CN108487503A - A kind of prefabricated filled wall system and its construction method with hollow insulation construction - Google Patents
A kind of prefabricated filled wall system and its construction method with hollow insulation construction Download PDFInfo
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- CN108487503A CN108487503A CN201810645017.0A CN201810645017A CN108487503A CN 108487503 A CN108487503 A CN 108487503A CN 201810645017 A CN201810645017 A CN 201810645017A CN 108487503 A CN108487503 A CN 108487503A
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- prefabricated
- filling wall
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- babinet
- wallboard
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- 238000010276 construction Methods 0.000 title claims abstract description 56
- 238000009413 insulation Methods 0.000 title claims abstract description 33
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 238000005192 partition Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 17
- 239000000565 sealant Substances 0.000 claims description 11
- 238000012545 processing Methods 0.000 claims description 7
- 239000004698 Polyethylene Substances 0.000 claims description 6
- -1 polyethylene Polymers 0.000 claims description 6
- 229920000573 polyethylene Polymers 0.000 claims description 6
- 239000006260 foam Substances 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 3
- 229920006327 polystyrene foam Polymers 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 229920002554 vinyl polymer Polymers 0.000 claims description 2
- 239000004576 sand Substances 0.000 claims 1
- 238000011161 development Methods 0.000 abstract description 3
- 239000011449 brick Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000006378 damage Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000002708 enhancing effect Effects 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000010076 replication Effects 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 150000001336 alkenes Chemical class 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Classifications
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of prefabricated filled wall system with hollow insulation construction and its construction methods, prefabricated filling wall includes cavity body structure and is cast in the concrete casing layer of cavity body structure lateral surface, the cavity body structure includes that cushion block, bar frame, the hollow box body ontology surrounded by babinet wallboard and parallel interval setting are symmetrically arranged at least four cushion blocks on the intrinsic partition board of hollow box body, the front and back babinet wallboard of the hollow box body ontology；The bar frame is formed by transverse steel and vertical reinforcement drawknot and is laid on hollow box body ontology；It is provided on the cushion block for the hole across transverse steel；The left and right side babinet wallboard of the hollow box body ontology forms groove with front and back sides babinet wallboard.The prefabricated filling wall construction of the present invention is simple, and easy for construction, insulation, sound insulation property are good, and construction is affected by human factors small.Using flexible connection, effectively inhibit the development of filling wall crack.
Description
Technical field
The present invention relates to construction engineering technical fields, and in particular to a kind of prefabricated filled wall with hollow insulation construction
System and its construction method.
Background technology
Frame wall filled with masonry mostly uses some small-sized hollow building blocks at present or porous brick is built by laying bricks or stones, passes through with agent structure certain
The lacing wire of quantity connects, but there are certain defects for this structure.For structure tension performance, due to asking for masonry quality
Topic, filling wall overall performance is poor, and under geological process, filling wall is susceptible to the sliding rupture of masonry mortar layer.Meanwhile it building by laying bricks or stones
Mortar is susceptible to shrinkage phenomenon during air-dried, causes filled wall that sedimentation occurs and is detached from Vierendeel girder, to produce
Raw crack.
For structural seismic performance, filling wall is rigidly connected with main body frame, once wall arrangement is improper, will influence
The shock resistance of structure, for example, filling wall be vertically unevenly distributed weighing apparatus if, be easy for that structure is made weak floor occur, if wall water
Plain cloth set it is unreasonable if, it is also possible to cause the torque failure of structure.Meanwhile that frame column may be made to be formed is short for the presence for filling wall
Column, Vierendeel girder form short beam, form security risk.
From construction, building by laying bricks or stones for building block or brick body is time-consuming and laborious, increases cost of labor, reduces construction efficiency,
The requirement of China's architectural industrialization is not met, meanwhile, there are buildings and resources wasting phenomenons in work progress.
For the energy-saving heat preserving angle of wall, existing building block and brick body material cannot reach wall energy-saving heat preserving and want mostly
It asks, needs to do external thermal insulation processing in surface of wall, and external thermal insulation, frequently with the inflammable plank such as styrofoam, extruded sheet, building is deposited
In fire hazard, security risk is increased.
Invention content
The prefabricated filled wall system and its construction method that hollow insulation constructs are carried the purpose of the present invention is to provide a kind of,
The technical issues of to solve existing filled wall system poor seismic behavior, low construction efficiency, poor thermal insulation property；And solve raising system
Overall performance reduces the problem of working strength.
To achieve the above object, the present invention adopts the following technical scheme that：
One aspect of the present invention provides a kind of prefabricated filling wall with hollow insulation construction, and prefabricated filling wall 16 includes cavity babinet
Structure 1 and the concrete casing layer 2 for being cast in 1 lateral surface of cavity body structure, the cavity body structure 1 include cushion block 11,
Bar frame 13, the hollow box body ontology surrounded by babinet wallboard 12 and parallel interval setting hollow box body it is intrinsic every
Plate 14 is symmetrically arranged at least four cushion blocks 11 on the front and back babinet wallboard 12 of the hollow box body ontology；
The bar frame 13 is formed by transverse steel and vertical reinforcement drawknot and is laid on hollow box body ontology；
It is provided on the cushion block 11 for the hole across transverse steel；
The left and right side babinet wallboard 12 of the hollow box body ontology forms groove with front and back sides babinet wallboard 12.
Further, also it is welded with ring for hoisting 17 on bar frame 13.
Further, cavity body structure 1 further includes steel wire, and steel wire has two panels and is separately positioned on hollow box body ontology
Front and back 12 two sides of babinet wallboard, fitting be arranged on bar frame 13.For enhancing cavity body structure 1 and lateral surface
The cohesive force of concrete casing layer 2.
Further, drier and dry air are filled in hollow box body ontology.
Further, the reserved positioning hole in the lower part of concrete casing layer 2.When lifting construction, positions and can be inserted in hole
Pre-buried locating piece 7.
Further, the cushion block 11 is bonded and fixed on front and back babinet wallboard 12 or cushion block 11 and front and back babinet wallboard 12
It is integrally formed.
Further, also it is embedded with damper assembly 18 in the groove；
The damper assembly 18 includes cylindrical damper main body 181, is arranged in the pre-buried of 181 side bottom surface of dampener body
It holds 182 and is arranged in the L-type connecting pin of 181 other side bottom surface of dampener body；Pre-buried end 182 is fixed with bar frame 13 to be connected
It connects；L-type connecting pin includes cross bar 184 and montant 185, and the cross bar 184 is fixedly connected with the bottom surface of dampener body 181, institute
State montant 185 also on be provided with mantle fiber.
Further, 184 length of cross bar is more than 185 length of montant.
Further, L-type connecting pin is bent by the reinforcing bar of 5cm-8cm.
Another aspect of the present invention provides a kind of above-mentioned prefabricated filled wall system with hollow insulation construction, the system packet
The square structure enclosed by top frame beam 4, lower section Vierendeel girder 6 and frame column 3 is included, and is arranged in square structure pre-
System filling wall 16, be arranged at intervals in the frame column 3 be used cooperatively for the L-type connecting pin with damper assembly 18 it is pre-buried
Connector 5；
It is embedded on the lower section Vierendeel girder 6 and the matched pre-buried locating piece of the lower part of concrete casing layer 2 positioning hole 7；
It is provided with screed between prefabricated 16 lower part of filling wall and lower section Vierendeel girder 6；
It is prefabricated filling wall 16 respectively with top frame beam 4, left and right side frame column 3 between there are at least disengagement of 20mm away from
From；It is packed with gasket material 15 in the throw-off distances, and sealant layer is laid in marginal position.
Further, the gasket material 15 is polyethylene foam sheet either polystyrene foam plate or polyethylene modeling
Charge bar material or polyvinyl piping materials.
Further, the square plate of hole, hole diameter and L-type connecting pin are provided with centered on the built-in connection 5
185 diameter of montant is adapted, and built-in connection 5 is fastened with montant 185 by nut 183.
Further, the square structure that prefabricated filling wall 16 is enclosed with top frame beam 4, lower section Vierendeel girder 6 and frame column 3
Between using flexible connection.
The present invention also provides a kind of construction method of the above-mentioned prefabricated filling wall structures with hollow insulation construction, tools
Body includes the following steps：
Step 1：Snap the line, upper prefabricated 16 position line of filling wall of pop-up in square structure；
Step 2：Arrangement sits the screed of slurry connection on lower section Vierendeel girder 6, passes through 17 hoisting prefabricated filling wall 16 of hanging ring；
Step 3：L-type connecting pin and the nut 183 of built-in connection 5 of frame column 3 are fixed, while pre- on lower section Vierendeel girder 6
It buries locating piece 7 to be inserted into the lower part positioning hole of concrete casing, ensure chimeric firm；It is prefabricated after prefabricated filling wall 16 lifts
It is fixedly connected by preset screed in step 2 between the lower part and lower section Vierendeel girder 6 of filling wall 16；
Step 4, lifting top frame beam 4, and it is made to be reliably connected with frame column 3；
Step 5：Plate stitch processing, it is prefabricated filling wall 16 respectively with top frame beam 4, left and right side frame column 3 between there are
At least throw-off distances of 20mm；Clog gasket material 15；
Step 6：Jointing processing is done with building sealant form sealant layer in marginal position.
Beneficial effects of the present invention are embodied in：
1, the invention discloses a kind of prefabricated filled wall system with hollow insulation construction and its construction method, prefabricated filling walls
Simple in structure, setting is reasonable, easy for construction, and heat preservation, sound insulation property are good, and masonry quality is stablized.Prefabricated filling wall uses assembled
The form of construction has saved compared with existing masonry filler wall and has built the time by laying bricks or stones, reduces and applies while ensureing wall quality
Work cost, improves construction efficiency.
2, the invention discloses a kind of prefabricated filled wall system with hollow insulation construction and its construction methods, by changing
The structure type for becoming filling wall is effectively prevented and is controlled to improve the globality of wall and the whole anti-seismic performance of frame structure
The early-age crack of frame wall filled with masonry and corner are destroyed.
3, construction efficiency is high, heat insulation effect is good, resistance to capsizing is good.It is certain by being arranged by the way of flexible connection
Wall and Vierendeel girder, column throw-off distances, effectively inhibit the development of filling wall crack, filling wall and top frame beam, lower section
Vierendeel girder, frame column seam crossing be packed with gasket material as filler；At marginal position does jointing with building sealant
Reason forms sealant layer.Be not in masonry mortar layer sliding during use, filled wall sedimentation, filled wall and Vierendeel girder
It is detached from, generates the phenomenon that crack.The anti-seismic performance of prefabricated filled wall system is superior, reduces filling wall to greatest extent and makees in earthquake
Extent of the destruction under.
4, wall is filled to improve the heat-insulating property of integral-filled wall system simultaneously by the prefabricated thermal insulation of built-in hollow structure
The dead weight of reduction is convenient for prefabricated construction, construction intensity low.Waste plastic is utilized, plays energy saving, green, environmentally friendly effect.
It the composite can be widely applied in concrete frame filling wall construction.
Other features and advantages of the present invention will be illustrated in the following description, and partly becomes from specification
It is clear that understand through the implementation of the invention.The main object of the present invention and further advantage can be by specification, power
Specifically noted scheme is realized and is obtained in sharp claim.
Description of the drawings
Fig. 1 is cavity box structure diagram.
Fig. 2 is bar frame structural schematic diagram.
Fig. 3 is that prefabricated thermal insulation fills wall construction schematic diagram.
Fig. 4 is the structural schematic diagram of lower section Vierendeel girder and frame column.
Fig. 5 is built-in connection schematic diagram.
Fig. 6 is that prefabricated thermal insulation fills wall construction scheme of installation.
Fig. 7 is connecting pin structural schematic diagram.
Fig. 8 is damper assembly stereogram.
Fig. 9 is damper assembly usage state diagram.
Reference numeral：1- cavitys body structure, 11- cushion blocks, 12- babinets wallboard, 13- bar frames, 14- partition boards, 15- linings
The prefabricated filling wall of cushion material, 16-, 17- hanging rings, 18- damper assemblies, 181- dampener bodies, the pre-buried ends 182-, 183- spiral shells
Mother, 184- cross bars, 185- montants, 2- concrete casings layer, 3- frame columns, 4- top frames beam, 5- built-in connections, the lower sections 6-
The pre-buried locating piece of Vierendeel girder, 7-.
Specific implementation mode
As shown in Figure 1, the present invention provides a kind of simple in structure, setting is reasonable, heat preservation, sound insulation property it is good carry hollow guarantor
The prefabricated filling wall of temperature construction, prefabricated filling wall 16 include cavity body structure 1 and are cast in 1 lateral surface of cavity body structure
Concrete casing layer 2.
The cavity body structure 1 includes cushion block 11, bar frame 13, the hollow box body ontology surrounded by babinet wallboard 12
And parallel interval setting is empty filled with drier and drying in the intrinsic partition board 14 of hollow box body, hollow box body ontology
Gas.The babinet wallboard 12 and cushion block 11 can be plastic material, have the advantages that energy saving, green, environmentally friendly.
As shown in Fig. 2, being symmetrically arranged at least four cushion blocks 11 on the front and back babinet wallboard 12 of the hollow box body ontology；
The bar frame 13 is formed by transverse steel and vertical reinforcement drawknot and is laid on hollow box body ontology；Specifically, laterally
Reinforcing bar at least three, can be arranged between transverse steel with parallel interval, and two pass through side of the cushion block 11 as transverse steel net
Balsh muscle, in addition a binding is on the inside of vertical reinforcement.The transverse steel is in hollow box body ontology both sides of the edge into groove
Can be with replication certain angle, and by the transverse steel of babinet both sides replication, weld together, form three layers of closed transverse steel
Skeleton, and a piece vertical bar dowel of this three layers of closed reinforcing bars is welded together in groove, to limit this three levels
Vertical displacement of the reinforcing bar at groove position.Cavity body structure 1 can also include two panels steel wire, during steel wire is separately positioned on
The two sides of the front and back babinet wallboard 12 of empty box-like body, fitting are arranged on bar frame 13.Steel wire is arranged can be effective
Enhancing cavity body structure 1 and the concrete casing layer 2 of lateral surface cohesive force.
It is provided on the cushion block 11 for the hole across transverse steel；The cushion block 11 is bonded and fixed at front and back babinet
On wallboard 12 or cushion block 11 is integrally formed with front and back babinet wallboard 12.The left and right side babinet wallboard of the hollow box body ontology
12 form groove with front and back sides babinet wallboard 12.Damper assembly 18 is also embedded in the groove.
As shown in figure 8, the damper assembly 18 includes cylindrical damper main body 181, is arranged in dampener body 181
The pre-buried end 182 of side bottom surface and it is arranged in the L-type connecting pin of 181 other side bottom surface of dampener body；Pre-buried end 182 and steel
Muscle rack 13 is fixedly connected.L-type connecting pin includes cross bar 184 and montant 185, the bottom of the cross bar 184 and dampener body 181
Face is fixedly connected, the montant 185 also on be provided with mantle fiber.Wherein, 184 length of cross bar is more than 185 length of montant.L-type connects
End can be bent by the reinforcing bar of 5cm-8cm.Groove is provided with conducive to enhancing hollow box body ontology and concrete casing 2
Caking property, while enough working spaces being provided to damper assembly 18.
Together refering to Fig. 7, the pre-buried end 182 of damper assembly 18 can be with the transverse steel of bar frame 13 or vertical
Reinforcing bar is fixedly connected, so that damper assembly 18 can be in the throw-off distances of limited prefabricated filling wall 16 and frame column 3
It is interior, ensure there are enough operating distances between frame column 3.
As shown in figure 3, being also welded with ring for hoisting 17 on bar frame 13.Hanging ring 17 can also be by bar frame 13
Vertical reinforcement raises up and is formed.
For prefabricated filling wall 16 in Specific construction, first by hollow box body ontology, installation is complete, is checking out cushion block 11, babinet
After wallboard 12, bar frame 13 have fixed, formwork pours foam concrete, so that concrete is wrapped hollow box body sheet external
Surface forms the wall body structure of similar sandwich, and after concrete setting, building wall quality is highly stable.Wherein, outside concrete
The positioning hole of pre-buried locating piece 7 is inserted into the lower part of shell 2 when being reserved with lifting construction.Prefabricated filling wall provided by the invention
16 can effectively improve the whole anti-seismic performance of the ductility of wall and frame structure, effectively prevent the morning with control framework filling wall
Phase cracks and corner is destroyed.
As shown in figure 4, another aspect of the present invention provides a kind of prefabricated filled wall system with hollow insulation construction, it is described
System includes the square structure enclosed by top frame beam 4, lower section Vierendeel girder 6 and frame column 3, and is arranged in square structure
Interior prefabricated filling wall 16 is arranged at intervals in the frame column 3 and is used cooperatively for the L-type connecting pin with damper assembly 18
Built-in connection 5.As shown in figure 5, being provided with the square plate of hole, hole diameter and L-type centered on the built-in connection 5
185 diameter of montant of connecting pin is adapted, and built-in connection 5 is fastened with montant 185 by nut 183.
It is matched with the lower part of concrete casing layer 2 positioning hole as shown in fig. 6, being embedded on the lower section Vierendeel girder 6
Pre-buried locating piece 7, pre-buried locating piece 7 can be steel nail, and quantity is at least 4.Prefabricated 16 lower part of filling wall and lower section
It is provided with screed between Vierendeel girder 6；It is prefabricated filling wall 16 respectively with top frame beam 4, left and right side frame column 3 between
There are at least throw-off distances of 20mm；It is packed with gasket material 15 in the throw-off distances, and sealant layer is laid in marginal position.
Wherein, gasket material 15 is polyethylene foam sheet either polystyrene foam plate or polyethylene foams bar or poly- second
Alkene tubing.It is adopted between the square structure that prefabricated filling wall 16 and top frame beam 4, lower section Vierendeel girder 6 and frame column 3 enclose
With flexible connection.
Prefabricated filling wall 16 has been saved compared with existing masonry filler wall when building by laying bricks or stones using the form of fabricated construction
Between, construction cost is reduced while ensureing wall quality, improves construction efficiency.Steps are as follows for Specific construction：
Step 1：Snap the line, upper prefabricated 16 position line of filling wall of pop-up in square structure；
Step 2：Arrangement sits the screed of slurry connection on lower section Vierendeel girder 6, passes through 17 hoisting prefabricated filling wall 16 of hanging ring；
Step 3：As shown in figure 9, L-type connecting pin and the nut 183 of built-in connection 5 of frame column 3 are fixed, while lower section
Pre-buried locating piece 7 is inserted into the lower part positioning hole of concrete casing on Vierendeel girder 6, is ensured chimeric firm；Prefabricated filling wall 16
After lifting, it is fixedly connected by preset screed in step 2 between the lower part and lower section Vierendeel girder 6 of prefabricated filling wall 16；
Step 4, lifting top frame beam 4, and it is made to be reliably connected with frame column 3；
Step 5：Plate stitch processing, it is prefabricated filling wall 16 respectively with top frame beam 4, left and right side frame column 3 between there are
At least throw-off distances of 20mm；Clog gasket material 15；
Step 6：Jointing processing is done with building sealant form sealant layer in marginal position.
A kind of prefabricated filled wall system and its construction method with hollow insulation construction provided by the invention, prefabricated filling
The anti-seismic performance of wall 16 is superior, is convenient for prefabricated construction.Be not in the sliding of masonry mortar layer, prefabricated filling wall during use
16 sedimentations, prefabricated filling wall 16 are detached from Vierendeel girder, generate the phenomenon that crack.Prefabricated filling wall 16 is reduced to greatest extent on ground
Extent of the destruction under shake effect.In coming earthquake, damage of the geological process to prefabricated filling wall 16 can be reduced to the greatest extent
Evil, the as far as possible development in control filling crack, perfect condition is in earthquake, and prefabricated 16 crack of filling wall does not generate,
It can not influenced completely by earthquake.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention
It encloses and is defined, under the premise of not departing from design spirit of the present invention, technical side of the those of ordinary skill in the art to the present invention
The various modifications and improvement that case is made should all be fallen into the protection domain of claims of the present invention determination.
Claims (10)
1. a kind of prefabricated filling wall with hollow insulation construction, which is characterized in that prefabricated filling wall（16）Including cavity babinet
Structure（1）Be cast in cavity body structure（1）The concrete casing layer of lateral surface（2）, the cavity body structure（1）Including
Cushion block（11）, bar frame（13）, by babinet wallboard（12）The hollow box body ontology and parallel interval surrounded is arranged hollow
Partition board in box-like body（14）, the front and back babinet wallboard of the hollow box body ontology（12）On be symmetrically arranged at least four
Cushion block（11）；The bar frame（13）It is formed by transverse steel and vertical reinforcement drawknot and is laid on hollow box body ontology；
The cushion block（11）On be provided with for the hole across transverse steel；The left and right side babinet wallboard of the hollow box body ontology
（12）With front and back sides babinet wallboard（12）Form groove.
2. the prefabricated filling wall as described in claim 1 with hollow insulation construction, which is characterized in that bar frame（13）On
Also it is welded with ring for hoisting（17）.
3. the prefabricated filling wall as described in claim 1 with hollow insulation construction, which is characterized in that in hollow box body ontology
Filled with drier and dry air.
4. the prefabricated filling wall as described in claim 1 with hollow insulation construction, which is characterized in that concrete casing layer
（2）The reserved positioning hole in lower part.
5. the prefabricated filling wall as described in claim 1 with hollow insulation construction, which is characterized in that the cushion block（11）It is viscous
Knot is fixed on front and back babinet wallboard（12）Upper or cushion block（11）With front and back babinet wallboard（12）It is integrally formed.
6. the prefabricated filling wall as described in any one in claim 1-5 with hollow insulation construction, which is characterized in that described recessed
Damper assembly is also embedded in slot（18）；The damper assembly（18）Including cylindrical damper main body（181）, setting exist
Dampener body（181）The pre-buried end of side bottom surface（182）And it is arranged in dampener body（181）The L-type of other side bottom surface
Connecting pin；Pre-buried end（182）With bar frame（13）It is fixedly connected；L-type connecting pin includes cross bar（184）And montant（185）, institute
State cross bar（184）With dampener body（181）Bottom surface be fixedly connected, the montant（185）Mantle fiber is provided on also.
7. a kind of prefabricated filled wall system as claimed in claim 6 with hollow insulation construction, which is characterized in that the body
System includes by top frame beam（4）, lower section Vierendeel girder（6）And frame column（3）The square structure enclosed, and be arranged rectangular
Prefabricated filling wall in structure（16）, the frame column（3）It is inside arranged at intervals with and is used for and damper assembly（18）L-type connection
Hold the built-in connection being used cooperatively（5）；The lower section Vierendeel girder（6）On be embedded with and concrete casing layer（2）Lower part it is fixed
The position matched pre-buried locating piece of hole（7）；The prefabricated filling wall（16）Lower part and lower section Vierendeel girder（6）Between be provided with sand
Pulp layer；Prefabricated filling wall（16）Respectively with top frame beam（4）, left and right side frame column（3）Between there are at least 20mm
Throw-off distances；It is packed with gasket material in the throw-off distances（15）, and lay sealant layer in marginal position.
8. the prefabricated filled wall system as claimed in claim 7 with hollow insulation construction, which is characterized in that the liner material
Material（15）For polyethylene foam sheet either polystyrene foam plate or polyethylene foams bar or polyvinyl piping materials.
9. the prefabricated filled wall system as claimed in claim 7 with hollow insulation construction, which is characterized in that the pre-buried company
Fitting（5）Centered on be provided with the square plate of hole, the montant of hole diameter and L-type connecting pin（185）Diameter is adapted, pre-buried
Connector（5）With montant（185）It is fastened by nut.
10. a kind of construction method of the prefabricated filled wall system as claimed in claim 7 with hollow insulation construction, feature
It is, specifically comprises the following steps：
Step 1：Snap the line, the upper prefabricated filling wall of pop-up in square structure（16）The position line；
Step 2：In lower section Vierendeel girder（6）Upper arrangement sits the screed of slurry connection, passes through hanging ring（17）Hoisting prefabricated filling wall
（16）；
Step 3：By L-type connecting pin and frame column（3）Built-in connection（5）It is fixed with nut, while lower section Vierendeel girder（6）
Upper pre-buried locating piece（7）It is inserted into the lower part positioning hole of concrete casing, ensures chimeric firm；Prefabricated filling wall（16）Lifting
Afterwards, prefabricated filling wall（16）Lower part and lower section Vierendeel girder（6）Between be fixedly connected by preset screed in step 2；
Step 4 lifts top frame beam（4）, and make itself and frame column（3）It is reliably connected；
Step 5：Plate stitch processing, prefabricated filling wall（16）Respectively with top frame beam（4）, left and right side frame column（3）It
Between there are at least throw-off distances of 20mm；Clog gasket material（15）；
Step 6：Jointing processing is done with building sealant form sealant layer in marginal position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810645017.0A CN108487503B (en) | 2018-06-21 | 2018-06-21 | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810645017.0A CN108487503B (en) | 2018-06-21 | 2018-06-21 | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108487503A true CN108487503A (en) | 2018-09-04 |
| CN108487503B CN108487503B (en) | 2023-12-15 |
Family
ID=63342864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201810645017.0A Active CN108487503B (en) | 2018-06-21 | 2018-06-21 | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252728A (en) * | 2018-10-12 | 2019-01-22 | 同济大学 | A kind of flexible connecting method for filling wall and frame structure |
| CN109811936A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of assembled filling wall, frame system and its engineering method of piston type connection |
| CN110387987A (en) * | 2019-07-23 | 2019-10-29 | 广州大学 | A kind of assembled wall body structure and its installation method with door or window |
| CN112049239A (en) * | 2020-08-28 | 2020-12-08 | 太原理工大学 | Assembly type frame with embedded filler wall and construction method |
| CN112538915A (en) * | 2020-12-21 | 2021-03-23 | 林荣 | Precast concrete wallboard and manufacturing method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130055653A1 (en) * | 2008-08-04 | 2013-03-07 | Zhenxi HUANG | House constructed from finished product components and constructing method thereof |
| CN103397719A (en) * | 2013-08-06 | 2013-11-20 | 郑勤民 | Column-wall conjoined shear wall with hollow cavity |
| CN105756275A (en) * | 2016-04-16 | 2016-07-13 | 广东翔顺建筑工程有限公司 | Prefabricated infilled wall board capable of being synchronously constructed with stress structure and mounting method of prefabricated infilled wall board |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN105908868A (en) * | 2016-06-22 | 2016-08-31 | 北京工业大学 | Light steel side frame and main rib type single-row reinforcement recycled-concrete shear wall and construction method |
| CN106049717A (en) * | 2016-06-06 | 2016-10-26 | 河北建筑工程学院 | Cast-in-situ integral type steel frame filler wall system connected through springs and construction method thereof |
| CN106760053A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof |
| KR101774865B1 (en) * | 2016-03-23 | 2017-09-19 | 김호중 | A double wall |
| CN208792547U (en) * | 2018-06-21 | 2019-04-26 | 河北建筑工程学院 | A kind of prefabricated filling wall with hollow insulation construction and prefabricated filled wall system |
-
2018
- 2018-06-21 CN CN201810645017.0A patent/CN108487503B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130055653A1 (en) * | 2008-08-04 | 2013-03-07 | Zhenxi HUANG | House constructed from finished product components and constructing method thereof |
| CN103397719A (en) * | 2013-08-06 | 2013-11-20 | 郑勤民 | Column-wall conjoined shear wall with hollow cavity |
| KR101774865B1 (en) * | 2016-03-23 | 2017-09-19 | 김호중 | A double wall |
| CN105756275A (en) * | 2016-04-16 | 2016-07-13 | 广东翔顺建筑工程有限公司 | Prefabricated infilled wall board capable of being synchronously constructed with stress structure and mounting method of prefabricated infilled wall board |
| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN106049717A (en) * | 2016-06-06 | 2016-10-26 | 河北建筑工程学院 | Cast-in-situ integral type steel frame filler wall system connected through springs and construction method thereof |
| CN105908868A (en) * | 2016-06-22 | 2016-08-31 | 北京工业大学 | Light steel side frame and main rib type single-row reinforcement recycled-concrete shear wall and construction method |
| CN106760053A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof |
| CN208792547U (en) * | 2018-06-21 | 2019-04-26 | 河北建筑工程学院 | A kind of prefabricated filling wall with hollow insulation construction and prefabricated filled wall system |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252728A (en) * | 2018-10-12 | 2019-01-22 | 同济大学 | A kind of flexible connecting method for filling wall and frame structure |
| CN109252728B (en) * | 2018-10-12 | 2021-02-02 | 同济大学 | Flexible connection method for infilled wall and frame structure |
| CN109811936A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of assembled filling wall, frame system and its engineering method of piston type connection |
| CN109811936B (en) * | 2019-03-20 | 2024-05-14 | 西藏泰恒建设工程有限公司 | Piston-type connected assembled filling wall, frame system and construction method thereof |
| CN110387987A (en) * | 2019-07-23 | 2019-10-29 | 广州大学 | A kind of assembled wall body structure and its installation method with door or window |
| CN110387987B (en) * | 2019-07-23 | 2024-07-26 | 广州大学 | Assembled wall structure with door or window and installation method thereof |
| CN112049239A (en) * | 2020-08-28 | 2020-12-08 | 太原理工大学 | Assembly type frame with embedded filler wall and construction method |
| CN112538915A (en) * | 2020-12-21 | 2021-03-23 | 林荣 | Precast concrete wallboard and manufacturing method thereof |
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