CN208650387U - A kind of Prefabricated heat-insulation wall plate - Google Patents
A kind of Prefabricated heat-insulation wall plate Download PDFInfo
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- CN208650387U CN208650387U CN201820615693.9U CN201820615693U CN208650387U CN 208650387 U CN208650387 U CN 208650387U CN 201820615693 U CN201820615693 U CN 201820615693U CN 208650387 U CN208650387 U CN 208650387U
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- concrete slab
- muscle
- concrete
- reinforced mesh
- incubation cavity
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- 230000003014 reinforcing Effects 0.000 claims description 39
- 238000005266 casting Methods 0.000 claims description 9
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Abstract
The utility model provides a kind of Prefabricated heat-insulation wall plate, the wallboard includes concrete slab, the bar frame for confined concrete plate is equipped in the concrete slab, the bar frame includes multiple reinforced mesh and multiple groups lacing wire, and multiple reinforced mesh are arranged in parallel at equal intervals along the concrete slab thickness direction；The two neighboring reinforced mesh is fixed by the lacing wire drawknot, and the turning point of bending and lacing wire bending is successively fallen on the two neighboring reinforced mesh in a zigzag for the lacing wire；Also with the longitudinally disposed incubation cavity of multiple groups in the concrete slab, incubation cavity described in two adjacent groups is interspersed, and the incubation cavity is respectively positioned in the multiple regions being enclosed by the lacing wire and the reinforced mesh；Thermal insulation material is filled in the incubation cavity.The incubation cavity of the utility model wallboard is staggered, effectively blocking cold-heat bridge, and meets thickness of wall body under thermal requirements and decrease, and improves the effective usable floor area of building.
Description
Technical field
The utility model relates to building masonry wall technical field, in particular to a kind of Prefabricated heat-insulation wall plate.
Background technique
The mass energy of building trade consumption brings very heavy burden to the development of social economy, and with
The growth of architectural energy consumption, the problems of energy consumption of traditional architecture in use are also got worse.Building energy conservation is all kinds of sections
The maximum mode of the most direct, maximally efficient and potentiality in energy approach is to alleviate that most effectively arranging for total consumption source anxiety can be built
It applies.Wherein, account for about 50% or more of energy by energy consumption caused by exterior wall in the energy consumption of building, thus wall thermal insulating is building energy conservation
The key of technology.
Architectural construction measure is the major focus studied in terms of wall thermal insulating both at home and abroad at present, and two branch into greatly list
One energy-saving wall and composite energy-saving wall.Single energy-saving wall, such as aerated concrete wall, hollow brick, hollow concrete block wall, than
The calculation of thermal conductivity of solid clay brick wall is substantially reduced.Composite energy-saving wall using thermal coefficient it is smaller or insulation
Construction material is grouped together into exterior wall, to reduce the heat exchange of wall and external environment, thus reach insulation with
Energy-efficient effect.Thermal coefficient it is smaller or insulation construction material mainly include polystyrene foam plastics (abbreviation polyphenyl
Plate), expanded perlite, mineral wool, rock wool, mineral wool, foam polyurethane etc..It is multiple to be divided into inside holding again according to the position of heat-barrier material
Close wall, external heat insulating composite wall and sandwich heat preservation combined wall.
The method of outer wall pasting insulating layer or plug-in insulating layer in the outside wall heat preservation generallyd use at present is easy to make
Wall generates leakage, cracking, hollowing, hidden danger, the outer insulated wall plate such as fall off deform excessive, combined wall board under wind action
Phenomena such as off-seam, long-term stability maintenance are bad and cast-in-place construction seam seeps water, falling object from high altitude, energy-saving effect is easily caused to decline,
The problems such as rodent damage, infiltration, fire.And external heat insulating wall is easy to usually using using a large amount of flammable styrofoam
Fire occurs and generates a large amount of harmful smokes, can also above and below external heat insulating wall connection due to cause " chimney effect " and induce large area
Fire.Thus, the service life is relatively short, thus will cause later period increase investment maintenance cost again and generates a large amount of building rubbish
The problem of rubbish.
