CN205637316U - Concrete heat preservation composite member board and outer wall envelope who constitutes thereof - Google Patents
Concrete heat preservation composite member board and outer wall envelope who constitutes thereof Download PDFInfo
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- CN205637316U CN205637316U CN201620394757.8U CN201620394757U CN205637316U CN 205637316 U CN205637316 U CN 205637316U CN 201620394757 U CN201620394757 U CN 201620394757U CN 205637316 U CN205637316 U CN 205637316U
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Abstract
The utility model discloses concrete heat preservation composite member board and outer wall envelope who constitutes thereof, wherein, the component board has a latticed concrete rib skeleton, concrete rib skeleton embeds there is the interior rack of reinforcing bar, has the insulation material layer with outside packing of concrete rib skeleton between concrete rib skeleton, insulation material layer surface cladding concrete layer, the outer rack of the built -in reinforcing bar of concrete layer, connecting piece fixed connection was put up together to rack, reinforcing bar outer net in the reinforcing bar. The utility model also provides an outer wall envelope that above -mentioned component board constitutes. An object of the utility model is to provide a building energy conservation is efficient, low in manufacturing cost, light in weight, simple to operate and long service life, fire behavior is good, outer wall comprehensive properties is better concrete heat preservation composite member board and outer wall envelope who constitutes thereof.
Description
Technical field
This utility model relates to covering or the modification technique field of metope, ceiling or flooring, particularly relates to a kind of panels for exterior wall enclosure and the external wall structure of composition thereof.
Background technology
In recent years, country greatly develops housing industrialization, promote building industry transition and upgrade and technological progress, in coming 10 years, whole nation assembled architecture is up to more than 30%, wherein, prefabricated concrete structure and steel construction are greatly developed by becoming main building industrialization technology in building industry and are applied.Development & production meets the good building external of combination property that prefabricated concrete structure and steel building technology require to be protected component and becomes the key promoting building industrialization development, also becomes the urgent needs of construction market.
nullThe primary building material constituting construction exterior wall fencing construction is exactly various building wall boards，The building external envelope structure fire prevention to building wall board、Insulation、Sound insulation、Waterproof properties such as grade suffers from strict specification and requirement，Based on this，Authorization Notice No. be CN1314873C utility model patent in disclose a kind of construction exterior wall fencing construction，This structure constitutes the plate body of building wall board and has mesh skeleton，Bar frame it is provided with in skeleton，Between skeleton and it is provided with insulation material outside skeleton，Plate body outer surface is coated with fiberglass gridding cloth or metal gauze，It is coated with polymer mortar layer on fiberglass gridding cloth or metal gauze，The outer surface of polymer mortar layer is coated with veneer coating layer，When plate body is connected with plate body，The groove arranged by respective side between adjacent plate body、Boss coordinates，It is coated with buildings waterproof fluid sealant in the gap in adjacent plate body cooperation face.This building enclosure forms an adiabator layer on the wall of building, it is to avoid the appearance of cold bridge on exterior wall, has insulation, the feature that heat insulation, soundproof effect is prominent.
But; above-mentioned plate body there is also weak point; the fiberglass gridding cloth of plate body outer surface cladding or metal gauze and the polymer mortar layer of coating, veneer coating layer are the most relatively thin, and the thickness summation of three layers is not more than 5cm, and actual heat insulation effect is the most undesirable; and service life is short, fragile; the protective effect of External Wall is extremely limited, meanwhile, and above-mentioned trilaminate material thickness low LCL; do not reach fire protection requirement, it is impossible to meet the requirement to construction exterior wall fencing construction of the current construction standards.
Utility model content
The technical problems to be solved in the utility model is to provide that a kind of building energy conservation efficiency height, low cost of manufacture, lightweight, easy for installation and length in service life, fire protecting performance be good, exterior wall combination property preferable concrete heat-insulating composite component plate.
A kind of concrete heat-insulating composite component plate, described panels has latticed concrete rib skeleton, described concrete rib skeleton is built-in with rack in reinforcing bar, fill between concrete rib skeleton and outside concrete rib skeleton and be provided with adiabator layer, concrete layer outside described adiabator layer outer surface cladding, the outer rack of the described outside built-in reinforcing bar of concrete layer, together with described outside concrete layer fixes drawknot with concrete rib skeleton by connector.
nullThis utility model concrete heat-insulating composite component plate，Wherein said panels is rectangular slab，Described concrete rib skeleton includes the rib rack being embedded in adiabator layer，And the flat concrete layer inside rib rack，Described rib rack includes that interconnection in length and breadth becomes some concrete ribs of multiple rectangle，The thickness D ＇ ＇ ＇ of described rib rack is less than the thickness D ＇ ＇ of adiabator layer，It is disposed with bar frame in concrete rib，Described inner side plane concrete layer is rectangle and is built-in with bar-mat reinforcement，Described bar-mat reinforcement and bar frame connect the overall reinforcing bar Intranet frame of formation，The heat-insulation layer A that described adiabator layer includes being filled between concrete rib and thickness is identical with concrete rib and the heat-insulation layer B between heat-insulation layer A and outside concrete layer，The periphery of described heat-insulation layer B is concordant with the periphery of outside concrete layer，Described outside concrete layer is by together with fixing drawknot through the connector of adiabator layer with the concrete rib skeleton of inner side.
This utility model concrete heat-insulating composite component plate, it is provided with depressed part in the lower end side of wherein said panels, coordinate with it docking panels upper side on be provided with protuberance, on, under described depressed part in adjacent two module component plates when coordinating docking with protuberance, two module component plates form spacer portion between the upper and lower ends, the outer side edges end of building bearing floor stretches in this spacer portion, the two pieces of described panels being positioned at the described upper and lower both sides of building bearing floor are connected by built-in fitting and described building bearing floor are fixing, it is provided with sealing strip in the butt seam of the upper and lower end face of neighbouring panels and is perfused with water-fast fluid sealant.
nullThis utility model concrete heat-insulating composite component plate，Wherein，Corner pre-buried " L " shape angle steel between panels and the building bearing floor on described building bearing floor top，On this superposed panels and it is provided with built-in fitting one on building bearing floor，Two built-in fittings one and " L " shape angle steel are fixedly connected with，Described building bearing floor stretches into and is embedded with angle steel A on the termination in described spacer portion at angle，It is positioned on the right side of spacer portion and is embedded with built-in fitting three，Built-in fitting one and built-in fitting three on described building bearing floor are fixed with angle steel A respectively and are connected，Corner between panels and the building bearing floor of described building bearing floor bottom is provided with angle steel B，The upper surface of the panels being positioned at building bearing floor bottom is embedded with built-in fitting four，Built-in fitting three、Built-in fitting four is fixing with angle steel B respectively to be connected.
This utility model concrete heat-insulating composite component plate, the thickness D of wherein said panels is 200～400mm, the thickness D ＇ of described outside concrete layer is 40～80mm, the thickness D ＇ ＇ of described adiabator layer is 100～300mm, and the outer surface of described outside concrete layer is compounded with any one finishing material in coating, ceramic tile or stone material.
This utility model concrete heat-insulating composite component plate, wherein said connector is corrosion resistant metal or the tension member of high-strength non-metallic material manufacture, and the concrete that described panels uses is normal concrete or light material concrete.
This utility model concrete heat-insulating composite component plate, wherein said adiabator layer selects any one in polystyrol plastic foam plate, polyurethane thermal insulation board, foamed concrete plate, crystallite foaming glass heat-insulating plate or rock-wool heat insulation plate to make.
This utility model concrete heat-insulating composite component plate, wherein said panels offers window hole, door opening.
This utility model additionally provides the exterior wall enclosure structure that a kind of concrete heat-insulating composite component plate utilized in any of the above-described technical scheme is constituted, including wallboard, described wallboard includes about the some pieces panels being arranged side by side and be front and back arranged side by side, the side-fit docking of the adjacent members plate being arranged side by side, the two module component plates being mutually perpendicular to arrange surround the corner of wallboard, it is provided with, in the adjacent side of the two module component plates surrounding described corner, the end difference cooperated, it is provided with sealing strip and is perfused with water-fast fluid sealant in the gap coordinating face of described end difference, the panels of the building bearing floor both sides upper and lower with it between neighbouring two-layer wallboard is respectively fixedly connected with.
This utility model concrete heat-insulating composite component plate is a kind of novel building exterior wall wallboard panels being composited by multiple material, in intensity, life-span, antidetonation, fire prevention, insulation, sound insulation, waterproof, the properties aspects such as outward appearance are all to have preferable characteristic, it is fully able to meet the construction standards of construction exterior wall fencing construction and Architectural Design Requirements, it it is the material used for building exterior wall of a kind of excellent combination property, the exterior wall enclosure structure that the prefabricated concrete structure being made up of above-mentioned panels and steel construction need, meet the needs of building industrialization development, it it is the novel building exterior wall enclosure structure of a kind of green energy conservation.Above-mentioned panels is utilized to form the assembly method operation of exterior wall enclosure structure simple, easy construction, quick, the beneficially reduction of erection time.
Below in conjunction with the accompanying drawings the exterior wall enclosure structure of concrete heat-insulating composite component plate of the present utility model and composition thereof is described further.
Accompanying drawing explanation
Fig. 1 is that the master of this utility model concrete heat-insulating composite component plate regards perspective partial cut-away illustration；
Fig. 2 is that the panels of Fig. 1 uses Screw arbor with nut at both-ends to do the top plan view of connector；
Fig. 3 is the top plan view that the panels of Fig. 1 uses other connectors；
Fig. 4 is that the right side of Fig. 2 regards sectional view；
Fig. 5 is that the right side of Fig. 3 regards sectional view；
Fig. 6 is the decomposition texture schematic diagram of the panels of Fig. 1；
Fig. 7 is upper and lower two module component plates and building bearing floor connection status schematic front view；
Fig. 8 is the partial enlarged drawing in Fig. 7 at A；
Fig. 9 is the front sectional view of the panels with door opening；
Figure 10 is the top view of Fig. 9；
Figure 11 is the front sectional view of the panels with window hole；
Figure 12 is the top view of Figure 11；
Figure 13 is the section plan of the exterior wall enclosure structure that concrete heat-insulating composite component plate of the present utility model surrounds；
Figure 14 be Figure 13 exterior wall enclosure structure in the alien invasion figure of wallboard of neighbouring floor；
Figure 15 be Figure 13 exterior wall enclosure structure in the interior facade view of wallboard of neighbouring floor；
Figure 16 is the partial enlarged drawing in Figure 13 at B.
Detailed description of the invention
As shown in Figures 1 to 6, this utility model concrete heat-insulating composite component plate, panels 1 has latticed concrete rib skeleton 11, and concrete rib skeleton 11 is built-in with rack 111 in reinforcing bar.Preferably, panels 1 is rectangular slab, concrete rib skeleton 11 includes the rib rack 113 being embedded in adiabator layer 12, and the flat concrete layer 114 inside rib rack 113, rib rack 113 includes that interconnection in length and breadth becomes the concrete rib 112 that some thickness of multiple rectangle are identical, being disposed with bar frame in concrete rib 112, inner side plane concrete layer 114 is for rectangle and is built-in with bar-mat reinforcement, and bar-mat reinforcement and bar frame connect the overall reinforcing bar Intranet frame 111 of formation.And filling and be provided with adiabator layer 12 outside concrete rib skeleton 11 between concrete rib skeleton 11, the thickness D ＇ ＇ ＇ of rib rack 113 is less than the thickness D ＇ ＇ of adiabator layer 12.Adiabator layer 12 includes being filled between concrete rib 112 and thickness and the identical heat-insulation layer A121 of concrete the rib 112 and heat-insulation layer B122 between heat-insulation layer A121 and outside concrete layer 13, conduct oneself with dignity for reducing panels 1, heat-insulation layer A121 can use light heat insulation material to constitute, heat-insulation layer B122 can use heavy insulation material to constitute, such heat-insulation layer durability is more preferable, and service life is longer.The periphery of heat-insulation layer B122 is concordant with the periphery of outside concrete layer 13, it is ensured that the smoothness at panels 1 edge, in order to follow-up concatenation construction.For the weight of conservative control panels 1, the concrete that this panels 1 is used both can use lightweight concrete, it is possible to uses common heavy concrete.Concrete layer 13 outside adiabator layer 12 outer surface cladding, the outer rack 131 of the built-in reinforcing bar of outside concrete layer 13, together with outside concrete layer 13 fixes drawknot with concrete rib skeleton 11 by connector 14.Preferably, this connector 14 is the tension member that corrosion resistant metal or high-strength non-metallic material manufacture, for example, it is possible to for the Screw arbor with nut at both-ends 141 shown in Fig. 4 or dowel 142 as shown in Figure 6.As shown in Figure 4, interval be arranged in several Screw arbor with nut at both-ends 141 on panels 1 height H direction at concrete rib 112 and along panels 1 height H direction other at penetrate together with outside concrete layer 13 fixed drawknot with the concrete rib skeleton 11 of inner side by adiabator layer 12, to strengthen the intensity of panels 1.Above-mentioned connector 14 can also use Germany to breathe out fragrant Exterior Wall Cladding Link spa system, this system includes v-shaped round steel anchoring piece, metal plate anchoring piece and matching used fixing safety pin, the specifically used mode of above-mentioned each anchoring piece and safety pin sees fragrant sandwich boards (exterior wall cladding) the connector spa system in Kazakhstan and introduces operation instructions, does not repeats.
As shown in Figure 7, Figure 8, when needs and building bearing floor 4 connect, dock for ease of upper and lower two module component plates 1, the upper side of the panels 1 of lower section arranges depressed part 15, coordinate with this panels 1 and in the lower end side of the top panels 1 docked, protuberance 16 is set.Depressed part 15 coordinates docking with protuberance 16.For ensureing to dock latter linked stability, prevent moisture from entering joint, depressed part 15 coordinates with protuberance 16 and is provided with sealing strip 171 in the gap in face and is perfused with water-fast fluid sealant 17.When depressed part 15 on upper and lower two pieces of adjacent panels 1 coordinates docking with protuberance 16, superposed panels 1 lower surface and formation spacer portion 40 between the upper surface of the panels 1 of bottom, the right-hand member of building bearing floor 4 stretches in this spacer portion 40.The two module component plates 1 being positioned at the upper and lower both sides of building bearing floor 4 are connected by built-in fitting is fixing with building bearing floor 4.Specifically, this built-in fitting includes " L " shape angle steel 41, built-in fitting 1, angle steel A45, built-in fitting 3 46, angle steel B47, built-in fitting 4 48.Corner pre-buried " L " shape angle steel 41 between superposed panels 1 and building bearing floor 4, on upper component plate 1 and it is provided with built-in fitting 1 on building bearing floor 4, two built-in fittings 1 and " L " shape angle steel 41 are fixedly connected with, and three matches and is fixed together with building bearing floor 4 by the panels 1 on top.In like manner, building bearing floor 4 stretches into and is embedded with angle steel A45 in the right end in spacer portion 40 at angle, it is positioned on the right side of spacer portion 40 and is embedded with built-in fitting 3 46, built-in fitting 1 and built-in fitting 3 46 on building bearing floor 4 are fixed with this angle steel A45 respectively and are connected, in spacer portion 40, the panels 1 of building bearing floor 4 bottom is provided with angle steel B47 with the corner of building bearing floor 4, the upper surface of the panels 1 being positioned at building bearing floor 4 bottom is embedded with built-in fitting 4 48, built-in fitting 3 46, built-in fitting 4 48 is fixing with angle steel B47 respectively to be connected, so, the two module component plates 1 being positioned at building bearing floor about 4 both sides are fixed together with building bearing floor 4.Such fixing connected mode connects reliable, simple to operate, and arranges spacer portion 40 and provide working place, provides great convenience for construction.Corner between the panels 1 and building bearing floor 4 of building bearing floor 4 bottom is provided with I-steel 43.
As shown in Figure 4, Figure 5, the thickness D of panels 1 is 200～400mm, and the thickness D ＇ of outside concrete layer 13 is 50～80mm, and the thickness D ＇ ＇ of adiabator layer 12 is 100～300mm.The outer surface of above-mentioned outside concrete layer 13 can also be combined various finishing material, such as coating, ceramic tile or stone material etc..
As shown in Fig. 9 to Figure 12, panels 1 offers window hole 5, door opening 6.As shown in figure 13, the exterior wall enclosure structure being made up of panels 1, its wallboard 100 includes some module component plates 1.As shown in Figure 14, Figure 15, the side of the adjacent members plate 1 that left and right is arranged side by side and is front and back arranged side by side cooperates docking.As shown in figure 16, the two module component plates 1 being mutually perpendicular to arrange surround the corner of wallboard 100, it is provided with end difference 101 in the adjacent side of the two module component plates 1 surrounding corner, the end difference 101 of this adjacent side cooperates and is linked together by two module component plates 1, is provided with sealing strip and is perfused with water-fast fluid sealant in the gap coordinating face of above-mentioned end difference 101.For another example shown in Figure 14, Figure 15, the panels 1 of neighbouring floor is connected with each other with building bearing floor 4, and concrete connected mode sees the connected mode of the building bearing floor 4 shown in Fig. 7, Fig. 8 and two module component plates 1 of its upper and lower.
As shown in Figure 13 to Figure 16, the assembly method of exterior wall enclosure structure of the present utility model, comprise the steps:
A, the ground floor wallboard 100 of layout exterior wall enclosure structure: some module component plates about 1 are arranged side by side, are front and back arranged side by side by exterior wall enclosure Structural Design Requirement, the side-fit of the adjacent members plate 1 being arranged side by side is docked, and make the orthogonal adjacent two module component plates 1 of arranged direction after coordinating docking by end difference 101, surround the corner of wallboard 100, then sealing strip is set and irrigates water-fast fluid sealant in the gap coordinating face of end difference 101, so, some module component plates 1 i.e. enclose formation wallboard 100；
B, according to step A arrange exterior wall enclosure structure second layer wallboard 100；
C, connect neighbouring two-layer wallboard 100: being connected fixing with the building bearing floor 4 being positioned in the middle of two-layer wallboard 100 respectively to the panels 1 in ground floor wallboard 100, the panels 1 in second layer wallboard 100, concrete connected mode is as shown in Figure 7, Figure 8；
D, repetition step B, C, complete the exterior wall enclosure Standard construction of skyscraper.
Panels 1 of the present utility model, for the plate body in background technology, overcomes it in fire protecting performance and the deficiency in terms of the panel life-span.Plate body in background technology only has internal layer thin-lift concrete with ribbing plate; the thin-lift concrete plate of outer layer is not had outside the heat-insulation layer of middle level, so, middle level heat-insulation layer lacks the fireproof jointing sheath of outer layer; wallboard lateral surface is easily damaged, and intensity and life-span to wallboard bring adverse influence.Panels 1 of the present utility model adds outer layer, thin layer outside concrete layer 13 outside heat-insulation layer, compensate for the drawbacks described above of plate body in background technology, and combination property greatly improves, and meets the properties requirement of external wall.And, panels 1 of the present utility model can carry out industrialized production, large-scale production by mechanical production line; it is easy to produce and construction and installation; ensure that the quality of construction and installation, application is convenient, economic performance is good, is a kind of economical and practical, building exterior wall material of function admirable.
In sum, panels 1 of the present utility model is a kind of building element that may make up large format Side fascia being composited by multiple material, its internal layer is the concrete rib skeleton 11 of the thin-lift concrete plate formation of the band rib of a kind of distributed in grid, being provided with bar frame in concrete membrane and concrete rib, the panels 1 so formed has good structural strength.Simultaneously, the built-in fitting of metal all it is preset with in the concrete of the top and bottom of panels 1, can effectively install by the built-in fitting of upper and lower side be connected with major structure of construction (such as building bearing floor 4) or other steel construction, reach quake-resistant safety and design requirement.The adiabator layer 12 that in the middle of panels 1, compound a kind of insulation material is formed, this layer can be selected for the multiple insulation material meeting thermal requirements, such as polystyrol plastic foam plate, polyurethane thermal insulation board, foamed concrete plate, crystallite foaming glass heat-insulating plate, rock-wool heat insulation plate or other warming plate, purpose is to make panels 1 play to the function of outer wall body insulation, and the whole panels of the through covering of heat-insulation layer 1, produce without cold bridge.Panels 1 outer layer is concrete layer 13 outside the thin layer of a kind of plane distribution, bar frame is also contained in inside, the outside concrete layer 13 of outer layer is connected on internal layer concrete floor through heat-insulation layer by several the special efficient Screw arbor with nut at both-ends being made up of adiabator or conventional connector, to ensure outer concrete plate stress security needs, simultaneously, the outside of the outside concrete layer 13 of outer layer can also carry out decorative appearance according to the requirement of architectural design, various exterior coating brushing can be used, or sticking brick, or use other various external wall decorative materials.It addition, the outside concrete layer 13 of outer layer may also operate as fire prevention, sound insulation, waterproof, the function of decorative appearance, the most also protection exterior wall wallboard, makes exterior wall wallboard be hardly damaged or aged deterioration, extends its service life so that it is keep permanent use function.
Embodiment described above is only to be described preferred implementation of the present utility model; not scope of the present utility model is defined; on the premise of without departing from this utility model design spirit; various deformation that the technical solution of the utility model is made by those of ordinary skill in the art and improvement, all should fall in the protection domain that this utility model claims determine.
Claims (9)
1. a concrete heat-insulating composite component plate, it is characterized in that: described panels (1) has latticed concrete rib skeleton (11), described concrete rib skeleton (11) is built-in with rack (111) in reinforcing bar, fill with concrete rib skeleton (11) outside and be provided with adiabator layer (12) between concrete rib skeleton (11), concrete layer (13) outside described adiabator layer (12) outer surface cladding, the outer rack (131) of described outside concrete layer (13) built-in reinforcing bar, described outside concrete layer (13) is passed through together with connector (14) and the fixing drawknot of concrete rib skeleton (11).
nullConcrete heat-insulating composite component plate the most according to claim 1，It is characterized in that: described panels (1) is rectangular slab，Described concrete rib skeleton (11) includes the rib rack (113) being embedded in adiabator layer (12)，And the flat concrete layer (114) of rib rack (113) inner side，Described rib rack (113) includes that interconnection in length and breadth becomes some concrete ribs (112) of multiple rectangle，The thickness D of described rib rack (113) the thickness D of adiabator layer (12) " ' less than "，Concrete rib is disposed with bar frame in (112)，Described inner side plane concrete layer (114) is rectangle and is built-in with bar-mat reinforcement，Described bar-mat reinforcement and bar frame connect overall reinforcing bar Intranet frame (111) of formation，Described adiabator layer (12) includes being filled between concrete rib (112) and thickness and the identical heat-insulation layer A (121) of concrete rib (112) and the heat-insulation layer B (122) being positioned between heat-insulation layer A (121) and outside concrete layer (13)，The periphery of described heat-insulation layer B (122) is concordant with the periphery of outside concrete layer (13)，Described outside concrete layer (13) is by together with the connector (14) of adiabator layer (12) and the fixing drawknot of concrete rib skeleton (11) of inner side.
nullConcrete heat-insulating composite component plate the most according to claim 1 and 2，It is characterized in that: in the upper side of described panels (1), be provided with depressed part (15)，Coordinate with it docking panels (1) lower end side on be provided with protuberance (16)，On、Under described depressed part (15) in adjacent two module component plates (1) when coordinating docking with protuberance (16)，Two module component plates (1) form spacer portion (40) between the upper and lower ends，The outer side edges end of building bearing floor (4) stretches in this spacer portion (40)，The two pieces of described panels (1) being positioned at described building bearing floor (4) both sides up and down are connected by built-in fitting and described building bearing floor (4) are fixing，It is provided with sealing strip (171) in the butt seam of the upper and lower end face of neighbouring panels (1) and is perfused with water-fast fluid sealant (17).
nullConcrete heat-insulating composite component plate the most according to claim 3，It is characterized in that: be positioned at corner pre-buried " L " the shape angle steel (41) between panels (1) and the building bearing floor (4) on described building bearing floor (4) top，This superposed panels (1) above and is provided with built-in fitting one (42) on building bearing floor (4)，Two built-in fittings one (42) and " L " shape angle steel (41) are fixedly connected with，Described building bearing floor (4) is stretched into and is embedded with angle steel A (45) on the termination in described spacer portion (40) at angle，It is positioned on the right side of spacer portion (40) and is embedded with built-in fitting three (46)，Built-in fitting one (42) and built-in fitting three (46) on described building bearing floor (4) are fixed with angle steel A (45) respectively and are connected，The corner being positioned between panels (1) and the building bearing floor (4) of described building bearing floor (4) bottom is provided with angle steel B (47)，The upper surface of the panels (1) being positioned at building bearing floor (4) bottom is embedded with built-in fitting four (48)，Built-in fitting three (46)、Built-in fitting four (48) is fixing with angle steel B (47) respectively to be connected.
Concrete heat-insulating composite component plate the most according to claim 4, it is characterized in that: the thickness D of described panels (1) is 200～400mm, the thickness D ＇ in described outside concrete layer (13) is 40～80mm, " being 100～300mm, the outer surface in described outside concrete layer (13) is compounded with any one finishing material in coating, ceramic tile or stone material to the thickness D of described adiabator layer (12).
Concrete heat-insulating composite component plate the most according to claim 5, it is characterized in that: described connector (14) is corrosion resistant metal or the tension member of high-strength non-metallic material manufacture, and the concrete that described panels (1) uses is normal concrete or light material concrete.
Concrete heat-insulating composite component plate the most according to claim 6, it is characterised in that: described adiabator layer (12) selects any one in polystyrol plastic foam plate, polyurethane thermal insulation board, foamed concrete plate, crystallite foaming glass heat-insulating plate or rock-wool heat insulation plate to make.
Concrete heat-insulating composite component plate the most according to claim 7, it is characterised in that: offer window hole (5), door opening (6) on described panels (1).
9. the exterior wall enclosure structure constituted according to the concrete heat-insulating composite component plate according to any one of claim 3 to 8, it is characterized in that: include wallboard (100), described wallboard (100) includes about the some pieces panels being arranged side by side and be front and back arranged side by side (1), the side-fit docking of the adjacent members plate (1) being arranged side by side, the two module component plates (1) being mutually perpendicular to arrange surround the corner of wallboard (100), it is provided with, in the adjacent side of the two module component plates (1) surrounding described corner, the end difference (101) cooperated, it is provided with sealing strip and is perfused with water-fast fluid sealant in the gap coordinating face of described end difference (101), the panels (1) of neighbouring building bearing floor (4) both sides upper and lower with it between two-layer wallboard (100) is respectively fixedly connected with.
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| CN201620394757.8U CN205637316U (en) | 2016-05-04 | 2016-05-04 | Concrete heat preservation composite member board and outer wall envelope who constitutes thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822009A (en) * | 2016-05-04 | 2016-08-03 | 北京珠穆朗玛绿色建筑科技有限公司 | Concrete heat preservation composite component plate, outer wall building envelope and assembling method |
| CN107355017A (en) * | 2017-08-23 | 2017-11-17 | 北京奥克森节能环保科技有限公司 | Assembled integrated insulation construction, wall and construction method |
-
2016
- 2016-05-04 CN CN201620394757.8U patent/CN205637316U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822009A (en) * | 2016-05-04 | 2016-08-03 | 北京珠穆朗玛绿色建筑科技有限公司 | Concrete heat preservation composite component plate, outer wall building envelope and assembling method |
| CN107355017A (en) * | 2017-08-23 | 2017-11-17 | 北京奥克森节能环保科技有限公司 | Assembled integrated insulation construction, wall and construction method |
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