CN206655353U - A kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire - Google Patents
A kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire Download PDFInfo
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- CN206655353U CN206655353U CN201720375256.XU CN201720375256U CN206655353U CN 206655353 U CN206655353 U CN 206655353U CN 201720375256 U CN201720375256 U CN 201720375256U CN 206655353 U CN206655353 U CN 206655353U
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- steel wire
- wall
- mesh sheet
- lobe wall
- steel plate
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Abstract
The utility model belongs to sandwich wall technical field, disclose a kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire, multilayer steel wire water acquisition mud cystosepiment mesh sheet between siphonal lobe wall and internal lobe wall is layed in including siphonal lobe wall, internal lobe wall and in interval, the siphonal lobe wall is provided with seal coating relative to the inner surface of internal lobe wall, and heat-insulation layer is filled between seal coating and internal lobe wall；The steel wire, which adopts cement-foam panel mesh sheet, includes steel wire framework, the foam plate core being filled in inside steel wire framework, and the both ends of the steel wire framework are respectively connected with connector, and connector is respectively embedded in the inside of siphonal lobe wall and internal lobe wall；The connector includes the first steel plate and the second steel plate, first steel plate and the second steel plate are equipped with positioned at the both sides up and down of steel wire frame end and also T-shaped block rubber between the two respectively, multiple grooves are offered in two opposing outer faces of the first steel plate and the second steel plate, solve the problems, such as that existing sandwich wall poor thermal insulation property, tensile strength are low.
Description
Technical field
Sandwich wall technical field is the utility model is related to, in particular it relates to which one kind adopts cement-foam panel mesh sheet with steel wire
The sandwich wall of connection.
Background technology
With the raising that people are required building function, necessity that building energy conservation turns into economic growth and social progress becomes
Gesture, it is nowadays amphitypy society in the development of hot-summer and cold-winter area due to the function that sandwich wall has stress concurrently, is incubated, goes along with sb. to guard him three aspects
The demand that can be built, and its energy saving then causes the common concern of industry.And tension member is main in traditional sandwich wall
There are two kinds of tension rib and reinforced mesh, due to construction reason, interior siphonal lobe wall may not cause to place drawknot on a horizontal plane
The inconvenience of muscle, and tension member will penetrate heat-insulation layer, because the thermal conductivity factor of steel is the 1000 of sandwich insulating layer thermal conductivity factor
More times, the due heat-insulating property of heat-insulation layer can be largely reduced, so as to have influence on the integral heat insulation effect of sandwich wall；
On the other hand the inside of existing sandwich wall is provided with the tension rib for being used for increasing stability between siphonal lobe wall and internal lobe wall,
Tension rib with external climate changes when can expand with heat and contract with cold, because tension rib is built-in the inside of sandwich wall, so
Sandwich face of wall can be caused to deform upon, influence the overall structure of sandwich wall.
Utility model content
In order to solve the above technical problems, the utility model provide it is a kind of with steel wire adopt cement-foam panel mesh sheet connect
Sandwich wall solves existing sandwich wall heat-insulating property to reach the purpose of the heat-insulating property and tensile strength that improve sandwich wall
Difference, the problem of tensile strength is low.
In order to realize above-mentioned technique effect, technical scheme provided by the utility model is：One kind uses steel wire water acquisition mud
Cystosepiment mesh sheet connection sandwich wall, including siphonal lobe wall, internal lobe wall and in interval be layed between siphonal lobe wall and internal lobe wall
Multilayer steel wire water acquisition mud cystosepiment mesh sheet, the siphonal lobe wall are provided with seal coating relative to the inner surface of internal lobe wall, sealing
Heat-insulation layer is filled between coating and internal lobe wall；The steel wire, which adopts cement-foam panel mesh sheet, to be included steel wire framework, is filled in steel
Foam plate core inside silk framework, the both ends of the steel wire framework are respectively connected with connector, and connector is respectively embedded in siphonal lobe wall
With the inside of internal lobe wall；The connector includes the first steel plate and the second steel plate, and first steel plate and the second steel plate distinguish position
It is also equipped with the both sides up and down of steel wire frame end and between the two the two-phase of T-shaped block rubber, the first steel plate and the second steel plate
To offering multiple grooves on outer surface.
Further, the siphonal lobe wall and internal lobe wall are built into by polylith hollow brick, and are provided between adjacent hollow brick
Coat of plaster；The connector is embedded into the inside of the coat of plaster.
Further, the raised end of the T-shaped block rubber is snapped onto between the first steel plate and the second steel plate, and T-shaped rubber
The two bottom sides of blob of viscose respectively with the first steel plate and the second steel plate flush.
Further, the multilayer steel wire water acquisition mud cystosepiment mesh sheet is vertically layed in siphonal lobe in direction in del
Between wall and internal lobe wall.
Further, the height spacing that the steel wire of adjacent aspect adopts between cement-foam panel mesh sheet is 400mm-
600mm。
Further, the foam plate core is made up of polystyrene foam plastics.
Further, the heat-insulation layer is set to rock cotton board.
Compared to prior art, the beneficial effects of the utility model are：
1st, the steel wire that the application uses is adopted cement-foam panel mesh sheet and is welded using cold-drawn low-carbon wire, has solder joint
Firmly, rational in infrastructure, the features such as mesh is uniform；And the cost of material is low, beneficial to being widely popularized for the application；And inside, siphonal lobe
The arrangement mode of inverted triangle shape is used between wall, realizes and rational layout distribution is carried out to the draw knot force of metope, optimize steel wire
The usage quantity of cement-foam panel mesh sheet is adopted, reduces the holistic cost of sandwich wall；
2nd, cracking resistance is good, due to steel wire adopt cement-foam panel mesh sheet can effectively dispersive stress, can be by originally can
Caused many can be dispersed into compared with minute crack compared with wide seam, so as to form the effect of its cracking resistance, prevent metope from ftractureing；And steel wire is adopted
The end of cement-foam panel mesh sheet is provided with connector, filled with T-shaped rubber blanket to provide cushion effect between connector and coat of plaster,
Prevent steel wire from adopting the metope deformation caused by expanding with heat and contract with cold of cement-foam panel mesh sheet, cause metope to ftracture；
3rd, thermal property is good, and the steel wire framework that steel wire adopts cement-foam panel mesh sheet bears pulling force, and oblique silk bears oblique silk and held
By transverse shearing force, middle polystyrene bubble smears plastics and not only mitigates deadweight but also improve heat insulation effect, the composite wall thus formed
The thermal conductivity factor of body is low, and resistance of heat transfer is high, so sandwich wall heat insulation property is good；In addition, it is provided with the inner surface of siphonal lobe wall close
Coating is sealed, further improves the heat-insulating property of heat-insulation layer；
4th, drawknot performance is good, steel wire adopt cement-foam panel mesh sheet in longitude and latitude is netted can be effectively by interior siphonal lobe wall and insulation
Layer sockets, and the connector that steel wire adopts cement-foam panel mesh sheet both ends is provided with groove, and groove can improve steel wire water acquisition mud
Connective stability and tensile strength between cystosepiment mesh sheet and interior siphonal lobe wall.
Brief description of the drawings
Fig. 1 is the steel wire water acquisition mud provided by the utility model that the sandwich that cement-foam panel mesh sheet connects is adopted with steel wire
Cystosepiment mesh sheet plane structure chart；
Fig. 2 is the inside and outside front view provided by the utility model that the sandwich that cement-foam panel mesh sheet connects is adopted with steel wire；
Fig. 3 is the steel wire water acquisition mud provided by the utility model that the sandwich that cement-foam panel mesh sheet connects is adopted with steel wire
Cystosepiment mesh sheet arranges schematic diagram；
Fig. 4 is A-A in Fig. 1 to sectional view；
Fig. 5 is the B-B direction sectional view in Fig. 1；
Fig. 6 is C-C in Fig. 2 to sectional view；
Fig. 7 is the partial enlarged drawing in Fig. 6.
Embodiment
The utility model is further described in detail with reference to specific embodiment, following word is intended to indicate that
The utility model, and unrestricted the scope of protection of the utility model.
As shown in Fig. 1-Fig. 7, the utility model can be implemented as follows, and one kind adopts cement-foam panel net with steel wire
The sandwich wall of piece connection, including siphonal lobe wall 1, internal lobe wall 2 and the multilayer being layed in interval between siphonal lobe wall 1 and internal lobe wall 2
Steel wire adopts cement-foam panel mesh sheet 13, i.e. steel wire is adopted cement-foam panel mesh sheet 13 and is distributed according to level, and the siphonal lobe wall 1 is relative
Seal coating 4 is provided with the inner surface of internal lobe wall 2, heat-insulation layer 5 is filled between seal coating 4 and internal lobe wall 2；The steel wire
Net, which adopts cement-foam panel mesh sheet 13, includes steel wire framework 3, the foam plate core 6 being filled in inside steel wire framework 3, as shown in figure 4, institute
State steel wire framework 3 and welded by the cold-drawn low-carbon wire positioned at the both sides of foam plate core 6 and the oblique silk 14 through foam plate core 6 and formed,
Wherein cold-drawn low-carbon wire bears pulling force, and oblique silk 14 bears transverse shearing force；The both ends of the steel wire framework 3 are respectively connected with connection
Part, connector are respectively embedded in the inside of siphonal lobe wall 1 and internal lobe wall 2, and connector is fixed with corresponding siphonal lobe wall 1 and internal lobe wall 2
Connection；The connector includes the first steel plate 7 and the second steel plate 8, and the steel plate 8 of the first steel plate 7 and second is located at steel wire respectively
The both sides up and down of the end of framework 3 and T-shaped block rubber 9 is also equipped between the two, the two of the first steel plate 7 and the second steel plate 8 are relative
Multiple grooves 10 are offered on outer surface, groove 10 is evenly distributed on the outer surface of the first steel plate 7 and the second steel plate 8；Institute
State the first steel plate 7 and the second steel plate 8 uses welding connecting mode between steel wire framework 3.
The siphonal lobe wall 1 and internal lobe wall 2 are built into by polylith hollow brick 11, and are provided with and are plastered between adjacent hollow brick 11
Layer 12；As shown in fig. 7, the connector to be embedded into the inside of the coat of plaster 12, coat of plaster 12 be coated on the first steel plate 7,
The outside of second steel plate 8 and T-shaped block rubber 9, the concrete of coat of plaster 12 will be filled to the first steel plate 7 and the second steel plate 8
In the groove 10 of outer surface, after coat of plaster 12 solidifies, will increase steel wire adopt cement-foam panel mesh sheet 13 and inside and outside leaf wall it
Between connective stability, improve steel wire and adopt the tensile strength of cement-foam panel mesh sheet 13, another further aspect, T-shaped block rubber 9 can be with
Play and aid in heat-insulated effect, prevent the first steel plate 7 and the second steel plate 8 to be directly transmitted heat.
The raised end of the T-shaped block rubber 9 is snapped onto between the first steel plate 7 and the second steel plate 8, and T-shaped block rubber 9
Two bottom sides respectively with the first steel plate 7 and the surface flush of the second steel plate 8；When T-shaped block rubber 9 and the first steel plate 7 of end
After being assembled with the second steel plate 8, connector is set to form cuboid shape structure；The raised end of the T-shaped block rubber 9 with the first steel
The inner surface bonding connection of the steel plate 8 of plate 7 and second；The design of this structure is, when connector is embedded in the inside of coat of plaster 12
When, T-shaped block rubber 9 is assembled between the first steel plate 7 and the second steel plate 8 and adopts cement-foam panel mesh sheet 13 relative to steel wire to provide
More preferable bearing capacity, further, the bottom of T-shaped block rubber 9 are directly contacted with coat of plaster 12 again, and cement-foam panel is adopted to steel wire
Mesh sheet 13 provides cushion effect because of expanding with heat and contract with cold for environmental factor.
As shown in figure 3, the multilayer steel wire water acquisition mud cystosepiment mesh sheet 13 is vertically layed in direction in del
Between siphonal lobe wall 1 and internal lobe wall 2, gradually it is built into by ground between siphonal lobe wall 1 and internal lobe wall 2, the wall of interior siphonal lobe wall bottom resists
Tensile strength is larger, is gradually reduced with the height increase tensile strength and stability of wall, is adopted in del laying steel wire
Cement-foam panel mesh sheet 13, be advantageous to carry out reasonable supplement to the tensile strength and stability of wall, ensure the whole of external and internal wall
Body stability；And the height spacing that the steel wire of adjacent aspect is adopted between cement-foam panel mesh sheet 13 is 400mm-
600mm, you can to strengthen the resistance to overturning of sandwich wall, the durability of wall can be improved again.
It is preferred that the foam plate core 6 is set to polystyrene foam plastics, polystyrene foam plastics can both subtract
Light dead-weight improves heat insulation effect again, and the thermal conductivity factor of the combined wall thus formed is low, and resistance of heat transfer is high, so sandwich wall is incubated
Thermal insulation is good, and the heat-insulation layer 5 is set to rock cotton board, the both sides of rock cotton board respectively with the first steel plate 7 and the inner surface of the second steel plate 8
Bonding connection.
Any one skilled in the art can readily occur in change in the technical scope that the utility model discloses
Change or replace, should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with right
It is required that described protection domain is defined.
Claims (7)
1. it is a kind of with steel wire adopt cement-foam panel mesh sheet connect sandwich wall, it is characterised in that including siphonal lobe wall, internal lobe wall with
And be layed in multilayer steel wire water acquisition mud cystosepiment mesh sheet between siphonal lobe wall and internal lobe wall in interval, the siphonal lobe wall relative to
The inner surface of internal lobe wall is provided with seal coating, and heat-insulation layer is filled between seal coating and internal lobe wall；The steel wire water acquisition
Mud cystosepiment mesh sheet includes steel wire framework, the foam plate core being filled in inside steel wire framework, and the both ends of the steel wire framework connect
Connector is connected to, connector is respectively embedded in the inside of siphonal lobe wall and internal lobe wall；The connector includes the first steel plate and second
Steel plate, first steel plate and the second steel plate are also equipped with positioned at the both sides up and down of steel wire frame end and between the two T respectively
Multiple grooves are offered in two opposing outer faces of type block rubber, the first steel plate and the second steel plate.
2. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that described
Siphonal lobe wall and internal lobe wall are built into by polylith hollow brick, and coat of plaster is provided between adjacent hollow brick；The connector insertion
To the inside of the coat of plaster.
3. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that described
The raised end of T-shaped block rubber is snapped onto between the first steel plate and the second steel plate, and the two bottom sides of T-shaped block rubber are respectively with
One steel plate and the second steel plate flush.
4. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that described
Multilayer steel wire water acquisition mud cystosepiment mesh sheet is vertically layed between siphonal lobe wall and internal lobe wall in direction in del.
5. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that adjacent
The height spacing that the steel wire of aspect adopts between cement-foam panel mesh sheet is 400mm-600mm.
6. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that described
Foam plate core is made up of polystyrene foam plastics.
7. the sandwich wall according to claim 1 that the connection of cement-foam panel mesh sheet is adopted with steel wire, it is characterised in that described
Heat-insulation layer is set to rock cotton board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720375256.XU CN206655353U (en) | 2017-04-11 | 2017-04-11 | A kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720375256.XU CN206655353U (en) | 2017-04-11 | 2017-04-11 | A kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655353U true CN206655353U (en) | 2017-11-21 |
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ID=60318619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720375256.XU Expired - Fee Related CN206655353U (en) | 2017-04-11 | 2017-04-11 | A kind of sandwich wall that the connection of cement-foam panel mesh sheet is adopted with steel wire |
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| Country | Link |
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| CN (1) | CN206655353U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109483965A (en) * | 2018-11-22 | 2019-03-19 | 遵义市世和建材有限公司 | High-intensity heat insulating material |
-
2017
- 2017-04-11 CN CN201720375256.XU patent/CN206655353U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109483965A (en) * | 2018-11-22 | 2019-03-19 | 遵义市世和建材有限公司 | High-intensity heat insulating 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: 20171121 Termination date: 20210411 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |