CN109736427A - A kind of Antiseismic house builds structure - Google Patents
A kind of Antiseismic house builds structure Download PDFInfo
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- CN109736427A CN109736427A CN201910070172.9A CN201910070172A CN109736427A CN 109736427 A CN109736427 A CN 109736427A CN 201910070172 A CN201910070172 A CN 201910070172A CN 109736427 A CN109736427 A CN 109736427A
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- reinforcing bar
- reinforcement cage
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Abstract
The present invention relates to construction engineering technical fields, in particular to a kind of Antiseismic house builds structure, including the first column, first column is vertically arranged, the side of first column is provided with the first wallboard, the first floor and the second floor are provided with above the first wallboard, first floor extends in the opposite direction on the first wallboard with the second floor and extending direction is vertical with plane where the first wallboard, the second wallboard is provided with above the first floor, the second column identical with the first pillar construction is provided with above the first floor, first column, second column, first floor, second floor, first wallboard and the second wallboard be by reinforcing bar and it is concrete prefabricated at, steel reinforcement cage is provided between the first floor and the second floor end face close to each other, steel reinforcement cage and the first floor, second floor, first wallboard and the second wallboard phase It abuts, has achieved the effect that the antidetonation coefficient for improving house.
Description
Technical field
The present invention relates to construction engineering technical field, in particular to a kind of Antiseismic house builds structure.
Background technique
In general, as natural calamity in recent years takes place frequently, earthquake be it is a kind of endanger extraordinary serious natural calamity, earthquake is made
At property loss and casualties, mainly as caused by the collapsing of building.Going for earthquake is also fast, often
The even more than ten seconds very of short duration time at tens seconds occurs, people are difficult to be especially high building out of room within the so short time
In escape.
Complete the architectural process in house during building using prefabricated wallboard mostly in existing room.It is built in staff
During, after the completion of staff first builds the overall structure of dry wall, precast floor slab and prefabricated post, then pre-
Wall processed, precast floor slab and the link position of prefabricated post three using iron wire by reinforced-bar binding together after reuse concrete
It casts, to fix dry wall, precast floor slab and prefabricated post three position after concrete cooling.
After prior art among the above has the following deficiencies: that existing building construction is completed, house it is whole compared with
Dispersion, although the reinforcing bar of the link position of dry wall, precast floor slab and prefabricated post three is bundled, poured
Cheng Zhonghui keeps the gap between the reinforcing bar of the link position of dry wall, precast floor slab and prefabricated post three larger, once earthquake
Arrive, ground drives house to shake in the horizontal direction, and dry wall, precast floor slab and prefabricated post three will easily send out
The relative displacement of raw horizontal direction, can thus make house moment collapse, the antidetonation coefficient in house is lower, influences the life of people
Life safety.
Summary of the invention
The object of the present invention is to provide a kind of Antiseismic houses to build structure, has achieved the effect that the antidetonation coefficient for improving house.
Above-mentioned technical purpose of the invention has the technical scheme that
A kind of Antiseismic house builds structure, including the first column, and the first column is vertically arranged, and is provided with vertically in the side of the first column
The first wallboard, be provided with horizontal the first floor and the second floor above the first wallboard, the first floor and the second floor
Extending direction is vertical with plane where the first wallboard and the first floor extends in the opposite direction with the second floor, at first building
It is provided with the second wallboard identical with the first panel structure above plate, is provided with above the first floor and the first pillar construction phase
The second same column, first column, the second column, the first floor, the second floor, the first wallboard and the second wallboard are
By reinforcing bar and it is concrete prefabricated at the first column, the second column, the first floor, the second floor, the first wallboard and second
Wallboard, is provided with steel reinforcement cage between the first floor and the second floor end face close to each other, steel reinforcement cage respectively with the first floor,
Second floor, the first wallboard and the second wallboard abut against.
By using above scheme because the first column, the second column, the first floor, the second floor, the first wallboard and
Second wallboard be the first prefabricated column, the second column, the first floor, the second floor, the first wallboard and the second wallboard, so
First column, the second column, the first floor, the second floor, the anti-crack ability of the first wallboard and the second wallboard are stronger, are living
In encounter earthquake, the antidetonation coefficient in house mainly keeps not broken ability to determine by house in earthquake centre, so in this way in earthquake
In wall and roof be just not susceptible to be broken；In staff by the first column, the second column, the first floor, second building
After plate, the first wallboard and the second wallboard are just set on the ground, steel reinforcement cage is placed on the first floor and the second floor phase
Mutually between close end face, the tapping hole for casting is offered on the second wall, then staff by concrete along
Tapping hole is cast to inside steel reinforcement cage, and after concrete setting, concrete can be such that the position of steel reinforcement cage and shape fixes.?
When house encounters earthquake, the first floor and the second floor above house have the trend of the shaking of horizontal direction, but because
It is abutted against for steel reinforcement cage and the first floor, the second floor, the first wallboard and the second wallboard, so being full of the steel reinforcement cage of concrete
It can prevent the first floor and the second floor from relative displacement occurs.Thus the roof in house will not be made to be broken, make room
The antidetonation coefficient in room is higher.
The present invention is further arranged to, the steel inside first floor, the second floor, the first wallboard and the second wallboard
Muscle extends to the direction close to steel reinforcement cage and extends to the inside of steel reinforcement cage, and steel reinforcement cage is internally provided with strip reinforcing bar, and first
Floor, the second floor, the first wallboard and the second wallboard extend to the reinforcing bar inside steel reinforcement cage and twine on the circumferential surface of strip reinforcing bar
Around later with strip reinforcement welding.
By using above scheme, in earthquake, the main reason for mobile, occurs for floor and wall in building structure
It is exactly concrete in solidification, the tip position of reinforcing bar exists still between concrete to be had the gap.In staff by reinforcing bar
Cage is placed the upper surface of the second wall and casts to steel reinforcement cage again, when an earthquake occurs, if the first wallboard and the
Two wallboards be able to maintain stand erect can higher probability guarantee people life security because in the first wallboard and the
Reinforcing bar extending direction inside two wallboards is vertical direction, and will limit the first wallboard and the second wall after steel reinforcement cage casting
The shake of the horizontal direction of intralamellar part reinforcing bar, in this way can be so that the first wallboard and the second wallboard be more stable；Because
One floor, the second floor, the first wallboard and the second wallboard extend to the reinforcing bar inside steel reinforcement cage on the circumferential surface of strip reinforcing bar
It is welded between the first floor, the second floor, the first wallboard and the second wallboard and strip reinforcing bar after winding, thus
Further enhance the stability of the first wallboard and the second wallboard.
The present invention is further arranged to, and is provided in first floor close to the side of the first column horizontal prefabricated
First crossbeam is provided with horizontal prefabricated second cross beam close to the side of the first column in the second floor, close in steel reinforcement cage
The end of first column is provided with steel mesh, and the reinforcing bar inside steel mesh is close to steel reinforcement cage, first crossbeam and second cross beam
End is ring-type, and the reinforcing bar inside steel reinforcement cage, first crossbeam and second cross beam is ring-type, reinforcing bar close to the end of steel mesh
Reinforcing bar inside net, steel reinforcement cage, first crossbeam and second cross beam intersects in the position of cyclic annular end.
By using above scheme, during staff casts to steel reinforcement cage, concrete can spread to steel
Inside muscle net, the position of steel mesh can be fixed after concrete setting.Because the reinforcing bar inside steel mesh is close to steel
The end of muscle cage, first crossbeam and second cross beam is ring-type, and steel is obtained inside steel reinforcement cage, first crossbeam and second cross beam
Muscle close to one end of steel mesh intersect with the reinforcing bar ring-type end inside steel mesh after looped-shaped bending, such steel mesh
With by first crossbeam, second cross beam, steel reinforcement cage and opposite solid with the relatively-stationary floor of reinforcing bar cage location and wall position
It is fixed, in this way can be so that the structure in house to be more compact, when encountering earthquake, with the shaking of landing ground, the entirety in house can be with
Identical frequency is shaken, and can thus be reduced a possibility that relative displacement occurs for house internal structure, thus be made house
Antidetonation coefficient it is higher.
The present invention is further arranged to, and is uniformly provided in the upper surface of first column and the second column through certainly
The air hole of body is plugged with the stiffener extended along air hole axis direction inside air hole, and stiffener is close to reinforcing bar
It is welded between the first column and the second column the end of net.
By using above scheme because stiffener close to the end of steel mesh the first column and the second column it
Between weld, so stiffener will be relatively fixed with steel mesh position after concrete setting, when happening suddenly earthquake,
First column and the second column can the oriented inclined trend in side because reinforcing bar is after casting, along the extending direction of reinforcing bar
Steel bar end may there are small gaps between the concrete after solidification, but on the circumferential surface of reinforcing bar, concrete
It can be abutted against completely with the circumferential surface of reinforcing bar, so the first column and the second column resist inclined energy when happening suddenly earthquake
Power is stronger, and the first column and the second column is thus made to be not easy to tilt in earthquake centre, and then increases the antidetonation coefficient in house.
The present invention is further arranged to, and is provided with stiffening plate between second floor and the second wallboard, stiffening plate
Extending direction is identical as the extending direction of the second wallboard, stiffening plate be as reinforcing bar and it is concrete prefabricated made of stiffening plate, and
And stiffening plate is formed with the second floor and the second wallboard integral preform, stiffening plate is along from separate to the side of close second wallboard
To upward inclination.
By using above scheme, stiffening plate is inclined to be arranged between the second floor and the second wallboard, because of triangle
Shape, which has, stablizes on-deformable property, so inclined stiffening plate can be to the second vertical wall when happening suddenly earthquake
Plate plays the role of support；Because made of stiffening plate and the second floor and the second wallboard integral preform, just further
The intensity of stiffening plate is strengthened, and stiffening plate not only has supporting role to the second wallboard in this way, stiffening plate is to the second wallboard
Also there is draw, such stiffening plate can prevent the second wallboard from tilting to the direction close to stiffening plate, can also prevent
Second wallboard is tilted to the direction far from stiffening plate.
The present invention is further arranged to, and horizontal protective plate, the extension of protective plate are provided with above the stiffening plate
Direction is identical as the extending direction of the second wallboard.
By using above scheme, after house in the invention is built up, if burst earthquake, is located in high-story house
The personnel in portion can run away to below protective plate and take refuge, and prevent when earthquake intensity is sufficiently large, the roof in house is dangerous
Article, which falls, to be injured by a crashing object.
The present invention is further arranged to, the protective plate be as reinforcing bar and it is concrete prefabricated made of protective plate, and
Protective plate is formed with the second wallboard integral preform.
By using above scheme, when protective plate use, can keep off the top in the person, if protective plate is by reinforcing bar and mixed
Solidifying soil is prefabricated to be formed, and protective plate is formed with the second wallboard integral preform, can greatly improve the intensity of protective plate in this way,
And before the damage of the second wallboard, protective plate would not be damaged, and ensure that the life security of people in this way.
The present invention is further arranged to, and is arranged on the side of the first wall in first column and the second column
There is fixed block, is offered on the side of the first column in the first wall and the second wall compatible with fixed block recessed
Slot.
Fixed block by using above scheme, in staff's architectural process, on the first column and the second column
It can be stuck in the groove on the first wall and the second wall, such first wall and the first column just have mutual constraint
Effect, play the role of mutually constraining between the second wall and the second column, thus make each layer of structure of the building construction
More compact, the degree of cooperation is higher, keeps the antidetonation coefficient of house entirety higher.
In conclusion the present invention has following technical effect that
1. making the first wallboard, the second wallboard, the first floor and the second floor close to steel reinforcement cage end by being provided with steel reinforcement cage
Reinforcing bar can be fixed on steel reinforcement cage by iron wire, and steel reinforcement cage and the first wallboard, the second wallboard, the first floor and
Two floors are abutted against close to the end face of steel reinforcement cage, have been reached and have been improved the first wallboard and the second wallboard resistance to tilting, prevent the
Mobile effect occurs in the horizontal direction for one floor and the second floor；
2. the steel bar end inside steel mesh can be with steel reinforcement cage, first crossbeam and second cross beam by being provided with steel mesh
Internal reinforcing bar is connected, and the reinforcing bar inside the first column and the second column close to the end of steel mesh in the first column
And second weld between column, has reached the resistance to tilting for improving the first column and the second column, has prevented first crossbeam
And mobile effect occurs in the horizontal direction for second cross beam；
3. alloing people that can reach guarantee to going to take refuge below protective plate in earthquake by being provided with protective plate
The effect of the personal safety of people.
Detailed description of the invention
Fig. 1 is the overall structure figure that structure is built in room；
Fig. 2 is the structural schematic diagram that another angle of structure is built in room；
Fig. 3 is partial enlarged view at A in Fig. 1；
Fig. 4 is the partial exploded view that structure is built in room.
In figure, the 1, first column；11, fixed block；2, the second column；21, air hole；22, stiffener；3, first is horizontal
Beam；4, second cross beam；5, the first wallboard；6, the second wallboard；61, stiffening plate；62, protective plate；7, the first floor；8, second building
Plate；9, steel reinforcement cage；10, steel mesh.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Referring to Figures 1 and 2, the present invention provides a kind of Antiseismic houses to build structure, including the first column 1, the second column 2,
One crossbeam 3, second cross beam 4, the first wallboard 5, the second wallboard 6, the first floor 7, the second floor 8, steel reinforcement cage 9 and steel mesh
10, the first column 1, the second column 2, first crossbeam 3, second cross beam 4, the first wallboard 5, the second wallboard 6, the first floor 7 and
Second floor 8 for by reinforcing bar and it is concrete prefabricated at, the first column 1 and the second column 2 are vertically arranged and the
One column 1 and 2 structure of the second column are identical, and the surface of the first column 1 is arranged in the second column 2, and 10 level of steel mesh is set
It sets between the first column 1 and the second column 2；First wallboard 5 and the second wallboard 6 are vertically arranged and the first wallboard 5 and second
The structure of wallboard 6 is identical, the first wallboard 5 and the second wallboard 6 the same side of first column 1 is set and the first wallboard 5 and
Second wallboard 6 is abutted against with the first column 1 and the second column 2 respectively, and the first wallboard 5 and the second wallboard 6 are stood to far from first
The direction of column 1 extends, and offers the tapping hole through itself in the upper surface of the first wallboard 5 and the second wallboard 6；First building
Plate 7 and the second floor 8 are arranged between the first wallboard 5 and the second wallboard 6, and the first floor 7 and the second floor 8 are to mutual
Separate horizontal direction extends, and steel mesh 10 is horizontally set between the first floor 7 and the second floor 8 end face close to each other,
The extending direction of steel reinforcement cage 9 is identical as the extending direction of the first wallboard 5；First crossbeam 3 it is identical as the structure of second cross beam 4 and
First crossbeam 3 and second cross beam 4 are horizontally set on the first floor 7 and the second floor 8 close to the side of the first column 1 respectively.?
For staff by after the completion of the framed building in house, the concrete being stirred is cast to steel from the position of tapping hole by staff
Inside muscle cage 9, the concrete inside steel reinforcement cage 9 can be flowed to inside steel mesh 10 due to itself mobility, in house frame
After concrete setting inside frame, steel reinforcement cage 9 and steel mesh 10, the overall structure in house is just completed.
Referring to Fig. 2, in order to improve the shock resistance of house entirety, steel reinforcement cage 9 and the first floor 7, the second floor 8, first
Wallboard 5 and the second wallboard 6 are abutted against close to the end face of steel reinforcement cage 9, and the first floor 7, the second floor 8, the first wallboard 5 with
And the second reinforcing bar inside wallboard 6 close to the end of steel reinforcement cage 9 extends to the inside of steel reinforcement cage 9 and inside steel reinforcement cage 9
In strip reinforcing bar and the first floor 7, the second floor 8, the first wallboard 5 and the second wallboard after being wound on the circumferential surface of strip reinforcing bar
It is welded between reinforcing bar inside 6.Ground will drive the shaking that house integrally carries out horizontal direction during earthquake, because
It is extended to for the reinforcing bar inside the first floor 7, the second floor 8, the first wallboard 5 and the second wallboard 6 close to the end of steel reinforcement cage 9
In strip reinforcing bar and the first floor after being wound on the circumferential surface of the inside of steel reinforcement cage 9 and the strip reinforcing bar inside steel reinforcement cage 9
7, it is welded between the reinforcing bar inside the second floor 8, the first wallboard 5 and the second wallboard 6,7, second building, such first floor
Plate 8, the first wallboard 5, the second wallboard 6 and steel reinforcement cage 9 can connect into position phase under the action of concrete after casting
To fixed entirety, so the first floor 7, the second floor 8, the first wallboard 5, the meeting in earthquake of the second wallboard 6 and steel reinforcement cage 9
Shaken with identical frequency, will not thus make the first floor 7, the second floor 8, the first wallboard 5, the second wallboard 6 and
Loosening or positional shift occur for the reinforcing bar inside steel reinforcement cage 9.The metope or top surface for thus making house will not in earthquake
Fracture, improves the shock resistance in the house.
Referring to Fig. 3, steel mesh 10 shares two groups, and steel mesh 10 is arrived between the first column 1 and the second column 2 from above
Under be uniformly distributed, the reinforcing bar inside steel mesh 10 to close to steel reinforcement cage 9, first crossbeam 3 and second cross beam 4 direction extend simultaneously
And it is annular in shape in the position of end, the reinforcing bar inside steel reinforcement cage 9, first crossbeam 3 and second cross beam 4 is close to the end of steel mesh 10
Head is also annular in shape and intersects with the reinforcing bar inside steel mesh 10, inside steel reinforcement cage 9, first crossbeam 3 and second cross beam 4
Steel bar end on be wound with iron wire.Steel reinforcement cage 9, first crossbeam 3 and second cross beam 4 can be by two steel meshes 10 in this way
It is fixed, and after steel mesh 10 is cast, because the concrete on steel mesh 10 is spread inside steel reinforcement cage 9
Come, so cement content is higher than the content of sandstone in the concrete on steel mesh 10, so the coagulation on steel mesh 10
During soil solidification, concrete can enter each position of steel mesh 10 and reinforcing bar tie point, so in concrete
After solidification, the reinforcing bar at 10 position of steel mesh can firmly be fixed.And house in earthquake when, first crossbeam 3 with
And the shaking of horizontal direction mainly occurs for second cross beam 4, so concrete is just by first crossbeam 3, steel after setting steel mesh 10
Muscle net 10 and second cross beam 4 have been fixed on together, cause first crossbeam 3, steel mesh 10 and second cross beam 4 in earthquake with
Identical frequency is shaken, so opposite displacement would not occur between first crossbeam 3, steel mesh 10 and second cross beam 4,
Would not also house be made to be broken in this way, thus expand the anti-seismic performance in house.
Referring to Fig. 3, it is uniformly provided with the air hole 21 through itself in the upper surface of the first column 1 and the second column 2,
Stiffener 22 is plugged with inside air hole 21, stiffener 22 extends to the direction close to steel mesh 10 and stiffener
22 weld between the first column 1 and the second column 2 close to the end of steel mesh 10.Steel reinforcement cage 9 is carried out in staff
When casting, stiffener 22 is just inserted into inside air hole 21 by staff, and by steel mesh 10 and is reinforced using iron wire
Reinforcing bar 22 is fixed, and such concrete can also make stiffener 22 and the position in 10 horizontal direction of steel mesh relatively fixed；Then
Staff casts to the first column 1 and the second column 2 by air hole 21, can make stiffener 22 tight in this way
Gu inside the first column 1 or the second column 2.In earthquake, if the first column 1 or the second column 2 collapse or
Person, which tilts, can all influence the integral status in house, and the stiffener 22 after being fixed by concrete is to the first column 1 and the
Two columns 2 have supporting role, and stiffener 22 can prevent the first column 1 and 2 run-off the straight of the second column or collapse.
The anti-seismic performance of the first column 1 and the second column 2 is thus directly enhanced, the anti-seismic performance in house is indirectly improved.
Referring to Fig. 4, in order to keep house integral structure more compact, in the first column 1 and the second column 2 close to the first wall
Fixed block 11 is provided on the side of body, the first wall and the second wall offered on the side of the first column 1 with
The compatible groove of fixed block 11.In staff's architectural process, staff makes on the first column 1 and the second column 2
Fixed block 11 be respectively engaged with the inside grooves on the first wall and the second wall, such first wall and the first column 1
Just have the effect mutually constrained, play the role of mutually constraining between the second wall and the second column 2, in this way when the first wall,
When one of structure in second wall, the first column 1 and the second column 2 loosens, house moment can't be made to collapse
It collapses, can thus escape for the people in earthquake and the time is provided.
Referring to Fig.1, it in order to further strengthen the anti-seismic performance in house, is provided between the second floor 8 and the second wallboard 6
Stiffening plate 61.The extending direction of stiffening plate 61 is identical as the extending direction of the second wallboard 6, and stiffening plate 61 is along from separate to close
The direction of second wallboard 6 tilts upwards, stiffening plate 61 be as reinforcing bar and it is concrete prefabricated made of stiffening plate 61, and in work
Make in personnel's prefabrication process, stiffening plate 61, the second floor 8 and the second wallboard 6 are carried out integral preform by staff.Because plus
Strong plate 61 is prefabricated into, so in earthquake, stiffening plate 61 has the supporting role of strength to the second wall, in this way can be to prevent
Only the second wallboard 6 is toppled over to the direction close to stiffening plate 61；Because stiffening plate 61, the second floor 8 and the second wallboard 6 carry out one
Body is prefabricated, so stiffening plate 61 can also draw the second wallboard 6, in this way it is prevented that stiffening plate 61 is to far from reinforcement
Topple in the direction of plate 61.
Referring to Fig.1, people are injured by a crashing object when house collapses in order to prevent, and the surface of stiffening plate 61 is provided with protective plate
62, the extending direction of protective plate 62 is identical as the extending direction of the second wallboard 6, and protective plate 62 is by reinforcing bar and concrete prefabricated
Made of protective plate 62, and protective plate 62 is formed with 6 integral preform of the second wallboard.Because protective plate 62 is by reinforcing bar and to mix
Protective plate 62 made of solidifying soil is prefabricated, thus can be improved the endurance of protective plate 62.
In conclusion use process of the invention are as follows: when frame of the staff to house is built, staff
Ensure that the fixed block 11 on the first column 1 and the second column 2 is connected to the inside grooves of the second wallboard 6 and the second wallboard 6,
Then after steel reinforcement cage 9 and steel mesh 10 being placed into inside house frame, by 6, first building, the first wallboard 5, the second wallboard
Plate 7 and the second floor 8 extend to after the reinforcing bar inside steel reinforcement cage 9 winds on the reinforcing bar circumferential surface of 9 inside strip of steel reinforcement cage
The two is welded, make reinforcing bar inside steel reinforcement cage 9, first crossbeam 3 and second cross beam 4 close to steel mesh 10 end with
The cyclic annular end of 10 inside reinforcing bar of steel mesh is fixed after being wound using iron wire；Then staff will reinforce steel again
Muscle 22 is inserted into inside steel mesh 10 along the axis direction of air hole 21；Finally start the casting above the first wallboard 5 again
The position of mouth is cast, and is then cast in the position of the air hole 21 of 2 upper surface of the second column.Inside house frame
Concrete setting after, just complete the stronger room of shock resistance and build structure.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (8)
1. a kind of Antiseismic house builds structure, including the first column (1), the first column (1) is vertically arranged, the one of the first column (1)
Side is provided with vertical the first wallboard (5), is provided with horizontal the first floor (7) and the second floor above the first wallboard (5)
(8), plane where the extending direction of the first floor (7) and the second floor (8) and the first wallboard (5) is vertical and the first floor
(7) extend in the opposite direction with the second floor (8), be provided with above the first floor (7) identical as the first wallboard (5) structure
The second wallboard (6), be provided with the second column (2) identical with the first column (1) structure above the first floor (7), it is special
Sign is: first column (1), the second column (2), the first floor (7), the second floor (8), the first wallboard (5) and
Two wallboards (6) for by reinforcing bar and it is concrete prefabricated at the first column (1), the second column (2), the first floor (7), second
Floor (8), the first wallboard (5) and the second wallboard (6), the first floor (7) and the second floor (8) end face close to each other it
Between be provided with steel reinforcement cage (9), steel reinforcement cage (9) respectively with the first floor (7), the second floor (8), the first wallboard (5) and second
Wallboard (6) abuts against.
2. a kind of Antiseismic house according to claim 1 builds structure, it is characterised in that: first floor (7), the second floor
(8), the first wallboard (5) and the reinforcing bar of the second wallboard (6) inside extend to the direction close to steel reinforcement cage (9) and extend to steel
The inside of muscle cage (9), steel reinforcement cage (9) are internally provided with strip reinforcing bar, the first floor (7), the second floor (8), the first wallboard (5)
And second wallboard (6) extend to after the internal reinforcing bar of steel reinforcement cage (9) is wound on the circumferential surface of strip reinforcing bar with strip reinforcing bar
Welding.
3. a kind of Antiseismic house according to claim 2 builds structure, it is characterised in that: in first floor (7) close to the
The side of one column (1) is provided with horizontal prefabricated first crossbeam (3), in the second floor (8) close to the one of the first column (1)
Side is provided with horizontal prefabricated second cross beam (4), and the end of the first column (1) is provided with steel mesh in steel reinforcement cage (9)
(10), the internal reinforcing bar of steel mesh (10) is ring close to the end of steel reinforcement cage (9), first crossbeam (3) and second cross beam (4)
Shape, the internal reinforcing bar of steel reinforcement cage (9), first crossbeam (3) and second cross beam (4) are ring-type close to the end of steel mesh (10),
The internal reinforcing bar of steel mesh (10), steel reinforcement cage (9), first crossbeam (3) and second cross beam (4) is mutual in the position of cyclic annular end
Intersect.
4. a kind of Antiseismic house according to claim 3 builds structure, it is characterised in that: in first column (1) and
The upper surface of two columns (2) is uniformly provided with the air hole (21) through itself, is plugged with inside air hole (21) along ventilative
The stiffener (22) that hole (21) axis direction extends, the end of stiffener (22) close steel mesh (10) is in the first column
(1) and between the second column (2) it welds.
5. a kind of Antiseismic house according to claim 4 builds structure, it is characterised in that: in second floor (8) and second
It being provided between wallboard (6) stiffening plate (61), the extending direction of stiffening plate (61) is identical as the extending direction of the second wallboard (6),
Stiffening plate (61) be as reinforcing bar and it is concrete prefabricated made of stiffening plate (61), and stiffening plate (61) and the second floor (8)
And second wallboard (6) integral preform form, stiffening plate (61) is along from far to the direction close to the second wallboard (6) to updip
Tiltedly.
6. a kind of Antiseismic house according to claim 5 builds structure, it is characterised in that: set above the stiffening plate (61)
It is equipped with horizontal protective plate (62), the extending direction of protective plate (62) is identical as the extending direction of the second wallboard (6).
7. a kind of Antiseismic house according to claim 6 builds structure, it is characterised in that: the protective plate (62) be by reinforcing bar with
And it is concrete prefabricated made of protective plate (62), and protective plate (62) is formed with the second wallboard (6) integral preform.
8. a kind of Antiseismic house according to claim 7 builds structure, it is characterised in that: in first column (1) and
Two columns (2) are provided with fixed block (11) on the side of the first wall, in the first wall and the second wall close to first
It is offered on the side of column (1) and fixed block (11) compatible groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201910070172.9A CN109736427A (en) | 2019-01-24 | 2019-01-24 | A kind of Antiseismic house builds structure |
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| CN201910070172.9A CN109736427A (en) | 2019-01-24 | 2019-01-24 | A kind of Antiseismic house builds structure |
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| CN109736427A true CN109736427A (en) | 2019-05-10 |
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| CN201910070172.9A Pending CN109736427A (en) | 2019-01-24 | 2019-01-24 | A kind of Antiseismic house builds structure |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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Application publication date: 20190510 |