CN109811937A - A kind of deformable assembled filling wall of wallboard, filled wall system and construction method - Google Patents
A kind of deformable assembled filling wall of wallboard, filled wall system and construction method Download PDFInfo
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- CN109811937A CN109811937A CN201910213185.7A CN201910213185A CN109811937A CN 109811937 A CN109811937 A CN 109811937A CN 201910213185 A CN201910213185 A CN 201910213185A CN 109811937 A CN109811937 A CN 109811937A
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000004567 concrete Substances 0.000 claims abstract description 86
- 239000000463 material Substances 0.000 claims abstract description 12
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000003063 flame retardant Substances 0.000 claims abstract description 11
- 238000012856 packing Methods 0.000 claims abstract description 11
- 238000009413 insulation Methods 0.000 claims abstract description 9
- 229920001971 elastomer Polymers 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 45
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- 238000004321 preservation Methods 0.000 claims description 31
- 238000012545 processing Methods 0.000 claims description 7
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- 238000009415 formwork Methods 0.000 claims description 6
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- 239000002689 soil Substances 0.000 claims description 5
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 239000011159 matrix material Substances 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 239000000565 sealant Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
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Abstract
A kind of deformable assembled filling wall of wallboard, filled wall system and construction method, it is related to the realm of building construction, the deformable assembled filling wall of wallboard includes insulating layer, impeller in the L shape concrete being connected on the inside of insulating layer, the outer impeller of L shape concrete being connected on the outside of insulating layer, is pasted onto the extrudings rubber strip in L shape concrete between impeller and the outer impeller of L shape concrete and is applied to the plastering decorative layer of impeller lateral surface outside L shape concrete.The filled wall system of the deformable assembled filling wall of the wallboard of application including frame structure, the deformable assembled filling wall of the wallboard being arranged in frame structure, is laid on the screed of frame structure inside bottom surface and is packed in the flexible flame retardant packing material on the inside of frame structure between its excess-three side and the deformable assembled filling wall of wallboard.The present invention solves the technical issues of low existing masonry filler wall system poor seismic behavior, construction efficiency and poor thermal insulation property.
Description
Technical field
The present invention relates to the realm of building construction, especially a kind of deformable assembled of wallboard fills wall, filled wall system
And construction method.
Background technique
Frame wall filled with masonry mostly uses some small-sized hollow building blocks or porous brick to be built at present, passes through with main structure
A certain number of lacing wire connections, but there are certain defects for this structure.
For structure tension performance, the problem of due to masonry quality, filling wall overall performance is poor, under geological process,
Filling wall is easy to appear the sliding rupture of masonry mortar layer.Meanwhile masonry mortar is easy to appear contraction now during air-dried
As causing filled wall that sedimentation occurs and is detached from Vierendeel girder, to generate crack.
For structural seismic performance, filling wall and main body frame are rigidly connected, once wall arrangement is improper, just will affect
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, the masonry of 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 mostly and want
It asks, needs to do external thermal insulation processing in surface of wall, and external thermal insulation, frequently with the inflammable plate such as styrofoam, extruded sheet, building is deposited
In fire hazard, security risk is increased.
Country is greatly developing assembled architecture, and important composition of the assembled filled wall system as periphery protecting system
There is vital effect in part to the development of assembled architecture, and the present invention can develop for the assembled architecture in China to be provided
Strong technical support.
Summary of the invention
The object of the present invention is to provide a kind of deformable assembleds of wallboard to fill wall, filled wall system and construction method,
The technical issues of solving low existing masonry filler wall system poor seismic behavior, construction efficiency and poor thermal insulation property；And it solves existing
There is the problem that masonry filler wall system overall performance is poor, labor intensity of workers is high and security risk is big.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of deformable assembled filling wall of wallboard, including insulating layer, the L shape concrete internal lobe being connected on the inside of insulating layer
The outer impeller of plate, the L shape concrete being connected on the outside of insulating layer, be pasted onto L shape concrete impeller and the outer impeller of L shape concrete it
Between extruding rubber strip and be applied to the plastering decorative layer of the outer impeller lateral surface of L shape concrete.
Impeller is formed using steel skeleton as skeleton by concreting in the L shape concrete, the steel skeleton include angle steel,
It is spaced transverse steel on the lateral surface on the one side for being welded on angle steel, longitudinal reinforcement of the interval binding on the inside of transverse steel, viscous
It is attached to angle steel and hands over connector of the stupefied and another side on the lateral surface that upper heat preservation strip and interval are welded on angle steel another side.
The structure of the outer impeller of the L shape concrete is identical as the structure of impeller in L shape concrete.
The connector includes cylindrical connection main body and is connected to vertically arc-shaped on connection main body lateral surface
Plate body is connected, the center of the connection plate body offers circular first connecting hole.
Arranged in matrix has heat preservation tension member on the insulating layer.
The middle part of the heat preservation tension member is located in insulating layer, and impeller and L shape coagulation in L shape concrete are inserted into both ends respectively
In the outer impeller of soil.
Depth in the both ends insertion L shape concrete of the heat preservation tension member in impeller and the outer impeller of L shape concrete is not small
In the half of impeller in L shape concrete or L shape concrete siphonal lobe plate thickness.
Using the filled wall system of the deformable assembled filling wall of wallboard, including frame structure, setting are in frame
The deformable assembled of wallboard in frame structure fills wall, is laid on frame structure inside bottom surface and the deformable assembled of wallboard
Screed between filling wall and be packed on the inside of frame structure its excess-three side and the deformable assembled filling wall of wallboard it
Between flexible flame retardant packing material.
The frame structure be set a roof beam in place by upper box, lower section Vierendeel girder, left frame trestle and right frame trestle enclose
Rectangular closed frame.
Interval is embedded with built-in fitting on the medial surface of the left frame trestle and right frame trestle.
The built-in fitting is overall U-shaped, and two sides outer end face, which is arc-shaped, to be outwardly protruded, and arc-shaped position offers ellipse
Second connecting hole of shape.
The connection plate body correspondence of connector on the deformable assembled filling wall of wallboard is inserted in built-in fitting, and even
The first connecting hole on fishplate bar body is corresponding with the second connecting hole on built-in fitting and is connected by bolt-through.
Between the medial surface that the top surface of the deformable assembled filling wall of the wallboard and upper box are set a roof beam in place, left side and left
There are the gaps for being not less than 20mm between the inside of side frame trestle, between right side and the medial surface of right frame trestle.
The flexible flame retardant packing material is filled in gap.
Using the construction method of the filled wall system, step are as follows:
Step 1: the deformable assembled of the wallboard that is prefabricated in the factory fills wall.
A, steel skeleton is made: on the lateral surface on one side that one end interval of transverse steel is welded on angle steel, then in cross
The interval binding longitudinal reinforcement on the medial surface of reinforcing bar, then the friendship that the heat preservation strip of cold-prevention bridge is respectively adhered on angle steel are stupefied and another
On edge, finally connector interval is welded on the lateral surface of the another side of angle steel.
B, formwork pours the concrete of the outer impeller 3 of L-type concrete: it is embedding to keep the temperature tension member 1.1 before concrete initial set
Outside to L-type concrete in the concrete of impeller, make to keep the temperature tension member rotation manually after insertion heat preservation tension member in concrete
90 °, so that heat preservation tension member and concrete generate good bond stress.
C, by maintenance after the concrete of impeller outside L-type concrete solidifies completely and reaches some strength, it is laid with heat preservation
Layer, the laying of insulating layer are laid with since surrounding toward centre, and are laid with using bulk insulation board.
D, step b is repeated, formwork pours the concrete of impeller in L-type concrete.
E, it is filled in seam or the gap boxed out with polyurethane foam, completes the deformable assembled filling of wallboard
Wall is prefabricated.
Step 2: snap the line pops up the position line of the deformable assembled filling wall of wallboard on frame structure inner ring.
Step 3: in lower section, the top surface of Vierendeel girder is laid with the screed being fixedly connected.
Step 4: wall is filled to frame by the deformable assembled of the hoisting prefabricated wallboard of the first connecting hole on connector
In frame structure, and it is chimeric with the built-in fitting on left frame trestle and right frame trestle firm to make connector, and is bolted
Securely.
Step 5: plate stitch processing, in the medial surface that the top surface of the deformable assembled filling wall of wallboard and upper box are set a roof beam in place
Between, clog in the gap between left side and the inside of left frame trestle, between right side and the medial surface of right frame trestle
Flexible flame retardant packing material.
Step 6: jointing processing finally is done with building sealant in marginal position, completes the construction of filled wall system.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that the deformable assembled of wallboard of the invention
It is simple to fill wall construction, rationally, prefabrication is convenient for construction, has accomplished that structure is heat insulation integrated and thermal insulation property is good, has had
Good globality；The structural form that wall is filled by changing the deformable assembled of wallboard makes it have certain extruding and becomes
Shape ability can be deformed in coming earthquake by squeezing rubber strip, so that seismic force is effectively absorbed, protection filling wall
It is without damage；Using the form of fabricated construction, compared with existing masonry filler wall, the masonry time has been saved, has guaranteed wall
Construction cost is reduced while weight, improves construction efficiency.
It the composite can be widely applied in concrete frame filling wall construction.
Detailed description of the invention
The present invention will be further described in detail with reference to the accompanying drawing.
Fig. 1 is the schematic perspective view of the deformable assembled filling wall of wallboard.
Fig. 2 is the schematic perspective view of the steel skeleton of impeller or the outer impeller of L shape concrete in L shape concrete.
Fig. 3 is the schematic perspective view of connector.
Fig. 4 is the attachment structure schematic diagram of insulating layer and heat preservation tension member.
Fig. 5 is the schematic view of facade structure of filled wall system.
Fig. 6 is the schematic perspective view of built-in fitting.
Fig. 7 is the schematic perspective view that connector is connect with built-in fitting.
Appended drawing reference: 1-insulating layer, 1.1-heat preservation tension members, impeller, 2.1-angle steel, 2.2-in 2-L shape concrete
Transverse steel, 2.3-longitudinal reinforcements, 2.4-heat preservation strips, 2.5-connectors, 2.5.1-connection main body, 2.5.2-connecting plate
The outer impeller of body, the first connecting hole of 2.5.3-, 3-L shape concrete, 4-squeeze rubber strip, 5-plastering decorative layers, 6-mortars
Layer, 7-flexible flame retardant packing materials, 8-upper boxes set a roof beam in place, 9-lower section Vierendeel girders, 10-left frame trestles, 11-right frames
Trestle, 12-built-in fittings, the 12.1-the second connecting hole.
Specific embodiment
Embodiment is shown in Figure 1, a kind of deformable assembled filling wall of wallboard, filled wall system and construction
Method, the deformable assembled filling wall of wallboard includes insulating layer 1, the L shape concrete for being connected to 1 inside of insulating layer
Interior impeller 2, is pasted onto impeller 2 and L shape concrete in L shape concrete at the outer impeller 3 of L shape concrete for being connected to 1 outside of insulating layer
Extruding rubber strip 4 between outer impeller 3 and the plastering decorative layer 5 for being applied to L shape concrete 3 lateral surface of outer impeller；The L shape is mixed
The opening of impeller 2 and the outer impeller 3 of L shape concrete is opposite in solidifying soil, and be centrosymmetric setting, and the insulating layer is clipped in L shape coagulation
In soil between impeller 2 and the outer impeller 3 of L shape concrete, the inside of the long limb of impeller 2 is shorter in length than guarantor in the L shape concrete
The length of warm layer 1, therefore formed between the outer end of the long limb of impeller 2 and one end of insulating layer 1 for squeezing in L shape concrete
The hole of the filling of rubber strip 4 is pressed, the width of the inside of the manomelia of impeller 2 is equal to heat preservation plate thickness and institute in the L shape concrete
State in L shape concrete the thickness of the long limb of impeller 2 and.
Shown in Figure 2, impeller 2 is formed using steel skeleton as skeleton by concreting in the L shape concrete, the steel
Skeleton includes angle steel 2.1, the transverse steel 2.2 on the lateral surface for being spaced the one side for being welded on angle steel 2.1, interval binding in transverse direction
The longitudinal reinforcement 2.3 of the inside of reinforcing bar 2.2 is pasted onto angle steel 2.1 stupefied and another side is handed over to be welded on along upper heat preservation strip 2.4 and interval
Connector 2.5 on the lateral surface of 2.1 another side of angle steel；
The section for handing over the heat preservation strip 2.4 on stupefied for being connected to the angle steel 2.1 is L-shaped, is connected to the another side of the angle steel 2.1
Section along upper heat preservation strip 2.4 is in U-shape；The effect of heat preservation strip 2.4 is for preventing cold bridge.
Shown in Figure 3, the connector 2.5 includes cylindrical connection main body 2.5.1 and is connected to connection master vertically
Arc-shaped connection plate body 2.5.2 on body 2.5.1 lateral surface, the center of the connection plate body 2.5.2 offer circular the
One connecting hole 2.5.3；The first connecting hole 2.5.3 can be used as hole for hoist, fill out for the deformable assembled of entire wallboard
Fill the lifting of wall, it can also be used to connecting hole, for being attached with the frame structure of filled wall system.
Shown in Figure 4, arranged in matrix has heat preservation tension member 1.1 on the insulating layer 1；The heat preservation tension member 1.1 is
Plug-in type FRP keeps the temperature tension member, and the middle part of the heat preservation tension member 1.1 is located in insulating layer 1, and L shape coagulation is inserted at both ends respectively
In soil in impeller 2 and the outer impeller 3 of L shape concrete；Impeller 2 and L in the both ends insertion L shape concrete of the heat preservation tension member 1.1
Depth (i.e. anchorage length) in the outer impeller 3 of shape concrete is thick not less than impeller 2 in L shape concrete or the outer impeller 3 of L shape concrete
The half of degree.
The deformable assembled filling wall of wallboard of the invention has certain extrusion deformation ability, under geological process
It can be deformed by squeezing rubber strip, to effectively absorb seismic force, protection filling wall is without damage.
It is shown in Figure 5, using the filled wall system of the deformable assembled filling wall of wallboard, including frame knot
Structure, the wallboard being arranged in frame structure deformable assembled filling wall are laid on frame structure inside bottom surface and wallboard can
The assembled of deformation fills the screed 6 between wall and is packed in its excess-three side and the deformable dress of wallboard on the inside of frame structure
With the flexible flame retardant packing material 7 between formula filling wall；The frame structure is set a roof beam in place by upper box 8, lower section Vierendeel girder 9, a left side
Rectangular closed frame made of side frame trestle 10 and right frame trestle 11 enclose；The left frame trestle 10 and right frame trestle 11
Medial surface on interval be embedded with built-in fitting 12；It sets a roof beam in place with upper box the top surface of the deformable assembled filling wall of wallboard
Between 8 medial surface, between left side and the inside of left frame trestle 10, between right side and the medial surface of right frame trestle 11
There are the gaps for being not less than 20mm；The flexible flame retardant packing material 7 is filled in gap.
Shown in Figure 6, the built-in fitting 12 is overall U-shaped, and two sides outer end face is arc-shaped outwardly protrudes, arc-shaped
Position offers the second connecting hole 12.1 of ellipse.
It is shown in Figure 7, the connection plate body 2.5.2 of the connector 2.5 on the deformable assembled filling wall of wallboard
Correspondence is inserted in built-in fitting 12, and connects the second connecting hole on the first connecting hole 2.5.3 and built-in fitting 12 on plate body 2.5.2
12.1 correspond to and pass through bolt-through connection.
Using the construction method of the filled wall system, step are as follows:
Step 1: the deformable assembled of the wallboard that is prefabricated in the factory fills wall.
A, steel skeleton is made: on the lateral surface on one side that the interval of one end 2.2 of transverse steel is welded on angle steel 2.1, so
The interval binding longitudinal reinforcement 2.3 on the medial surface of transverse steel 2.2 afterwards, then the heat preservation strip 2.4 of cold-prevention bridge is respectively adhered on
The friendship of angle steel 2.1 is stupefied and another side is along upper, on the lateral surface for the another side that the interval of connector 2.5 is finally welded on angle steel 2.1.
B, formwork pours the concrete of the outer impeller 3 of L-type concrete: it is embedding to keep the temperature tension member 1.1 before concrete initial set
Outside to L-type concrete in the concrete of impeller 3, make to keep the temperature tension member 1.1 manually after insertion heat preservation tension member 1.1 in concrete
It is rotated by 90 °, so that heat preservation tension member 1.1 and concrete generate good bond stress.
C, by maintenance after the concrete of impeller 3 outside L-type concrete solidifies completely and reaches some strength, it is laid with heat preservation
Layer 1, being laid with insulating layer is usually to carry out at second day, and the laying of insulating layer 1 is laid with since surrounding toward centre, and is adopted as far as possible
It is laid with bulk insulation board.
D, step b is repeated, formwork pours the concrete of impeller 2 in L-type concrete.
E, it is filled in seam or the gap boxed out with polyurethane foam, completes the deformable assembled filling of wallboard
Wall is prefabricated.
Step 2: snap the line pops up the position line of the deformable assembled filling wall of wallboard on frame structure inner ring.
Step 3: in lower section, the top surface of Vierendeel girder 9 is laid with the screed 6 being fixedly connected.
Step 4: it is filled out by the hoisting prefabricated deformable assembled of wallboard of the first connecting hole 2.5.3 on connector 2.5
It fills in wall to frame structure, and keeps connector 2.5 chimeric with the built-in fitting 12 on left frame trestle 10 and right frame trestle 11 steady
Gu and being bolted securely.
Step 5: plate stitch processing is set a roof beam in place 8 medial surface in the top surface of wallboard deformable assembled filling wall and upper box
Between, in the gap between left side and the inside of left frame trestle 10, between right side and the medial surface of right frame trestle 11
Clog flexible flame retardant packing material 7.
Step 6: jointing processing finally is done with building sealant in marginal position, completes the construction of filled wall system.
Claims (4)
1. a kind of deformable assembled of wallboard fills wall, it is characterised in that: including insulating layer (1), be connected in insulating layer (1)
The outer impeller (3) of impeller (2) in the L shape concrete of side, the L shape concrete being connected on the outside of insulating layer (1) is pasted onto L shape coagulation
Extruding rubber strip (4) in soil between the outer impeller (3) of impeller (2) and L shape concrete and it is applied to the outer impeller (3) of L shape concrete
The plastering decorative layer (5) of lateral surface；
Impeller (2) is formed using steel skeleton as skeleton by concreting in the L shape concrete, and the steel skeleton includes angle steel
(2.1), the transverse steel (2.2) on the lateral surface on one side that interval is welded on angle steel (2.1), interval binding are in transverse steel
(2.2) longitudinal reinforcement (2.3) on the inside of is pasted onto angle steel (2.1) and hands over stupefied and another side along upper heat preservation strip (2.4) and interval weldering
Connect the connector (2.5) on the lateral surface of angle steel (2.1) another side；
The structure of the outer impeller (3) of the L shape concrete is identical as the structure of impeller (2) in L shape concrete；
The connector (2.5) includes cylindrical connection main body (2.5.1) and is connected on the outside of connection main body (2.5.1) vertically
The center of arc-shaped connection plate body (2.5.2) on face, connection plate body (2.5.2) offers circular first connecting hole
(2.5.3)；
Arranged in matrix has heat preservation tension member (1.1) on the insulating layer (1)；
It is interior that the middle part of heat preservation tension member (1.1) is located at insulating layer (1), both ends be inserted into L shape concrete respectively impeller (2) and
In the outer impeller (3) of L shape concrete；
Depth in the both ends insertion L shape concrete of heat preservation tension member (1.1) in impeller (2) and the outer impeller (3) of L shape concrete
Half of the degree not less than impeller (2) in L shape concrete or outer impeller (3) thickness of L shape concrete.
2. the filled wall system of the deformable assembled filling wall of application wallboard described in claim 1, it is characterised in that: including
Frame structure, the wallboard being arranged in frame structure deformable assembled filling wall, be laid on frame structure inside bottom surface with
The deformable assembled of wallboard fills the screed (6) between wall and is packed in its excess-three side on the inside of frame structure can with wallboard
Flexible flame retardant packing material (7) between the assembled filling wall of deformation；
The frame structure be set a roof beam in place by upper box (8), lower section Vierendeel girder (9), left frame trestle (10) and right frame trestle
(11) rectangular closed frame made of enclosing；
Interval is embedded with built-in fitting (12) on the medial surface of the left frame trestle (10) and right frame trestle (11)；
The built-in fitting (12) is overall U-shaped, and two sides outer end face, which is arc-shaped, to be outwardly protruded, and arc-shaped position offers ellipse
The second connecting hole (12.1) of shape；
Connection plate body (2.5.2) correspondence of connector (2.5) on the deformable assembled filling wall of wallboard is inserted in pre-buried
In part (12), and connect the first connecting hole (2.5.3) on plate body (2.5.2) and the second connecting hole on built-in fitting (12)
(12.1) it corresponds to and passes through bolt-through and connect.
3. filled wall system according to claim 2, it is characterised in that: the deformable assembled filling wall of wallboard
Top surface and upper box set a roof beam in place (8) medial surface between, between left side and the inside of left frame trestle (10), right side and right side
There are the gaps for being not less than 20mm between the medial surface of frame column (11)；
The flexible flame retardant packing material (7) is filled in gap.
4. the construction method of the filled wall system as claimed in claim 3 of application, which is characterized in that step are as follows:
Step 1: the deformable assembled of the wallboard that is prefabricated in the factory fills wall；
A, steel skeleton is made: on the lateral surface on one side that one end (2.2) interval of transverse steel is welded on angle steel (2.1), so
Interval binding longitudinal reinforcement (2.3) on the medial surface of transverse steel (2.2) afterwards, then respectively by the heat preservation strip (2.4) of cold-prevention bridge
Be pasted onto angle steel (2.1) friendship is stupefied and another side is along upper, connector (2.5) interval is finally welded on the another of angle steel (2.1)
On the lateral surface on side；
B, formwork pours the concrete of the outer impeller (3) of L-type concrete: it is embedding to keep the temperature tension member (1.1) before concrete initial set
Outside to L-type concrete in the concrete of impeller (3), insertion heat preservation tension member (1.1) makes to keep the temperature drawknot afterwards manually in concrete
Part (1.1) is rotated by 90 °, so that heat preservation tension member (1.1) and concrete generate good bond stress；
C, by maintenance after the concrete of impeller (3) outside L-type concrete solidifies completely and reaches some strength, it is laid with insulating layer
(1), the laying of insulating layer (1) is laid with since surrounding toward centre, and is laid with using bulk insulation board；
D, step (b) is repeated, formwork pours the concrete of impeller (2) in L-type concrete；
E, it is filled in seam or the gap boxed out with polyurethane foam, it is pre- to complete the deformable assembled filling wall of wallboard
System；
Step 2: snap the line pops up the position line of the deformable assembled filling wall of wallboard on frame structure inner ring；
Step 3: in lower section, the top surface of Vierendeel girder (9) is laid with the screed (6) being fixedly connected；
Step 4: it is filled out by the hoisting prefabricated deformable assembled of wallboard of the first connecting hole (2.5.3) on connector (2.5)
It fills in wall to frame structure, and makes the built-in fitting on connector (2.5) and left frame trestle (10) and right frame trestle (11)
(12) it is fitted into and consolidates, and be bolted securely；
Step 5: plate stitch processing, the top surface of wallboard deformable assembled filling wall and upper box set a roof beam in place (8) medial surface it
Between, the gap between left side and the inside of left frame trestle (10), between right side and the medial surface of right frame trestle (11)
Interior filling flexible flame retardant packing material (7)；
Step 6: jointing processing finally is done with building sealant in marginal position, completes the construction of filled wall system.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910213185.7A CN109811937A (en) | 2019-03-20 | 2019-03-20 | A kind of deformable assembled filling wall of wallboard, filled wall system and construction method |
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| CN201910213185.7A CN109811937A (en) | 2019-03-20 | 2019-03-20 | A kind of deformable assembled filling wall of wallboard, filled wall system and construction method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112454654A (en) * | 2020-11-30 | 2021-03-09 | 东南大学扬州研究院 | Preparation method of novel heat-insulation building material |
| CN115182481A (en) * | 2022-08-10 | 2022-10-14 | 河北工业大学 | Steel connector heat-insulation plate structure and construction method |
| CN115233870A (en) * | 2022-07-28 | 2022-10-25 | 四川省远熙建设有限公司 | Assembled building construction structure and building method |
| CN115341690A (en) * | 2022-09-22 | 2022-11-15 | 中建八局第一建设有限公司 | Decoration-free large-span ultrahigh finished explosion-proof wall and construction process thereof |
| CN116005879A (en) * | 2023-03-24 | 2023-04-25 | 保定市建筑设计院有限公司 | Assembled building board |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821264A (en) * | 2014-03-10 | 2014-05-28 | 初明进 | Precast concrete wall body |
| KR20140104221A (en) * | 2013-02-20 | 2014-08-28 | 홍종국 | The insulating precast concrete wall structure and the making method thereof |
| KR20140136111A (en) * | 2013-05-20 | 2014-11-28 | 홍종국 | The precast concrete wall structure for a building |
| 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 |
| CN108277887A (en) * | 2018-03-19 | 2018-07-13 | 北京工业大学 | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node |
| CN208039535U (en) * | 2018-04-10 | 2018-11-02 | 哈尔滨工业大学 | A kind of prefabricated assembled Fill model of separate type |
| CN209924198U (en) * | 2019-03-20 | 2020-01-10 | 河北建筑工程学院 | Deformable assembled infilled wall of wallboard and infilled wall system |
-
2019
- 2019-03-20 CN CN201910213185.7A patent/CN109811937A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20140104221A (en) * | 2013-02-20 | 2014-08-28 | 홍종국 | The insulating precast concrete wall structure and the making method thereof |
| KR20140136111A (en) * | 2013-05-20 | 2014-11-28 | 홍종국 | The precast concrete wall structure for a building |
| CN103821264A (en) * | 2014-03-10 | 2014-05-28 | 初明进 | Precast concrete wall body |
| 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 |
| CN108277887A (en) * | 2018-03-19 | 2018-07-13 | 北京工业大学 | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node |
| CN208039535U (en) * | 2018-04-10 | 2018-11-02 | 哈尔滨工业大学 | A kind of prefabricated assembled Fill model of separate type |
| CN209924198U (en) * | 2019-03-20 | 2020-01-10 | 河北建筑工程学院 | Deformable assembled infilled wall of wallboard and infilled wall system |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112454654A (en) * | 2020-11-30 | 2021-03-09 | 东南大学扬州研究院 | Preparation method of novel heat-insulation building material |
| CN115233870A (en) * | 2022-07-28 | 2022-10-25 | 四川省远熙建设有限公司 | Assembled building construction structure and building method |
| CN115182481A (en) * | 2022-08-10 | 2022-10-14 | 河北工业大学 | Steel connector heat-insulation plate structure and construction method |
| CN115182481B (en) * | 2022-08-10 | 2024-01-30 | 河北工业大学 | Steel connector insulation board structure and construction method |
| CN115341690A (en) * | 2022-09-22 | 2022-11-15 | 中建八局第一建设有限公司 | Decoration-free large-span ultrahigh finished explosion-proof wall and construction process thereof |
| CN115341690B (en) * | 2022-09-22 | 2023-09-29 | 中建八局第一建设有限公司 | Decoration-free large-span ultra-high finished product explosion-proof wall and construction process thereof |
| CN116005879A (en) * | 2023-03-24 | 2023-04-25 | 保定市建筑设计院有限公司 | Assembled building board |
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