing from Spirit Essence of the present utility model with made under principle change, modify, replace
Generation, combination, simplify, should be equivalent substitute mode, be included within the scope of protection of the utility model.
Claims (6)
- A kind of 1. fabricated damping wall, it is characterised in that including tie-beam in structure identical 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；First calibrated bolck and the second calibrated bolck include integrally formed and the rear connecting plate mutually to stagger and preceding connecting plate, rear connection 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, and preceding connecting plate forms the upper projecting plate projected upwards and dashed forward to the left The left projecting plate gone out；Right-hand member block includes integrally formed back plate and foreboard, back plate are downwardly projected with respect to foreboard, back plate formed it is downward projection of under Projecting plate, foreboard protrude upwards, to the left and to the right with respect to back plate, and foreboard forms the upper projecting plate, prominent to the left projected 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 protrudes 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 gone 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 form left prominent post prominent to the left；The upper projecting plate of 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 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 by fastening bolt on the vertical plate of lower tie-beam, The left projecting plate of 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 abuts On the left projecting plate of adjacent first calibrated bolck；The upper projecting plate of 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 to by radial direction loose bolts on the vertical plate of lower tie-beam；Right-hand member block Upper projecting plate be fixed on by fastening bolt on the vertical plate of upper tie-beam, the lower projecting plate of right-hand member block, which passes through, radially loosens 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 a kind of fabricated damping wall described in claim 1, it is characterised in that：The diameter of radial direction loose bolts is less than The internal diameter in loose bolts hole.
- 3. according to a kind of fabricated damping wall described in claim 1, it is characterised in that：First calibrated bolck and the second calibrated bolck Right side be provided with rubber blanket.
- 4. according to a kind of fabricated damping wall described in claim 1, it is characterised in that：All right projecting plates and lower protrusion The end face of plate is provided with viscous-elastic material layer.
- 5. according to a kind of fabricated damping wall described in claim 1, it is characterised in that：The right projecting plate of right-hand member block abuts against The left prominent post and upper prominent post of right connecting pole, the left projecting plate of left end block abut against the right prominent post of left connecting pole and upper protrusion Post.
- 6. according to a kind of fabricated damping wall described in claim 4, it is characterised in that：Set on the end face of viscous-elastic material layer There is viscous-elastic material nail, viscous-elastic material layer forms with corresponding right projecting plate or lower projecting plate formed by integrally casting.
Priority Applications (1)
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| CN106906921A (en) * | 2017-03-24 | 2017-06-30 | 广州大学 | The damping wall of the changing of the relative positions between a kind of utilization wall |
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| CN106906921A (en) * | 2017-03-24 | 2017-06-30 | 广州大学 | The damping wall of the changing of the relative positions between a kind of utilization wall |
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