Sharpest edges of the sandwich heat preservation relative to inside holding and external thermal insulation are as follows: building can be made in entire design life
In be not required to insulating layer carry out maintenance, repair, can directly carry out all kinds of decorative engineerings of wall face.Therefore, sandwich heat preservation is compound
Wall is the first choice of wall energy-saving structure measure in architectural engineering.
In addition, wall is the basic component of various new structural systens, in the structural system of wall load-bearing, wall by
Power performance is also particularly important.The poor seismic behavior of part prefabricated concrete structure system, the cast-in-place building in part and assembled knot
Structure globality is not strong, therefore being unsuitable for earthquake territory has the building compared with high anti-seismic class requirement.
Utility model content
The technical problems to be solved in the utility model be building external wall with external thermal insulation fall off, in building service life to heat preservation
Layer is safeguarded and repaired and the problem of the stress performance of wall difference.
In order to solve the above technical problems, the utility model discloses a kind of Prefabricated heat-insulation wall plate, including concrete slab, it is described
The bar frame for confined concrete plate is equipped in concrete slab,
The bar frame includes multiple reinforced mesh and multiple groups lacing wire, and multiple reinforced mesh are along the concrete slab
Thickness direction is arranged in parallel at equal intervals；The two neighboring reinforced mesh is fixed by the lacing wire drawknot, the word of the lacing wire
The turning point of shape bending and lacing wire bending is successively fallen on the two neighboring reinforced mesh；
Also with the longitudinally disposed incubation cavity of multiple groups in the concrete slab, incubation cavity described in two adjacent groups is interspersed,
The incubation cavity is respectively positioned in the multiple regions being enclosed by the lacing wire and the reinforced mesh；Filling in the incubation cavity
There is thermal insulation material, the thermal insulation material carries out foaming system by the filling-foam material in the incubation cavity and to foamed material
?.
Further, two rows or more are distributed with along the concrete slab width direction in the incubation cavity and every row has two
Above.
Preferably, the cross sectional shape of the incubation cavity is rectangle, square, circle or polygon.
Further, the reinforced mesh by more lateral arrangement muscle, more lateral connection muscle, more be longitudinally arranged muscle and
More longitudinally connected muscle are arranged welding fabrication at equal intervals, and lateral arrangement muscle and lateral connection muscle be longitudinally arranged muscle and longitudinal connect
It connects muscle and is mutually right angle.
Further, described longitudinally connected muscle one end is equipped with grout sleeve, and the other end leans out the concrete slab formation and takes
Connector.Described one end for being longitudinally arranged muscle is also outer to stretch out the concrete slab formation lap joint.
Further, lateral connection muscle both ends are equipped with jointing, multiple insulated walls for being laterally set side by side
Plate connection.
Further, the jointing is that extrusion socket joint connector, taper thread jointing or straight screw connection connect
One of head.For example, the jointing is straight thread joint, first the both ends of lateral connection reinforcing bar are set by jumping-up
Standby jumping-up, reprocesses out screw thread.
The diameter of the longitudinally connected muscle and lateral connection muscle is preferentially set as big section reinforcing bar.
Further, the concrete slab has opposite top and bottom, and the top of the concrete slab passes through described
Adiabator layer and concrete slab are inside contracted to be formed with the transverse concave groove of connecting structure.
Further, two side of concrete slab is formed with the longitudinal groove of multiple connecting structure, and institute to equal sunken inside
The edge of concrete slab two sides is stated integrally formed with multiple fins, wallboard split junction is avoided vertical straight joint occur.
Further, the additional hooping of booster action, the additional hooping have been equipped inside the edge of the fin
It is fixedly connected with the reinforced mesh, the shape of the additional hooping is U-shaped.
Further, the top of the concrete slab is also preset with multiple additional bars and multiple connection sleeves, for adding
The corresponding protrusion in the transverse concave groove side is formed by force, and an additional bar passes through described in a connection sleeve and one
Reinforced mesh is fixedly connected.
Preferably, the shape of the additional bar is Z-type.
Further, multiple groups lifting sleeve, the lifting sleeve and the reinforced mesh are preset in the concrete slab
It is fixedly connected, as the connection suspension centre and field erected supporting point of wallboard lifting, lifting sleeve includes first set described in every group
Cylinder, second sleeve, the first belt lacing reinforcing bar and the second belt lacing reinforcing bar, one end of the first belt lacing reinforcing bar and described first
Sleeve is fixedly connected, and the other end is fixedly connected with the reinforced mesh；One end of the second belt lacing reinforcing bar and described second
Sleeve is fixedly connected, and the other end is fixedly connected with the reinforced mesh.
Preferably, the shape of the first belt lacing reinforcing bar and the second belt lacing reinforcing bar is L-type.
Preferably, the length of the first belt lacing reinforcing bar being located within the first sleeve respectively accounts for the first set tube length
The length of the 1/2 of degree, the second belt lacing reinforcing bar being located in the second sleeve respectively accounts for the 1/ of the second sleeve length
2。
Preferably, the incubation cavity can also be used as hydroelectric line hole, the middle part of the inner surface side of the concrete slab
Hole and/or air-conditioning pedestal and/or banquet can also be offered.
Further, multiple concrete slabs being set side by side, the side of the fin of the concrete slab respectively with phase
The side of adjacent concrete slab fin offsets, each lateral connection muscle that concrete slab side is leant out respectively with adjacent concrete slab
The lateral connection muscle that side is leant out is mechanically connected by jointing, what the splicing position of adjacent concrete plate was docked in phase split
It is poured concrete in longitudinal groove, each adjacent concrete slab is poured into an integrated entity with concrete, and will overlap joint reinforcing bar casting
Wherein.
Further, multiple concrete slabs up and down being vertically oppositely arranged, the top difference of the concrete slab
It offsets with the concrete slab bottom end being positioned above, the lap joint of dowel longitudinally in each of the concrete slab is respectively and above it
The grout sleeve on concrete slab top be fixedly connected, the splicing position of the concrete slab and the concrete slab above it is in phase
It is poured concrete in the transverse concave groove of split docking, with concrete by multiple concrete slabs up and down being vertically oppositely arranged
It pours into an integrated entity, and reinforcing bar will be overlapped and be longitudinally arranged the lap joint casting of muscle wherein.
Preferably, the panel width is 600mm-1300mm, is highly 1200mm-2900mm, with a thickness of 200mm-
250mm。
Preferably, the thermal insulation material is polystyrene or polyurethane.
A kind of assembling thermal-insulating wall board production method, comprising the following steps:
S1. reinforced mesh is made, and is bar frame with lacing wire drawknot；
S2. bar frame is put in mould car, plays concrete casting, maintenance molding；
S3. after demoulding, pass through the concurrent brewed thermal insulation material of filling-foam material in incubation cavity.
By adopting the above technical scheme, described in the utility model to have the following beneficial effects:
1) the utility model wallboard heat insulating effect is excellent, and incubation cavity is staggered, effectively blocking cold-heat bridge, and meets
Thickness of wall body decreases under thermal requirements, improves the effective usable floor area of building；
2) globality that can be improved wallboard in the utility model wallboard equipped with bar frame, makes the structural strength of wallboard more
High, more rigid, anti-seismic performance is good, can be applied to multilayer and skyscraper field；
3) the utility model wallboard is not required to carry out maintenance, repair to insulating layer in the entire design life of building,
All kinds of decorative engineerings of wall face can directly be carried out；
4) the utility model wallboard can according to actual needs, by adjusting the thickness of concrete panel and the ruler of incubation cavity
Very little, distribution and the type of packing material etc. adapt to different thermal requirements, to improve the assembling thermal-insulating wall board scope of application.
Detailed description of the invention
It, below will be to required in embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing to be used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some realities of the utility model
Example is applied, it for those of ordinary skill in the art, without creative efforts, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the interior elevation perspective of the utility model wallboard；
Fig. 2 is cross-sectional view of the Fig. 1 along the direction A-A；
Fig. 3 is the top view of the utility model wallboard；
Fig. 4 is perspective view of the Fig. 1 along the direction B-B.
It remarks additionally below to attached drawing:
1- concrete slab；2- bar frame；21- reinforced mesh；22- lacing wire；3- incubation cavity；4- thermal insulation material；211- is horizontal
To arrangement muscle；212- lateral connection muscle；213- is longitudinally arranged muscle；The longitudinally connected muscle of 214-；5- grout sleeve；11- transverse concave groove；
12- longitudinal groove；13- fin；215- additional hooping；216- additional bar；6- connection sleeve；7- lifts sleeve；71- first set
Cylinder；72- second sleeve；73- the first belt lacing reinforcing bar；74- the second belt lacing reinforcing bar.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe.Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are in the premise for not making creative work
Under every other embodiment obtained, fall within the protection scope of the utility model.
" one embodiment " or " embodiment " referred to herein, which refers to, may be included at least one realization side of the utility model
A particular feature, structure, or characteristic in formula.In the description of the present invention, it should be understood that term " on ", "lower",
"top", "bottom", etc. instructions orientation or positional relationship be based on the orientation or positional relationship shown in the drawings, be merely for convenience of retouching
State the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore should not be understood as limiting the present invention.In addition, term " first ", " second "
It is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance or implicitly indicates indicated technical characteristic
Quantity." first " is defined as a result, the feature of " second " can be expressed or that imply includes one or more spy
Sign.Moreover, term " first ", " second " etc. are to be used to distinguish similar objects, without specific sequentially or first for describing
Order afterwards.It should be understood that the data used in this way are interchangeable under appropriate circumstances, so as to the utility model described herein
Embodiment can be performed in other sequences than those illustrated or described herein.
Embodiment 1:
In conjunction with Fig. 1 to Fig. 4, a kind of Prefabricated heat-insulation wall plate, including concrete slab 1, interior be equipped with of concrete slab 1 are used for
The bar frame 2 of confined concrete plate 1,
The bar frame 2 includes three reinforced mesh 21 and multiple groups lacing wire 22, and three reinforced mesh 21 are along described
1 thickness direction of concrete slab is arranged in parallel at equal intervals；The two neighboring reinforced mesh 21 is solid by 22 drawknot of lacing wire
Fixed, the turning point that the lacing wire 22 is bent in a zigzag and the lacing wire 22 is bent successively falls in the two neighboring reinforced mesh 21
On；
Also there are two groups of longitudinally disposed incubation cavities 3, incubation cavity 3 described in two adjacent groups staggeredly divides in the concrete slab 1
Cloth, the incubation cavity 3 are respectively positioned in the multiple regions being enclosed by the lacing wire 22 with the reinforced mesh 21；The heat preservation
Thermal insulation material 4 is filled in chamber 3, the thermal insulation material 4 is by the filling-foam material in the incubation cavity 3 and to foamed
Material carries out foaming and is made.
As shown in Figure 3 and Figure 4, the incubation cavity 3 is distributed with two rows of and every row along 1 width direction of concrete slab and has
Two or more.
Such as Fig. 3 and shown, the cross sectional shape of the incubation cavity 3 is rectangle.
As shown in Figure 1, the reinforced mesh 21 is indulged by more lateral arrangement muscle 211, more lateral connection muscle 212, more
It arranges at equal intervals welding fabrication, and lateral arrangement muscle 211 and lateral connection muscle to arrangement muscle 213 and the longitudinally connected muscle 214 of Duo Gen
212 be longitudinally arranged muscle 213 and longitudinally connected muscle 214 is mutually right angle.
As depicted in figs. 1 and 2, described 214 one end of longitudinally connected muscle is equipped with grout sleeve 5, and the other end leans out the coagulation
Native plate 1 forms lap joint.Described one end for being longitudinally arranged muscle 213 is also outer to stretch out the formation of concrete slab 1 lap joint.
212 both ends of lateral connection muscle are equipped with jointing, multiple heat-insulation wall plates connection for being laterally set side by side.
The jointing is straight thread joint, and the both ends of lateral connection reinforcing bar are first passed through jumping-up equipment jumping-up,
Reprocess out screw thread.
The diameter of the longitudinally connected muscle 214 and lateral connection muscle 212 is preferentially set as big section reinforcing bar.
As shown in Fig. 2, the concrete slab 1 has opposite top and bottom, the top of the concrete slab 1 passes through
4 layers of the thermal insulation material and concrete slab 1 are inside contracted to be formed with the transverse concave groove 11 of connecting structure.
As shown in Figure 3 and Figure 4,1 liang of side of the concrete slab is recessed to the longitudinal direction that equal sunken inside is formed with multiple connecting structure
Slot 12, and the edge of 1 two sides of the concrete slab avoids wallboard split junction from occurring integrally formed with multiple fins 13
Vertical straight joint.
As shown in Figure 1, the additional hooping 215 of booster action has been equipped inside the edge of the fin 13, it is described attached
Stirrup 215 is added to be fixedly connected with the reinforced mesh 21, the shape of the additional hooping 215 is U-shaped.
As shown in Fig. 2, the top of the concrete slab 1 is also preset with multiple additional bars 216 and multiple connection sleeves 6,
For reinforcing forming the corresponding protrusion in 11 side of transverse concave groove, an additional bar 216 passes through a connector sleeve
Cylinder 6 is fixedly connected with a reinforced mesh 21.
As shown in Fig. 2, the shape of the additional bar 216 is Z-type.
As depicted in figs. 1 and 2, be preset in the concrete slab 1 multiple groups lifting sleeve 7, the lifting sleeve 7 with it is described
Reinforced mesh 21 is fixedly connected, and as the connection suspension centre and field erected supporting point of wallboard lifting, sleeve 7 is lifted described in every group
Including first sleeve 71, second sleeve 72, the first belt lacing reinforcing bar 73 and the second belt lacing reinforcing bar 74, the first belt lacing steel
One end of muscle 73 is fixedly connected with the first sleeve 71, and the other end is fixedly connected with the reinforced mesh 21；Second band
One end of connector reinforcing bar 74 is fixedly connected with the second sleeve 72, and the other end is fixedly connected with the reinforced mesh 21.
As shown in Fig. 2, the shape of the first belt lacing reinforcing bar 73 and the second belt lacing reinforcing bar 74 is L-type.
As shown in Fig. 2, the length of the first belt lacing reinforcing bar 73 being located in the first sleeve 71 respectively accounts for described the
The length of the 1/2 of one sleeve, 71 length, the second belt lacing reinforcing bar 74 being located in the second sleeve 72 respectively accounts for described the
The 1/2 of two sleeves, 72 length.
The incubation cavity 3 can also be used as hydroelectric line hole, and the middle part of the inner surface side of the concrete slab 1 can also
Offer hole and/or air-conditioning pedestal and/or banquet.
Multiple concrete slabs 1 being set side by side, the side of the fin 13 of the concrete slab 1 respectively with adjacent coagulation
The side of native 1 fin 13 of plate offsets, each lateral connection muscle 212 that 1 side of concrete slab is leant out respectively with adjacent concrete
The lateral connection muscle 212 that 1 side of plate is leant out is mechanically connected by jointing, and the splicing position of adjacent concrete plate 1 is mutually being spelled
It closes and is poured concrete in the longitudinal groove 12 of docking, each adjacent concrete slab 1 is poured into an integrated entity with concrete, and will take
Connect reinforcing bar casting wherein.
Multiple concrete slab 1 up and down being vertically oppositely arranged, the top of the concrete slab 1 is respectively and positioned at it
1 bottom end of concrete slab of top offsets, and 214 lap joint of dowel longitudinally in each of the concrete slab 1 is respectively and above it
The grout sleeve 5 on 1 top of concrete slab is fixedly connected, and the splicing position of the concrete slab 1 and the concrete slab 1 above it exists
Be poured concrete in the transverse concave groove 11 of phase split docking, with concrete by it is multiple be vertically oppositely arranged it is upper and lower mixed
Concrete board 1 pours into an integrated entity, and will overlap reinforcing bar and be longitudinally arranged the lap joint casting of muscle 213 wherein.
The panel width is 600mm, is highly 1200mm, with a thickness of 200mm.
The thermal insulation material 4 is polystyrene.
Embodiment 2:
In conjunction with Fig. 1 to Fig. 4, a kind of Prefabricated heat-insulation wall plate, including concrete slab 1, interior be equipped with of concrete slab 1 are used for
The bar frame 2 of confined concrete plate 1,
The bar frame 2 includes three reinforced mesh 21 and multiple groups lacing wire 22, and three reinforced mesh 21 are along described
1 thickness direction of concrete slab is arranged in parallel at equal intervals；The two neighboring reinforced mesh 21 is solid by 22 drawknot of lacing wire
Fixed, the turning point that the lacing wire 22 is bent in a zigzag and the lacing wire 22 is bent successively falls in the two neighboring reinforced mesh 21
On；
Also there are two groups of longitudinally disposed incubation cavities 3, incubation cavity 3 described in two adjacent groups staggeredly divides in the concrete slab 1
Cloth, the incubation cavity 3 are respectively positioned in the multiple regions being enclosed by the lacing wire 22 with the reinforced mesh 21；The heat preservation
Thermal insulation material 4 is filled in chamber 3, the thermal insulation material 4 is by the filling-foam material in the incubation cavity 3 and to foamed
Material carries out foaming and is made.
As shown in Figure 3 and Figure 4, the incubation cavity 3 is distributed with two rows of and every row along 1 width direction of concrete slab and has
Two or more.
Such as Fig. 3 and shown, the cross sectional shape of the incubation cavity 3 is circle.
As shown in Figure 1, the reinforced mesh 21 is indulged by more lateral arrangement muscle 211, more lateral connection muscle 212, more
It arranges at equal intervals welding fabrication, and lateral arrangement muscle 211 and lateral connection muscle to arrangement muscle 213 and the longitudinally connected muscle 214 of Duo Gen
212 be longitudinally arranged muscle 213 and longitudinally connected muscle 214 is mutually right angle.
As depicted in figs. 1 and 2, described 214 one end of longitudinally connected muscle is equipped with grout sleeve 5, and the other end leans out the coagulation
Native plate 1 forms lap joint.Described one end for being longitudinally arranged muscle 213 is also outer to stretch out the formation of concrete slab 1 lap joint.
212 both ends of lateral connection muscle are equipped with jointing, multiple heat-insulation wall plates connection for being laterally set side by side.
The jointing is straight thread joint, and the both ends of lateral connection reinforcing bar are first passed through jumping-up equipment jumping-up,
Reprocess out screw thread.
The diameter of the longitudinally connected muscle 214 and lateral connection muscle 212 is preferentially set as big section reinforcing bar.
As shown in Fig. 2, the concrete slab 1 has opposite top and bottom, the top of the concrete slab 1 passes through
4 layers of the thermal insulation material and concrete slab 1 are inside contracted to be formed with the transverse concave groove 11 of connecting structure.
As shown in Figure 3 and Figure 4,1 liang of side of the concrete slab is recessed to the longitudinal direction that equal sunken inside is formed with multiple connecting structure
Slot 12, and the edge of 1 two sides of the concrete slab avoids wallboard split junction from occurring integrally formed with multiple fins 13
Vertical straight joint.
As shown in Figure 1, the additional hooping 215 of booster action has been equipped inside the edge of the fin 13, it is described attached
Stirrup 215 is added to be fixedly connected with the reinforced mesh 21, the shape of the additional hooping 215 is U-shaped.
As shown in Fig. 2, the top of the concrete slab 1 is also preset with multiple additional bars 216 and multiple connection sleeves 6,
For reinforcing forming the corresponding protrusion in 11 side of transverse concave groove, an additional bar 216 passes through a connector sleeve
Cylinder 6 is fixedly connected with a reinforced mesh 21.
As shown in Fig. 2, the shape of the additional bar 216 is Z-type.
As depicted in figs. 1 and 2, be preset in the concrete slab 1 multiple groups lifting sleeve 7, the lifting sleeve 7 with it is described
Reinforced mesh 21 is fixedly connected, and as the connection suspension centre and field erected supporting point of wallboard lifting, sleeve 7 is lifted described in every group
Including first sleeve 71, second sleeve 72, the first belt lacing reinforcing bar 73 and the second belt lacing reinforcing bar 74, the first belt lacing steel
One end of muscle 73 is fixedly connected with the first sleeve 71, and the other end is fixedly connected with the reinforced mesh 21；Second band
One end of connector reinforcing bar 74 is fixedly connected with the second sleeve 72, and the other end is fixedly connected with the reinforced mesh 21.
As shown in Fig. 2, the shape of the first belt lacing reinforcing bar 73 and the second belt lacing reinforcing bar 74 is L-type.
As shown in Fig. 2, the length of the first belt lacing reinforcing bar 73 being located in the first sleeve 71 respectively accounts for described the
The length of the 1/2 of one sleeve, 71 length, the second belt lacing reinforcing bar 74 being located in the second sleeve 72 respectively accounts for described the
The 1/2 of two sleeves, 72 length.
The incubation cavity 3 can also be used as hydroelectric line hole, and the middle part of the inner surface side of the concrete slab 1 can also
Offer hole and/or air-conditioning pedestal and/or banquet.
Multiple concrete slabs 1 being set side by side, the side of the fin 13 of the concrete slab 1 respectively with adjacent coagulation
The side of native 1 fin 13 of plate offsets, each lateral connection muscle 212 that 1 side of concrete slab is leant out respectively with adjacent concrete
The lateral connection muscle 212 that 1 side of plate is leant out is mechanically connected by jointing, and the splicing position of adjacent concrete plate 1 is mutually being spelled
It closes and is poured concrete in the longitudinal groove 12 of docking, each adjacent concrete slab 1 is poured into an integrated entity with concrete, and will take
Connect reinforcing bar casting wherein.
Multiple concrete slab 1 up and down being vertically oppositely arranged, the top of the concrete slab 1 is respectively and positioned at it
1 bottom end of concrete slab of top offsets, and 214 lap joint of dowel longitudinally in each of the concrete slab 1 is respectively and above it
The grout sleeve 5 on 1 top of concrete slab is fixedly connected, and the splicing position of the concrete slab 1 and the concrete slab 1 above it exists
Be poured concrete in the transverse concave groove 11 of phase split docking, with concrete by it is multiple be vertically oppositely arranged it is upper and lower mixed
Concrete board 1 pours into an integrated entity, and will overlap reinforcing bar and be longitudinally arranged the lap joint casting of muscle 213 wherein.
The panel width is 1300mm, is highly 2900mm, with a thickness of 250mm.
The thermal insulation material 4 is polyurethane.
A kind of assembling thermal-insulating wall board production method, comprising the following steps:
S1. reinforced mesh is made, and is bar frame with lacing wire drawknot；
S2. bar frame is put in mould car, plays concrete casting, maintenance molding；
S3. after demoulding, pass through the concurrent brewed thermal insulation material of filling-foam material in incubation cavity.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (10)
1. a kind of Prefabricated heat-insulation wall plate, including concrete slab (1), interior be equipped with of the concrete slab (1) is used for confined concrete plate
(1) bar frame (2), which is characterized in that
The bar frame (2) includes multiple reinforced mesh (21) and multiple groups lacing wire (22), multiple reinforced mesh (21) edges
Concrete slab (1) thickness direction is arranged in parallel at equal intervals；The two neighboring reinforced mesh (21) passes through the lacing wire
(22) drawknot is fixed, and the lacing wire (22) turning point that bending and the lacing wire (22) are bent in a zigzag successively falls in two neighboring
On the reinforced mesh (21)；
Incubation cavity (3) also longitudinally disposed with multiple groups in the concrete slab (1), incubation cavity (3) described in two adjacent groups is staggeredly
Distribution, the incubation cavity (3) are respectively positioned in the multiple regions being enclosed by the lacing wire (22) and the reinforced mesh (21)；
Thermal insulation material (4) are filled in the incubation cavity (3), the thermal insulation material (4) passes through in the incubation cavity (3) interior filling-foam
Material simultaneously foam to foamed material obtained.
2. a kind of Prefabricated heat-insulation wall plate according to claim 1, it is characterised in that: the reinforced mesh (21) is by more cross
Muscle (213) and more longitudinally connected muscle (214) etc. are longitudinally arranged to arrangement muscle (211), more lateral connection muscle (212), more
Be intervally arranged welding fabrication, and lateral arrangement muscle (211) and lateral connection muscle (212) be longitudinally arranged muscle (213) and longitudinal connect
It connects muscle (214) and is mutually right angle.
3. a kind of Prefabricated heat-insulation wall plate according to claim 2, it is characterised in that: described longitudinally connected muscle (214) one end
Equipped with grout sleeve (5), the other end leans out the concrete slab (1) and forms lap joint；Described one end for being longitudinally arranged muscle (213)
Also outer to stretch out concrete slab (1) the formation lap joint.
4. a kind of Prefabricated heat-insulation wall plate according to claim 2, it is characterised in that: lateral connection muscle (212) both ends
Multiple heat-insulation wall plates connection equipped with jointing, for being laterally set side by side.
5. a kind of Prefabricated heat-insulation wall plate according to claim 3, it is characterised in that: the concrete slab (1) has opposite
Top and bottom, the top of the concrete slab (1) is inside contracted by the thermal insulation material (4) layer and concrete slab (1) with shape
At the transverse concave groove (11) for having connecting structure.
6. a kind of Prefabricated heat-insulation wall plate according to claim 5, it is characterised in that: (1) two side of concrete slab is to equal
Sunken inside is formed with the longitudinal groove (12) of multiple connecting structure, and the edge of the concrete slab (1) two sides is integrally formed
There are multiple fins (13).
7. a kind of Prefabricated heat-insulation wall plate according to claim 6, it is characterised in that: inside the edge of the fin (13)
It has been equipped with the additional hooping (215) of booster action, the additional hooping (215) is fixedly connected with the reinforced mesh (21),
The shape of the additional hooping (215) is U-shaped.
8. a kind of Prefabricated heat-insulation wall plate according to claim 7, it is characterised in that: the top of the concrete slab (1) is also
Multiple additional bars (216) and multiple connection sleeves (6) are preset with, it is corresponding to form the transverse concave groove (11) side for reinforcement
Protrusion, an additional bar (216) pass through a connection sleeve (6) and the fixed company of a reinforced mesh (21)
It connects.
9. a kind of Prefabricated heat-insulation wall plate according to claim 8, it is characterised in that: including it is multiple be set side by side it is described mixed
Concrete board (1), the side of the fin (13) of the concrete slab (1) side with adjacent concrete plate (1) fin (13) respectively
It offsets, each lateral connection muscle (212) that concrete slab (1) side is leant out leans out with adjacent concrete slab (1) side respectively
Lateral connection muscle (212) by jointing be mechanically connected, what the splicing position of adjacent concrete plate (1) was docked in phase split
It is poured concrete in longitudinal groove (12), each adjacent concrete slab (1) is poured into an integrated entity with concrete, and steel will be overlapped
Muscle is poured wherein.
10. a kind of Prefabricated heat-insulation wall plate according to claim 9, it is characterised in that: multiple to be vertically oppositely arranged
Concrete slab up and down (1), the top of the concrete slab (1) offsets with concrete slab (1) bottom end being positioned above respectively,
Dowel longitudinally in each (214) lap joint of the concrete slab (1) grouting with concrete slab (1) top above it respectively
Sleeve (5) is fixedly connected, and the concrete slab (1) is docked with the splicing position of the concrete slab (1) above it in phase split
It is poured concrete in transverse concave groove (11), is poured multiple concrete slabs up and down (1) being vertically oppositely arranged with concrete
One is formed, and reinforcing bar will be overlapped and be longitudinally arranged the lap joint casting of muscle (213) wherein.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820615693.9U CN208650387U (en) | 2018-04-27 | 2018-04-27 | A kind of Prefabricated heat-insulation wall plate |
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| CN201820615693.9U CN208650387U (en) | 2018-04-27 | 2018-04-27 | A kind of Prefabricated heat-insulation wall plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114061378A (en) * | 2021-11-03 | 2022-02-18 | 天津爱思达航天科技有限公司 | Cabin section split reinforcing structure |
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2018
- 2018-04-27 CN CN201820615693.9U patent/CN208650387U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114061378A (en) * | 2021-11-03 | 2022-02-18 | 天津爱思达航天科技有限公司 | Cabin section split reinforcing structure |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Prefabricated thermal insulation wallboard Effective date of registration: 20211223 Granted publication date: 20190326 Pledgee: Haimen sub branch of Bank of Nanjing Co.,Ltd. Pledgor: NANTONG LIANLONG ASSEMBLY CONSTRUCTION TECHNOLOGY Co.,Ltd. Registration number: Y2021320010595 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |