CN217079365U - Truss type fiber rib heat-insulation integrated composite wallboard - Google Patents
Truss type fiber rib heat-insulation integrated composite wallboard Download PDFInfo
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- CN217079365U CN217079365U CN202220816124.7U CN202220816124U CN217079365U CN 217079365 U CN217079365 U CN 217079365U CN 202220816124 U CN202220816124 U CN 202220816124U CN 217079365 U CN217079365 U CN 217079365U
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Abstract
The utility model relates to an integrative composite wall panel of truss type fibre muscle heat preservation belongs to the heat preservation building materials field, including inboard concrete structure layer and outside concrete structure layer, leave the distance between inboard concrete structure layer and the outside concrete structure layer and form and fill the chamber, be provided with corrugated fibre reinforcement drawknot piece between inboard concrete structure layer and the outside concrete structure layer, fibre reinforcement drawknot piece is pre-buried to inboard concrete structure in one side of inboard concrete structure layer, fibre reinforcement drawknot piece is pre-buried to outside concrete structure in one side of outside concrete structure layer towards, the inside packing that fills the chamber has insulation material. This application has the light and good effect of thermal insulation fire behavior of matter.
Description
Technical Field
The application relates to the field of heat-insulating building materials, in particular to a truss type fiber rib heat-insulating integrated composite wallboard.
Background
The concrete insulation board is a lightweight porous concrete board which is prepared by adding a foaming agent into slurry prepared from a cement-based cementing material, aggregates, an admixture, an additive, water and the like, mixing and stirring, casting and molding, and performing natural or steam curing.
Along with building outer wall insulation's requirement is higher and higher, current concrete heated board, in order to improve concrete heated board's flame retardant efficiency and heat preservation effect, makes it reach required demand standard, can cause the thickness of concrete heated board to thicken gradually, makes concrete heated board's weight increase. The weight of the concrete heat-insulation board is increased, certain difficulty can be caused to construction, and the problem that the concrete heat-insulation board falls off from a building wall body easily appears at the later stage.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned defect that exists among the prior art, the utility model provides a truss type fibre muscle heat preservation integrative composite wall panel that matter is light and heat preservation fire behavior is good.
The application provides a pair of integrative composite wall panel of truss type fibre muscle heat preservation adopts following technical scheme:
the utility model provides an integrative composite wall panel of truss type fibre muscle heat preservation, includes inboard concrete structure layer and outside concrete structure layer, leave between inboard concrete structure layer and the outside concrete structure layer apart from forming and fill the chamber, be provided with corrugated fibre reinforcing bar drawknot piece between inboard concrete structure layer and the outside concrete structure layer, fibre reinforcing bar drawknot piece is in the pre-buried inboard concrete structure layer of one side towards inboard concrete structure layer, fibre reinforcing bar drawknot piece is in the pre-buried outside concrete structure layer of one side towards the outside concrete structure layer, the inside packing that fills the chamber has insulation material.
Through adopting above-mentioned technical scheme, be connected to each other inboard concrete structure layer and outside concrete structure layer through the fiber reinforcement drawknot piece, thereby make and leave the distance between inboard concrete structure layer and the outside concrete structure layer and form and fill the chamber, guarantee the thermal insulation performance of truss type fiber reinforcement heat preservation integrative composite wall board simultaneously and alleviate the weight of truss type fiber reinforcement heat preservation integrative composite wall board through filling insulation material to the inside of filling the chamber, simultaneously because inboard concrete structure layer and outside concrete structure layer are the concrete structure, have fire-retardant function, guarantee the fire retardance of truss type fiber reinforcement heat preservation integrative composite wall board.
Optionally, reinforcing steel bar meshes are arranged inside the inner concrete structure layer and inside the outer concrete structure layer, and the fiber reinforcing steel bar drawknot member and the reinforcing steel bar meshes are fixed together.
Through adopting above-mentioned technical scheme, through the inside on inboard concrete structure layer and the inside embedded steel bar net piece on outside concrete structure layer, can enough increase the anti crack ability on inboard concrete structure layer and outside concrete structure layer, fiber reinforcement drawknot spare is together fixed with the reinforcing bar net piece simultaneously, can strengthen the joint strength between fiber reinforcement drawknot spare and inboard concrete structure layer and the outside concrete structure layer, the condition that makes difficult appearance break away from between fiber reinforcement drawknot spare and inboard concrete structure layer and the outside concrete structure layer.
Optionally, a first groove with a notch width smaller than the groove bottom width is arranged on one side surface of the inner concrete structure layer facing the filling cavity.
Through adopting above-mentioned technical scheme, through setting up first recess, when filling insulation material to the inside of filling the chamber, insulation material can enter into the inside of first recess, and because the notch width of first recess is less than the width of tank bottom, the insulation material who enters into the inside of first recess is difficult for breaking away from in first recess to make and closely laminate between insulation material and the inboard concrete structure layer.
Optionally, a second groove with a notch width smaller than the groove bottom width is arranged on one side surface of the outer concrete structure layer facing the filling cavity.
Through adopting above-mentioned technical scheme, through setting up the second recess, when filling insulation material to the inside of filling the chamber, insulation material can enter into the inside of second recess, and because the notch width of second recess is less than the width of tank bottom, enters into the inside insulation material of second recess and is difficult for breaking away from in the second recess to can closely laminate between messenger's insulation material and the outside concrete structure layer.
Optionally, the concrete structure further comprises a bearing block located below the inner concrete structure layer and the outer concrete structure layer.
Through adopting above-mentioned technical scheme, when installing building wall with integrative composite wall panel of truss type fibre muscle heat preservation, at first with building wall fixed, the carrier block can support the weight of inboard concrete structure layer and outside concrete structure layer to make integrative composite wall panel of truss type fibre muscle heat preservation difficult and building wall break away from when installing building wall.
Optionally, the position of the bearing block relative to the inner side concrete structure layer and the position of the bearing block relative to the outer side concrete structure layer are both provided with pre-embedded parts, the pre-embedded parts between the bearing block and the inner side concrete structure layer are pre-embedded in the inner side concrete structure layer, and the pre-embedded parts between the bearing block and the outer side concrete structure layer are pre-embedded in the outer side concrete structure layer.
By adopting the technical scheme, the embedded part opposite to the inner side concrete structure layer enters the inner side concrete structure layer, so that the inner side concrete structure layer is tightly connected with the bearing block, and the inner side concrete structure layer is not easy to separate from the bearing block; the embedded part opposite to the outer side concrete structure layer enters the inner part of the outer side concrete structure layer, so that the outer side concrete structure layer is tightly connected with the bearing block, and the outer side concrete structure layer is not easy to separate from the bearing block.
Optionally, the embedded portion includes a connecting piece connected with the bearing block, and a section of the connecting piece far away from the bearing block is provided with a fin perpendicular to the connecting piece.
Through adopting above-mentioned technical scheme, because the fin is perpendicular setting with the connection piece to when the pre-buried portion is pre-buried inside in side concrete structure layer or outside concrete structure layer inside, the pre-buried portion is difficult to break away from in with inboard concrete structure layer or the outside concrete structure layer.
Optionally, the surface of one side that inboard concrete structure layer and outside concrete structure layer deviate from mutually all is provided with the inoxidizing coating.
Through adopting above-mentioned technical scheme, the inoxidizing coating can protect inside concrete structure layer and outside concrete structure layer.
Optionally, a plurality of glue accommodating grooves communicated with the side wall surface of the protective layer are formed in the surface of one side, away from the inner concrete structure layer, of the protective layer on the inner concrete structure layer.
Through adopting above-mentioned technical scheme, when installing integrative composite wall panel of truss type fibre muscle heat preservation on the wall body, can paint the bonding agent in advance between building wall body and the integrative composite wall panel of truss type fibre muscle heat preservation, thereby the bonding agent then enters into the inside of holding the rubber bath and glues truss type fibre muscle heat preservation integrative composite wall panel and building wall body firmly.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the inner concrete structure layer and the outer concrete structure layer are connected together through the fiber reinforced bar tie member, a distance is reserved between the inner concrete structure layer and the outer concrete structure layer to form a filling cavity, heat insulation materials are filled in the filling cavity to ensure the heat insulation performance of the truss type fiber reinforced bar heat insulation integrated composite wallboard, meanwhile, the weight of the truss type fiber reinforced bar heat insulation integrated composite wallboard is reduced, and meanwhile, because the inner concrete structure layer and the outer concrete structure layer are both concrete structures, the fiber reinforced bar heat insulation integrated composite wallboard has a flame retardant function and ensures the flame retardance of the truss type fiber reinforced bar heat insulation integrated composite wallboard;
2. when installing integrative composite wall panel of truss type fibre muscle heat preservation to building wall, the carrier block can support the weight of inboard concrete structure layer and outside concrete structure layer to make integrative composite wall panel of truss type fibre muscle heat preservation difficult and building wall break away from when installing on building wall.
Drawings
Fig. 1 is a schematic structural diagram of a truss-type fiber-reinforced thermal insulation integrated composite wallboard according to an embodiment of the present application;
FIG. 2 is a partial enlarged view of portion A of FIG. 1;
FIG. 3 is a partial enlarged view of portion B of FIG. 1;
fig. 4 is a schematic structural diagram of a truss-type fiber-reinforced thermal insulation integrated composite wallboard in the second embodiment of the present application;
fig. 5 is a partially enlarged view of a portion C in fig. 4.
Description of reference numerals: 1. an inner concrete structural layer; 11. a first groove; 2. an outer concrete structural layer; 21. a second groove; 3. fiber reinforced bar drawknot parts; 4. a thermal insulation material; 5. reinforcing mesh sheets; 6. a protective layer; 61. a glue containing groove; 7. a bearing block; 71. a pre-embedding part; 711. connecting sheets; 712. a fin; 72. and (7) installing holes.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
Example one
The embodiment of the application discloses integrative composite wall panel of truss type fibre muscle heat preservation.
Referring to fig. 1, the truss-type fiber-reinforced thermal-insulation integrated composite wallboard comprises an inner concrete structure layer 1 and an outer concrete structure layer 2 which are arranged in parallel and oppositely, and a filling cavity is formed between the inner concrete structure layer 1 and the outer concrete structure layer 2 at an interval. And a wavy fiber reinforced bar tie member 3 is arranged between the inner concrete structure layer 1 and the outer concrete structure layer 2, and one side of the fiber reinforced bar tie member 3 facing the inner concrete structure layer 1 is embedded in the inner concrete structure layer 1. The fiber reinforced bar drawknot member 3 is pre-buried in the outer concrete structure layer 2 towards one side of the outer concrete structure layer 2.
The filling cavity formed between the inner concrete structure layer 1 and the outer concrete structure layer 2 is filled with a heat insulation material 4, and the fiber reinforced bar drawknot member 3 is completely embedded in the heat insulation material 4.
Referring to fig. 1 and 2, the inner concrete structure layer 1 is provided with a plurality of first grooves 11 facing a side surface of the outer concrete structure layer 2.
Referring to fig. 1 and 3, a plurality of second grooves 21 are formed in a surface of the outer concrete structure layer 2 facing the inner concrete structure layer 1.
Referring to fig. 2 and 3, the first groove 11 and the second groove 21 both adopt a dovetail groove in the embodiment of the present application, i.e., the width of the notch is smaller than the width at the groove.
When filling insulation material 4 in the filling cavity that forms between inboard concrete structure layer 1 and outside concrete structure layer 2, insulation material can enter into the inside of first recess 11 and second recess 21 to strengthen the compactness of being connected between insulation material 4 and inboard concrete structure layer 1 and the outside concrete structure layer 2.
Referring to fig. 1, reinforcing mesh sheets 5 are embedded in the inner concrete structure layer 1 and the outer concrete structure layer 2. The fiber reinforced bar drawknot member 3 stretches into one side of the inside of the inner side concrete structure layer 1 and is fixed with the reinforcing mesh 5 positioned in the inside of the inner side concrete structure layer 1, and the fiber reinforced bar drawknot member 3 stretches into one side of the inside of the outer side concrete structure layer 2 and is fixed with the reinforcing mesh 5 positioned in the inside of the outer side concrete structure layer 2.
And protective layers 6 are adhered to the surfaces of the inner concrete structure layer 1 and the outer concrete structure layer 2 which are opposite to each other.
The implementation principle of the truss-type fiber rib heat-insulation integrated composite wallboard of the embodiment of the application is as follows: through setting up fiber reinforcement drawknot piece 3 between inboard concrete structure layer 1 and outside concrete structure layer 2 to be connected to together between inboard concrete structure layer 1 and the outside concrete structure layer 2 through fiber reinforcement drawknot piece 3, can increase the intensity of holistic truss type fiber reinforcement heat preservation integrative composite wall board, increase its life.
Example two
The embodiment of the application discloses integrative composite wall panel of truss type fibre muscle heat preservation.
Referring to fig. 4, the difference between the second embodiment and the first embodiment is: the truss type fiber rib heat-insulation integrated composite wallboard further comprises a bearing block 7 located below the inner side concrete structure layer 1 and the outer side concrete structure layer 2, and the bearing block 7 is made of polyurethane materials. The bearing block 7 is provided with an embedded part 71 embedded in the inner concrete structure layer 1 at a position opposite to the inner concrete structure layer 1. The bearing block 7 is also provided with an embedded part 71 embedded in the outer concrete structural layer 2 at a position opposite to the outer concrete structural layer 2. The embedded portion 71 is integrally formed with the carrier block 7.
Referring to fig. 4 and 5, the embedded portion 71 includes a connecting piece 711 connected to the bearing block 7, a section of the connecting piece 711 away from the bearing block 7 is provided with a fin 712 vertically arranged with the connecting piece 711, and the fin 712 and the connecting piece 711 are integrally formed.
A plurality of mounting holes 72 penetrating through the bearing block 7 are formed in the bearing block 7, and the outer side surface and the inner side surface of the bearing block 7 are communicated through the mounting holes 72. When the truss type fiber rib heat-insulation integrated composite wallboard is installed on a building wall, the inner side surface of the bearing block 7 is attached to the building wall.
The surface of one side, away from the inner concrete structure layer 1, of the protective layer 6 on the inner concrete structure layer 1 is provided with a plurality of glue containing grooves 61 communicated with the side wall surface of the protective layer 6, and the glue containing grooves 61 also adopt dovetail grooves. When the truss type fiber rib heat-insulation integrated composite wallboard is installed on a building wall body, the adhesive is filled between the wall body and the truss type fiber rib heat-insulation integrated composite wallboard, and the adhesive can enter the glue containing groove 61, so that the truss type fiber rib heat-insulation integrated composite wallboard can be firmly adhered to the building wall body.
The implementation principle of the truss-type fiber rib heat-insulation integrated composite wallboard of the embodiment of the application is as follows: when the truss type fiber rib heat-insulation integrated composite wallboard is installed on a wall body, the bearing block 7 is fixed with the building wall body through the bolt, so that the bearing block 7 can support the inner side concrete structure layer 1 and the outer side concrete structure layer 2. The outer concrete structure layer 2 is supported through the bearing blocks 7, so that the joints between the fiber reinforced bar pulling pieces 3 and the inner concrete structure layer 1 and the outer concrete structure layer 2 are protected, and the joints between the fiber reinforced bar pulling pieces 3 and the inner concrete structure layer 1 and the outer concrete structure layer 2 are not easy to crack.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The utility model provides a truss type fibre muscle integrative composite wall panel that keeps warm which characterized in that: including inboard concrete structure layer (1) and outside concrete structure layer (2), leave the distance between inboard concrete structure layer (1) and the outside concrete structure layer (2) and form and fill the chamber, be provided with corrugated fiber reinforcement drawknot piece (3) between inboard concrete structure layer (1) and outside concrete structure layer (2), fiber reinforcement drawknot piece (3) are pre-buried in inboard concrete structure layer (1) towards one side of inboard concrete structure layer (1), fiber reinforcement drawknot piece (3) are pre-buried in outside concrete structure layer (2) towards one side of outside concrete structure layer (2), the inside packing that fills the chamber has insulation material (4).
2. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 1, is characterized in that: the concrete structure layer is characterized in that reinforcing mesh sheets (5) are arranged inside the inner side concrete structure layer (1) and inside the outer side concrete structure layer (2), and the fiber reinforcing steel bar drawknot pieces (3) are fixed together with the reinforcing mesh sheets (5).
3. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 1, is characterized in that: and a first groove (11) with the width of a notch smaller than that of the groove bottom is formed in the surface of one side, facing the filling cavity, of the inner side concrete structure layer (1).
4. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 1, is characterized in that: and a second groove (21) with the width of the notch smaller than that of the groove bottom is formed in the surface of one side, facing the filling cavity, of the outer concrete structure layer (2).
5. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 1, is characterized in that: the concrete structure layer comprises an inner concrete structure layer (1) and an outer concrete structure layer (2), and is characterized by further comprising a bearing block (7) positioned below the inner concrete structure layer and the outer concrete structure layer.
6. The truss-type fiber rib heat-insulation integrated composite wallboard as claimed in claim 5, wherein: bearing block (7) and inboard concrete structure layer (1) relative position and bearing block (7) and outside concrete structure layer (2) relative position all are provided with embedded portion (71), and embedded portion (71) that is located between bearing block (7) and inboard concrete structure layer (1) is pre-buried in the inside of inboard concrete structure layer (1), and embedded portion (71) that is located between bearing block (7) and outside concrete structure layer (2) is pre-buried in the inside of outside concrete structure layer (2).
7. The truss-type fiber rib heat-insulation integrated composite wallboard as claimed in claim 6, wherein: the embedded part (71) comprises a connecting piece (711) connected with the bearing block (7), and a section, far away from the bearing block (7), of the connecting piece (711) is provided with a fin (712) perpendicular to the connecting piece (711).
8. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 1, is characterized in that: and a protective layer (6) is arranged on the surface of one side, which deviates from the inner concrete structure layer (1) and the outer concrete structure layer (2), of the inner concrete structure layer.
9. The truss-type fiber rib heat-insulation integrated composite wallboard according to claim 8, characterized in that: and a plurality of glue accommodating grooves (61) communicated with the side wall surface of the protective layer (6) are formed in the surface of one side, deviating from the inner concrete structure layer (1), of the protective layer (6) on the inner concrete structure layer (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220816124.7U CN217079365U (en) | 2022-04-09 | 2022-04-09 | Truss type fiber rib heat-insulation integrated composite wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220816124.7U CN217079365U (en) | 2022-04-09 | 2022-04-09 | Truss type fiber rib heat-insulation integrated composite wallboard |
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| Publication Number | Publication Date |
|---|---|
| CN217079365U true CN217079365U (en) | 2022-07-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202220816124.7U Active CN217079365U (en) | 2022-04-09 | 2022-04-09 | Truss type fiber rib heat-insulation integrated composite wallboard |
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| CN (1) | CN217079365U (en) |
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- 2022-04-09 CN CN202220816124.7U patent/CN217079365U/en active Active
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