CN208415678U - Active low energy consumption precast concrete truss structure wall - Google Patents
Active low energy consumption precast concrete truss structure wall Download PDFInfo
- Publication number
- CN208415678U CN208415678U CN201821041427.6U CN201821041427U CN208415678U CN 208415678 U CN208415678 U CN 208415678U CN 201821041427 U CN201821041427 U CN 201821041427U CN 208415678 U CN208415678 U CN 208415678U
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- China
- Prior art keywords
- lining
- truss
- side fascia
- energy consumption
- precast concrete
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Abstract
The problem of a kind of active low energy consumption precast concrete truss structure wall, it is of poor quality to solve surface of wall of the existing technology, is also easy to produce cold bridge, and insulating power is weak, and the construction period is long, at high cost, is unfavorable for environmental protection and energy saving.Including Side fascia, it is characterised in that: Side fascia is provided with exterior wall finish layer towards outdoor outside；Lining is provided on the inside of Side fascia, lining is provided with inner wall finishing layer towards indoor side；It is provided with equidistant, interlaced arrangement longitudinal reinforcement and transverse steel inside Side fascia and lining, and is provided with intermediate insulating layer between lining and Side fascia；The Side fascia of two sides is connected with lining by the fastening of several groups X-type truss frame for connecting.It is designed rationally, compact-sized, can enhance the whole non-deformability of wall, and can effectively avoid the generation of cold bridge, and energy saving and heat preservation effect is good, and line layout is convenient, does not generate building waste, and construction cost is low, and construction quality is high.
Description
Technical field
The utility model belongs to construction wall technical field, and in particular to a kind of entirety non-deformability is strong, can be avoided
The generation of cold bridge, energy saving and heat preservation effect is good, and line layout is convenient, and the active low energy consumption that can effectively reduce construction cost is prefabricated mixed
Solidifying soil truss structure wall.
Background technique
Existing precast concrete wall mostly uses greatly in the plugging wire benzene plate two sides at middle part, the mode of difference gunite concrete,
To form the wall of two sides.This traditional precast wall body structure and manufacturing method not only cause the surface of wall of injection to exist
It is weak to be also easy to produce cold bridge, insulating power in gap not of uniform size；Moreover, the construction period is long, construction quality is poor, and construction cost is high, and
A large amount of building waste is generated, environmental protection and energy saving are unfavorable for.Therefore it is necessary to the precast concrete walls to the prior art to be improved.
Utility model content
For the utility model aiming at the above problem, it is strong to provide a kind of whole non-deformability, can be avoided the production of cold bridge
Raw, energy saving and heat preservation effect is good, and line layout is convenient, can effectively reduce the active low energy consumption precast concrete truss of construction cost
Structure wall.
The technical scheme adopted by the utility model is the active low energy consumption precast concrete truss structure wall includes
Side fascia, it is characterised in that: the inside of the Side fascia is respectively arranged with equidistant, interlaced arrangement longitudinal reinforcement and lateral steel
Muscle, Side fascia are provided with exterior wall finish layer towards outdoor outside；Lining is provided on the inside of the Side fascia, lining
Inside is also respectively arranged with equidistant, interlaced arrangement longitudinal reinforcement and transverse steel, and lining is arranged towards indoor side
There is inner wall finishing layer；It is provided with intermediate insulating layer between the lining and Side fascia, distinguishes inside and outside intermediate insulating layer
It is connected by organic bonding layer with Side fascia and lining；Also, the Side fascia and lining of two sides also pass through several groups X-type and connect
Truss fastening is connect to be connected.
The X-type truss frame for connecting is made of the first truss rod and the second truss rod, and the first truss rod and the second truss rod
In the structure type of arranged crosswise；First truss rod of arranged crosswise and one end of the second truss rod are provided with positioning card extension bar,
The both ends of positioning card extension bar are connected with the end of the first truss rod and second truss rod the same side respectively；The first of arranged crosswise
The other end of truss rod and the second truss rod is respectively arranged with screw threads for fastening portion；The positioning card extension bar of X-type truss frame for connecting one end is set
It sets in Side fascia；Two screw threads for fastening portions of the X-type truss frame for connecting other end are then separately positioned on lining close to indoor side
Reserved locking hole in, the screw threads for fastening portion of X-type truss frame for connecting is connected by fastening nut with lining.In enhancing wall
While whole non-deformability, the generation of cold bridge is effectively avoided.
The lining close to indoor side, be disposed in the reserved locking hole of fastening nut and be filled with foam filler.
Further to promote the heat insulation effect of wall.
Hydroelectric line is provided between the lining and intermediate insulating layer.In favor of heating line and hydroelectric system pipe
The concealed wiring of line effectively promotes the utilization rate of the interior space while facilitating line layout.
Between the intermediate insulating layer and Side fascia and lining, it is respectively arranged with fireproof mezzanine；Fireproof mezzanine is by phosphorus
Composite fireproof material filled layer made of magnesium fire-proof plate and cement board intersecting arrangement.It is anti-with the entirety for promoting wall
Fiery performance.
The intermediate insulating layer being arranged between the Side fascia and lining, by organic foaming insulation board or inorganic rock wool heat-preservation
Plate is constituted.To ensure the thermal and insulating performance of entire wall.
The longitudinal reinforcement of setting and the transverse direction and longitudinal direction spacing of transverse steel are inside the Side fascia and lining
200mm.To effectively increase the structural strength of the prefabricated reinforced concrete of Side fascia and lining.
The utility model has the beneficial effects that since the utility model is equidistant, interlaced arrangement vertical using being internally provided with
To the Side fascia of reinforcing bar and transverse steel, exterior wall finish layer is arranged towards outdoor outside in Side fascia；The inside of Side fascia is arranged
Lining, is again provided with equidistant, interlaced arrangement longitudinal reinforcement and transverse steel inside lining, and lining is towards room
Inner wall finishing layer is arranged in interior side；Intermediate insulating layer is set between lining and Side fascia, inside and outside intermediate insulating layer
It is connected respectively by organic bonding layer with Side fascia and lining；The Side fascia of two sides is connected with lining by several groups X-type
The connected structure type of truss fastening, it is compact-sized so its design is rationally, using Side fascia, intermediate insulating layer, lining with
And the truss structure of X-type truss frame for connecting composition, effectively enhance the whole non-deformability of wall, and can be avoided the production of cold bridge
Raw, energy saving and heat preservation effect is good, and line layout is convenient, does not generate building waste, and construction cost is low, and construction quality is high.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the utility model.
Fig. 2 is a kind of structural schematic diagram of the X-type truss frame for connecting in Fig. 1.
Number explanation in figure: 1 exterior wall finish layer, 2 Side fascias, 3 longitudinal reinforcements, 4 transverse steels, 5 organic bonding layers, in 6
Between insulating layer, 7 linings, 8 inner wall finishing layers, 9 hydroelectric lines, 10 reserved locking holes, 11 fastening nuts, 12 X-types connect purlin
Frame, 13 first truss rods, 14 second truss rods, 15 positioning card extension bars, 16 screw threads for fastening portions.
Specific embodiment
The specific structure of the utility model is described in detail according to Fig. 1~2.The active low energy consumption precast concrete truss knot
Structure wall includes the Side fascia 2 being prefabricated into using pea gravel concreten (C20 intensity), wherein the inside of Side fascia 2 is respectively arranged with
Equidistantly, the longitudinal reinforcement 3 and transverse steel 4 of interlaced arrangement.Side fascia 2 is provided with exterior wall finish layer 1 towards outdoor outside；
Exterior coating can be used in exterior wall finish layer 1 or ultra-thin tile is made.Side fascia 2 is provided with towards indoor inside be prefabricated into
Wallboard 7, the inside of lining 7 are equally respectively arranged with equidistant, interlaced arrangement longitudinal reinforcement 3 and transverse steel 4；And interior wall
Plate 7 is provided with inner wall finishing layer 8 towards indoor side；Interiro wall latex paint, ceramic tile or wooden facing etc. can be used in inner wall finishing layer 8
Ornament materials is made.In order to effectively increase Side fascia 2 and lining 7 prefabricated reinforced concrete structural strength, according to specific
Use need, the steel of 6 diameter of Φ can be used in the longitudinal reinforcement 3 and transverse steel 4 being arranged inside Side fascia 2 and lining 7
Muscle；Also, the transverse direction and longitudinal direction spacing of longitudinal reinforcement 3 and transverse steel 4 is 200mm.
It is provided with intermediate insulating layer 6 between the lining 7 of inside and the Side fascia 2 in outside, inside and outside the two of intermediate insulating layer 6
Side, respectively the organic bonding layer 5 made of polyurethane adhesive, be connected with Side fascia 2 and lining 7.Side fascia 2 and lining
The organic foaming insulation board of polyurethane, B1 grades of EPS styrofoams or inorganic rock wool heat-preservation can be used in the intermediate insulating layer 6 being arranged between 7
Plate is made；And then ensure the thermal and insulating performance of entire wall.Meanwhile for promoted wall entirety fire protecting performance purpose, in
Between between insulating layer 6 and Side fascia 2 and lining 7, be respectively arranged with fireproof mezzanine, and the fireproof mezzanine is prevented by three layers of phosphorus magnesium
Composite fireproof material filled layer made of fiery plate and two layers cement board intersecting, fastening adhesion.
In order to effectively avoid the generation of cold bridge, the Side fascia 2 of two sides while enhancing the whole non-deformability of wall
Between lining 7, it is connected by the fastening of several groups X-type truss frame for connecting 12；X-type truss frame for connecting 12 can be by nylon material system
At.X-type truss frame for connecting 12 is made of the first truss rod 13 and the second truss rod 14, and the first truss rod 13 and the second truss rod 14
In the structure type of arranged crosswise.The first truss rod 13 and the second truss rod 14 of arranged crosswise are located at one end in Side fascia 2,
It is provided with the positioning card extension bar 15 for fixing X-type truss frame for connecting 12；The both ends for the positioning card extension bar 15 arranged vertically, respectively with
First truss rod 13 is connected with the end of 14 the same side of the second truss rod.First truss rod 13 of arranged crosswise and the second truss
Bar 14 is located at the other end in lining 7, is separately provided for the screw threads for fastening portion 16 of fastening X-type truss frame for connecting 12.X-type
The positioning card extension bar 15 of 12 one end of truss frame for connecting is arranged in Side fascia 2, and according to specific intensity requirement, positioning card extension bar 15
It can be connected with the longitudinal reinforcement 3 in Side fascia 2；Two screw threads for fastening portions 16 of 12 other end of X-type truss frame for connecting, then set respectively
It sets in lining 7 in the reserved locking hole 10 of indoor side.The screw threads for fastening portion 16 of X-type truss frame for connecting 12 is existed by setting
Fastening nut 11 in reserved locking hole 10 is connected with lining 7.
, it is understood that in order to further enhance the heat insulation effect of wall, the close indoor side of lining 7 is disposed with
In the reserved locking hole 10 of fastening nut 11, it is filled with foam filler.Also, it can be set between lining 7 and intermediate insulating layer 6
It is equipped with hydroelectric line 9；To be conducive to the concealed wiring of PERT heating line and hydroelectric system pipeline, to facilitate line layout
Meanwhile the utilization rate of the interior space is effectively promoted, shorten the construction period, reduces construction cost, reduce the generation of building waste.It should
The use of active low energy consumption precast concrete truss structure wall, can effectively avoid the generation of cold bridge, enhances the entirety of wall
Non-deformability.Also, due to the special designing of heating line in excellent thermal insulation property and wall, so that the truss structure wall
The cold air that body can be generated using the heat and underground that solar heat-collection plate generates, allows indoor winter is not cold, summer is not hot；Into
And energy conservation and environmental protection is realized to the maximum extent.
Claims (7)
1. a kind of active low energy consumption precast concrete truss structure wall, including Side fascia (2), it is characterised in that: described outer
The inside of wallboard (2) is respectively arranged with equidistant, interlaced arrangement longitudinal reinforcement (3) and transverse steel (4), Side fascia (2) court
Outdoor outside is provided with exterior wall finish layer (1)；It is provided with lining (7) on the inside of the Side fascia (2), lining (7)
Inside be also respectively arranged with equidistant, interlaced arrangement longitudinal reinforcement (3) and transverse steel (4), lining (7) is towards interior
Side be provided with inner wall finishing layer (8)；Intermediate insulating layer (6) are provided between the lining (7) and Side fascia (2), in
Between be connected respectively by organic bonding layer (5) with Side fascia (2) and lining (7) inside and outside insulating layer (6)；Also, two
The Side fascia (2) of side is also connected by several groups X-type truss frame for connecting (12) fastening with lining (7).
2. active low energy consumption precast concrete truss structure wall according to claim 1, it is characterised in that: the X
Type truss frame for connecting (12) is made of the first truss rod (13) and the second truss rod (14), and the first truss rod (13) and the second truss
Bar (14) is in the structure type of arranged crosswise；One end setting of the first truss rod (13) and the second truss rod (14) of arranged crosswise
Have positioning card extension bar (15), the both ends of positioning card extension bar (15), it is same with the first truss rod (13) and the second truss rod (14) respectively
The end of side is connected；The first truss rod (13) of arranged crosswise and the other end of the second truss rod (14), are respectively arranged with spiral shell
Line fastening part (16)；Positioning card extension bar (15) setting of X-type truss frame for connecting (12) one end is in Side fascia (2)；X-type truss frame for connecting
(12) two screw threads for fastening portions (16) of the other end are then separately positioned on lining (7) close to the reserved locking hole of indoor side
(10) in, the screw threads for fastening portion (16) of X-type truss frame for connecting (12) is connected by fastening nut (11) with lining (7).
3. active low energy consumption precast concrete truss structure wall according to claim 2, it is characterised in that: in described
Wallboard (7) close to indoor side, be disposed in the reserved locking hole (10) of fastening nut (11) and be filled with foam filler.
4. active low energy consumption precast concrete truss structure wall according to claim 1, it is characterised in that: in described
Hydroelectric line (9) are provided between wallboard (7) and intermediate insulating layer (6).
5. active low energy consumption precast concrete truss structure wall according to claim 1, it is characterised in that: in described
Between between insulating layer (6) and Side fascia (2) and lining (7), be respectively arranged with fireproof mezzanine；Fireproof mezzanine is to be prevented fires by phosphorus magnesium
Composite fireproof material filled layer made of plate and cement board intersecting arrangement.
6. active low energy consumption precast concrete truss structure wall according to claim 1, it is characterised in that: described outer
The intermediate insulating layer (6) being arranged between wallboard (2) and lining (7), by organic foaming insulation board or inorganic rock-wool heat insulation plate structure
At.
7. active low energy consumption precast concrete truss structure wall according to claim 1, it is characterised in that: described outer
The longitudinal reinforcement (3) of setting and the transverse direction and longitudinal direction spacing of transverse steel (4) are inside wallboard (2) and lining (7)
200mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821041427.6U CN208415678U (en) | 2018-07-03 | 2018-07-03 | Active low energy consumption precast concrete truss structure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821041427.6U CN208415678U (en) | 2018-07-03 | 2018-07-03 | Active low energy consumption precast concrete truss structure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415678U true CN208415678U (en) | 2019-01-22 |
Family
ID=65108050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821041427.6U Expired - Fee Related CN208415678U (en) | 2018-07-03 | 2018-07-03 | Active low energy consumption precast concrete truss structure wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208415678U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258912A (en) * | 2019-05-13 | 2019-09-20 | 中州装备制造股份有限公司 | Construction wall and production method |
| CN112060737A (en) * | 2020-09-21 | 2020-12-11 | 南京工业职业技术大学 | High-strength polyurethane material |
-
2018
- 2018-07-03 CN CN201821041427.6U patent/CN208415678U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258912A (en) * | 2019-05-13 | 2019-09-20 | 中州装备制造股份有限公司 | Construction wall and production method |
| CN112060737A (en) * | 2020-09-21 | 2020-12-11 | 南京工业职业技术大学 | High-strength polyurethane material |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190122 Termination date: 20210703 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |