CN206800698U - A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node - Google Patents
A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node Download PDFInfo
- Publication number
- CN206800698U CN206800698U CN201720487217.9U CN201720487217U CN206800698U CN 206800698 U CN206800698 U CN 206800698U CN 201720487217 U CN201720487217 U CN 201720487217U CN 206800698 U CN206800698 U CN 206800698U
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- styrofoam
- groove
- tongue
- prefabricated board
- light
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Abstract
The utility model discloses a kind of combined assembled wall of light-duty styrofoam of novel local cast-in-place node, wall is formed by connecting by several piece prefabricated board, styrofoam is filled with wherein in every piece of prefabricated board, styrofoam border is wrapped with foaming screed, steel wire is provided with foaming screed, two sides of prefabricated board are provided with tongue and groove, it is connected between contiguous prefabricated plate by tongue and groove, skeleton reinforcing steel bar is provided with tongue and groove, skeleton reinforcing steel bar connects into an entirety with the steel wire in prefabricated board plate body, and the top and bottom setting of prefabricated board is fluted.Local cast-in-place node construction and oblique abdomen muscle is set to carry out the reinforcement of wall at the longitudinal section of contiguous prefabricated plate.Beneficial effect：Make simply, meet stress characteristic, practical, using styrofoam and the foaming compound wallboard with tongue and groove of mortar, from heavy and light, heat insulation effect significantly improves, and can produce in batches and realize fabricated construction, there is preferable anti-seismic performance.
Description
Technical field
A kind of combined assembled wall is the utility model is related to, the light-duty of more particularly to a kind of novel local cast-in-place node gathers
The combined assembled wall of benzene plate.
Background technology
At present, light-duty steel wire net rack styrofoam concrete component is widely used in wall body structure, and it has many advantages, such as,
It is such as light, good effect of heat insulation, easy for construction.But easily there is the situation that entire plate fractures in production and installation process,
Batch production and a wide range of popularization of fabricated construction are had a strong impact on.
The content of the invention
The purpose of this utility model is that solve existing styrofoam concrete component producing and entire plate in installation process
The problem of frangibility, while produce a kind of the light-duty of the novel local cast-in-place node provided with fabricated construction in batches to realize
The combined assembled wall of styrofoam.
The combined assembled wall of light-duty styrofoam of novel local cast-in-place node provided by the utility model is pre- by several piece
Making sheet is formed by connecting, wherein being filled with styrofoam in every piece of prefabricated board, styrofoam border is wrapped with foaming screed, and foam sand
Steel wire is provided with pulp layer, two sides of prefabricated board are provided with tongue and groove, are engaged between contiguous prefabricated plate by tongue and groove
Connection, tongue and groove is interior to be provided with skeleton reinforcing steel bar, and skeleton reinforcing steel bar connects into an entirety, prefabricated board with the steel wire in prefabricated board plate body
Top and bottom set it is fluted.
Local cast-in-place node construction and oblique abdomen muscle is set to carry out the reinforcement of wall at the longitudinal section of contiguous prefabricated plate.
Producing principle of the present utility model：
It is 80-150mm by thickness, length 2400-3300mm, width is that 1200-1500mm polyphenyl plate surface pours
A layer thickness is 20-40mm foaming mortar, steel wire is set in levels foaming mortar, and set oblique abdomen muscle to make along longitudinal section
Into wallboard, above-mentioned steel wire and oblique abdomen muscle are 3-4mm using diameter, and several pieces wallboards are assembled into light-duty styrofoam combined wall, wall
Plate both sides set tongue and groove, and a diameter of 10mm reinforcing bar is set in tongue and groove, and slip casting is fixed again.Several pieces wallboards are assembled into light-duty
Styrofoam combined wall, wall upper and lower sides are fluted, by plug-type insertion, by nailing on beam as fastener, upper and lower sides groove
High-pressure grouting fixes wall.
The beneficial effects of the utility model：
Wall structure novel form provided by the utility model, make simply, meet stress characteristic, it is practical, use
Styrofoam and the foaming compound wallboard with tongue and groove of mortar, from heavy and light, heat insulation effect significantly improves, and can produce realization in batches
Fabricated construction, there is preferable anti-seismic performance, technical support provided to make assembled styrofoam combined wall assembled technique,
With good development prospect.
Brief description of the drawings
Fig. 1 is the utility model overall structure schematic front view.
Fig. 2 is the utility model overall structure schematic side view.
Fig. 3 is the cross-sectional configuration schematic diagram of prefabricated board described in the utility model.
1st, prefabricated board 2, styrofoam 3, foaming screed 4, steel wire 5, groove 6, oblique abdomen muscle 7, nailing 8, skeleton
Reinforcing bar.
Embodiment
Refer to shown in Fig. 1, Fig. 2 and Fig. 3：
The combined assembled wall of light-duty styrofoam of novel local cast-in-place node provided by the utility model is pre- by several piece
Making sheet 1 is formed by connecting, wherein being filled with styrofoam 2 in every piece of prefabricated board 1, the border of styrofoam 2 is wrapped with foaming screed 3,
Steel wire 4 is provided with foaming screed 3, two sides of prefabricated board 1 are provided with tongue and groove, pass through bumps between contiguous prefabricated plate 1
Groove is connected, and is provided with skeleton reinforcing steel bar 8 in tongue and groove, skeleton reinforcing steel bar 8 connects into the steel wire 4 in the plate body of prefabricated board 1
One entirety, the top and bottom of prefabricated board 1 set fluted 5.
Local cast-in-place node construction and oblique abdomen muscle 6 is set to carry out the reinforcement of wall at the longitudinal section of contiguous prefabricated plate.
Producing principle of the present utility model：
It is 80-150mm by thickness, length 2400-3300mm, width is that the 1200-1500mm surface of styrofoam 2 pours
A layer thickness is 20-40mm foaming mortar, steel wire 4 is set in levels foaming mortar, and set oblique abdomen muscle 6 to make along longitudinal section
It is 3-4mm that wallboard, above-mentioned steel wire and oblique abdomen muscle 6, which are made, using diameter, and several pieces wallboards are assembled into light-duty styrofoam combined wall,
Wallboard both sides set tongue and groove, and a diameter of 10mm skeleton reinforcing steel bar 8 is set in tongue and groove, and slip casting is fixed again.Several pieces wallboards assemble
Into light-duty styrofoam combined wall, wall upper and lower sides fluted 5, by plug-type insertion, fastener is used as by nailing on beam 7, on
The high-pressure grouting of downside groove 5 fixes wall.
Claims (2)
- A kind of 1. combined assembled wall of light-duty styrofoam of novel local cast-in-place node, it is characterised in that：It is prefabricated by several piece Plate is formed by connecting, wherein being filled with styrofoam in every piece of prefabricated board, styrofoam border is wrapped with foaming screed, and foam mortar Steel wire is provided with layer, and two sides of prefabricated board are provided with tongue and groove, and occlusion company is carried out by tongue and groove between contiguous prefabricated plate Connect, skeleton reinforcing steel bar is provided with tongue and groove, skeleton reinforcing steel bar connects into an entirety with the steel wire in prefabricated board plate body, prefabricated board Top and bottom set fluted.
- 2. a kind of combined assembled wall of light-duty styrofoam of novel local cast-in-place node according to claim 1, it is special Sign is：Local cast-in-place node construction and oblique abdomen muscle is set to carry out the reinforcement of wall at the longitudinal section of described contiguous prefabricated plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720487217.9U CN206800698U (en) | 2017-05-04 | 2017-05-04 | A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720487217.9U CN206800698U (en) | 2017-05-04 | 2017-05-04 | A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800698U true CN206800698U (en) | 2017-12-26 |
Family
ID=60739252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720487217.9U Expired - Fee Related CN206800698U (en) | 2017-05-04 | 2017-05-04 | A kind of light-duty styrofoam combined assembled wall of novel local cast-in-place node |
Country Status (1)
| Country | Link |
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| CN (1) | CN206800698U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915154A (en) * | 2018-09-26 | 2018-11-30 | 浙江开元新型墙体材料有限公司 | Three-dimensional reinforced mesh mechanism |
| CN109252614A (en) * | 2018-09-26 | 2019-01-22 | 浙江开元新型墙体材料有限公司 | The concrete slab of tridimensional structure formula |
| CN109296123A (en) * | 2018-09-26 | 2019-02-01 | 浙江开元新型墙体材料有限公司 | Concrete slab with reinforced mesh system |
-
2017
- 2017-05-04 CN CN201720487217.9U patent/CN206800698U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915154A (en) * | 2018-09-26 | 2018-11-30 | 浙江开元新型墙体材料有限公司 | Three-dimensional reinforced mesh mechanism |
| CN109252614A (en) * | 2018-09-26 | 2019-01-22 | 浙江开元新型墙体材料有限公司 | The concrete slab of tridimensional structure formula |
| CN109296123A (en) * | 2018-09-26 | 2019-02-01 | 浙江开元新型墙体材料有限公司 | Concrete slab with reinforced mesh system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171226 Termination date: 20180504 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |