CN203049898U - Novel composite partition wall batten - Google Patents
Novel composite partition wall batten Download PDFInfo
- Publication number
- CN203049898U CN203049898U CN201220732084.4U CN201220732084U CN203049898U CN 203049898 U CN203049898 U CN 203049898U CN 201220732084 U CN201220732084 U CN 201220732084U CN 203049898 U CN203049898 U CN 203049898U
- Authority
- CN
- China
- Prior art keywords
- gypsum
- partition wall
- core
- chamber
- hollowcore slab
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000005192 partition Methods 0.000 title claims abstract description 27
- 239000002131 composite material Substances 0.000 title claims abstract description 25
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 34
- 239000010440 gypsum Substances 0.000 claims abstract description 34
- 239000004744 fabric Substances 0.000 claims abstract description 28
- 239000011381 foam concrete Substances 0.000 claims abstract description 16
- 239000011152 fibreglass Substances 0.000 claims description 25
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 239000003365 glass fiber Substances 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 239000011162 core material Substances 0.000 abstract 6
- 150000001875 compounds Chemical class 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 7
- 239000004568 cement Substances 0.000 description 6
- 238000005336 cracking Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000004566 building material Substances 0.000 description 3
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 2
- 239000002956 ash Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- RCJVRSBWZCNNQT-UHFFFAOYSA-N dichloridooxygen Chemical compound ClOCl RCJVRSBWZCNNQT-UHFFFAOYSA-N 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 239000000395 magnesium oxide Substances 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a novel compound partition wall slat, including hollow core plate (1) and core (2), hollow core plate (1) include gypsum (3) and pour glass fiber net check cloth (4) in gypsum (3), be equipped with cavity (5) of pouring that the interval set up in hollow core plate (1), be equipped with on the inner wall of pouring cavity (5) the protrusion and pour bonding body (6) of cavity (5) inner wall, pour core (2) that cavity (5) intussuseption was filled with the foam concrete and is made. The production process comprises the following steps: firstly, processing and preparing glass fiber mesh cloth (4) and gypsum (3), putting the glass fiber mesh cloth and the gypsum into a mold to prepare a hollow plate (1), and then pouring the prepared foam concrete core material (2) into a pouring cavity (5) of the hollow plate (1) to prepare the novel composite partition wall batten. The utility model is suitable for a non-bearing wall has light, bending resistance, shocks resistance and the characteristics that the hanging ability is strong, antidetonation and thermal property are good, and construction convenience, swift are fit for using widely.
Description
Technical field
The utility model relates to building material field, relates in particular to the framework infilled wall wallboard in the construction material field, is specifically related to that a kind of anti-seismic performance is good, mechanical property is superior and the NEW TYPE OF COMPOSITE partition wall batten of convenient and quick construction.
Background technology
Before the nineties in last century, the production of China's building material product is in always and consumes resource, the energy excessively, serious environment pollution low-level, and building operations is in extensive building level for a long time, and energy waste is serious.Along with the aggravation of global energy crisis, country carries out green building material, green walling energetically, the production of restriction loam brick and solid brick.
After 2000, many novel wall materials have appearred in succession, for example the fly ash building block that forms with agricultural crop straw, industrial residue, rivers,lakes and seas firing sludge, coal gangue sintering hollow brick, pulverized fuel ash cement etc.Composite wall material also occurs in a large number simultaneously, comprises the light porous partition wall batten of glass fiber reinforced cement, industrial ash slag concrete porous partition batten, steel wire net rack polystyrene light lath, steam-pressing aero-concrete batten, magnesia oxychloride cement thin plate composite sandwich Light trabs etc.These composite partition wall plates have characteristics separately, but also some defective, such as shrinkage strain easily, splicing unstable, cracking, poor seismic behavior etc. easily are installed.
At present, the technical level of China's novel wall material and developed country's gap are very far away, and composite board runs into a lot of problems aspect product promotion.
Summary of the invention
The purpose of this utility model is the defective that exists at existing combined wall board, provide that a kind of ductility is good, lightweight, high-strength, thermal property good, anti-seismic performance good, be applicable to the NEW TYPE OF COMPOSITE partition wall batten of non-bearing wall body.
The purpose of this utility model solves by the following technical programs:
A kind of NEW TYPE OF COMPOSITE partition wall batten, comprise hollowcore slab and be filled in the interior core of hollowcore slab, it is characterized in that described hollowcore slab comprises gypsum and is cast in the interior fiberglass gridding cloth of gypsum, be provided with the equally distributed chamber of building in the hollowcore slab, described inwall of building the chamber is provided with and protrudes the cohesive body of building cavity wall, builds and builds the core that foam concrete is made in the chamber.
Described one-sided inwall of building the chamber is provided with at least one cohesive body.
Described cohesive body is arranged along the length direction of building the chamber.
Described cohesive body employing gypsum is made and is one-body molded with hollowcore slab.
Described core adopts 600～800 grades foam concrete.
The described chamber of building is arranged along the length direction of hollowcore slab.
The production technology of described NEW TYPE OF COMPOSITE partition wall batten may further comprise the steps:
(a), employing is cut out machinery fiberglass gridding cloth is machined to required size;
(b), allotment gypsum;
(c), first layer overlay fiberglass gridding cloth in bed die, the mould that will be positioned at this layer fiberglass gridding cloth upside then arranges, then with the modulated 75-90%(wt that joins gypsum) pour in the mould, repave the last layer fiberglass gridding cloth, at last remaining allotment gypsum is built make to the mould hollowcore slab and with the integrated cohesive body of hollowcore slab;
(d), the adding frother evenly stirs in concrete, is modulated into the foam concrete core;
(e), core that foam concrete is made builds building in the chamber of prefabricated hollowcore slab, makes required NEW TYPE OF COMPOSITE partition wall batten behind the maintenance certain hour.
The otch of fiberglass gridding cloth is smooth in the described step (a) does not tie a knot.
Gypsum in described step (b) and the step (c) is made according to the mass ratio allotment of 1:0.9-1.2:1.2-1.4 by land plaster, cement, water.
The utility model has following advantage compared to existing technology:
The utility model is by building the core that foam concrete is made in hollowcore slab, in the gypsum of stable performance, add fiberglass gridding cloth, fiberglass gridding cloth in the gypsum is equivalent to steel bar in reinforced concrete, can retrain distortion and the cracking of gypsum, make the wallboard of making can not be out of shape, protruding the cohesive body of building cavity wall simultaneously embeds in the core, make core external surface and build and be difficult between the inwall in chamber breaking away from, wall plate structure mechanical property after cohesive body and core are chimeric is superior, can give full play to properties of materials, has bending resistance, shock resistance, the characteristics of hanging force superior performance are a kind of high performance partition wall battens.
Anti-seismic performance of the present utility model is good, under geological process, this wallboard can be given full play to the energy dissipation capacity of core and gypsum hollow plate, reduces the cracking of gypsum simultaneously under the constraint of fiberglass gridding cloth, improve structural damping, reduce geological process to structural damage; And have the advantages that quality is light, heat-insulating property is high and soundproof effect is good, and in actual engineering design, can design thickness and the size of wallboard according to concrete needs, can cut easy construction, quick, suitable promoting the use of arbitrarily.
Description of drawings
Accompanying drawing 1 is NEW TYPE OF COMPOSITE partition wall batten sectional view of the present utility model;
Accompanying drawing 2 is NEW TYPE OF COMPOSITE partition wall batten structural representation of the present utility model.
Wherein: 1-hollowcore slab; 2-core; 3-gypsum; 4-fiberglass gridding cloth; 5-build the chamber; 6-cohesive body.
The specific embodiment
Be further described below in conjunction with accompanying drawing and the utility model of embodiment.
As illustrated in fig. 1 and 2: a kind of NEW TYPE OF COMPOSITE partition wall batten, comprise hollowcore slab 1 and the core 2 that is filled in the hollowcore slab 1, wherein hollowcore slab 1 comprises gypsum 3 and the fiberglass gridding cloth 4 that is cast in the gypsum 3, in the gypsum 3 of stable performance, add fiberglass gridding cloth 4, fiberglass gridding cloth 4 in the gypsum 3 is equivalent to steel bar in reinforced concrete, can retrain distortion and the cracking of gypsum 3, make the wallboard of making can not be out of shape; Be provided with in the hollowcore slab 1 along the length direction of hollowcore slab 1 and arrange and the equally distributed chamber 5 of building, be provided with the cohesive body 6 that protrusion is built chamber 5 inwalls at the inwall of building chamber 5, the one-sided inwall that chamber 5 was arranged and built to cohesive body 6 along the length direction of building chamber 5 is provided with at least one cohesive body 6, when making hollowcore slab 1, cohesive body 6 employing gypsum 3 are made and are one-body molded with hollowcore slab 1, in building chamber 5, build the core 2 that foam concrete is made, core 2 adopts 600～800 grades foam concrete, after the core 2 that foam concrete is made is built and is into built in the chamber 5, the cohesive body 6 that protrusion is built chamber 5 inwalls embeds in the core 2, make core 2 external surface and build and be difficult between the inwall in chamber 5 breaking away from, wall plate structure mechanical property after cohesive body 6 and core 2 are chimeric is superior, can give full play to properties of materials, has bending resistance, shock resistance, the characteristics of hanging force superior performance are a kind of high performance partition wall battens.
The production technology of this NEW TYPE OF COMPOSITE partition wall batten may further comprise the steps: (a), adopt and to cut out machinery fiberglass gridding cloth 4 is machined to required size, the otch of fiberglass gridding cloth 4 is smooth does not tie a knot; (b), make gypsum 3 by land plaster, cement, water according to the mass ratio allotment of 1:0.9-1.2:1.2-1.4; (c), first layer overlay fiberglass gridding cloth 4 in bed die, the mould that will be positioned at this layer fiberglass gridding cloth 4 upsides then arranges, then with the modulated 75-90%(wt that joins gypsum 3) pour in the mould, repave last layer fiberglass gridding cloth 4, at last remaining allotment gypsum 3 is built make to the mould hollowcore slab 1 and with hollowcore slab 1 integrated cohesive body 6; (d), the adding frother evenly stirs in concrete, is modulated into foam concrete core 2; (e), core 2 that foam concrete is made builds building in the chamber 5 of prefabricated hollowcore slab 1, makes required NEW TYPE OF COMPOSITE partition wall batten behind the maintenance certain hour.
Embodiment 1
Embodiment of the present utility model with a kind of specification be 2000 mm * 600 mm * 120mm(long * wide * thick) the NEW TYPE OF COMPOSITE partition wall batten be that example illustrates its process.At first adopt and cut out machinery fiberglass gridding cloth 4 is machined to required size 2000 * 600(mm) (long * wide), guarantee as far as possible that the otch of fiberglass gridding cloth 4 is smooth not tie a knot; Then make gypsum 3 by land plaster, cement, water according to the mass ratio allotment of 1:0.9-1.2:1.2-1.4; (c), first layer overlay fiberglass gridding cloth 4 in bed die, the mould that will be positioned at this layer fiberglass gridding cloth 4 upsides then arranges, then with the modulated 75-90%(wt that joins gypsum 3) pour in the mould, repave last layer fiberglass gridding cloth 4, at last remaining allotment gypsum 3 is built make to the mould hollowcore slab 1 and with hollowcore slab 1 integrated cohesive body 6; (d), the adding frother evenly stirs in concrete, is modulated into foam concrete core 2; (e), core 2 that foam concrete is made builds building in the chamber 5 of prefabricated hollowcore slab 1, makes required NEW TYPE OF COMPOSITE partition wall batten behind the maintenance certain hour.
Anti-seismic performance of the present utility model is good, under geological process, this wallboard can be given full play to the energy dissipation capacity of the hollowcore slab 1 that core 2 and gypsum 3 make, and reduces the cracking of gypsum 3 simultaneously under the constraint of fiberglass gridding cloth 4, improve structural damping, reduce geological process to structural damage; And have the advantages that quality is light, heat-insulating property is high and soundproof effect is good, and in actual engineering design, can design thickness and the size of wallboard according to concrete needs, can cut easy construction, quick, suitable promoting the use of arbitrarily.
Above embodiment only is explanation technological thought of the present utility model, can not limit protection domain of the present utility model with this, every according to the technological thought that the utility model proposes, as to do on the technical scheme basis any change all falls within the utility model protection domain; The technology that the utility model does not relate to all can be realized by prior art.
Claims (6)
1. NEW TYPE OF COMPOSITE partition wall batten, comprise hollowcore slab (1) and be filled in the interior core (2) of hollowcore slab (1), it is characterized in that described hollowcore slab (1) comprises gypsum (3) and is cast in the interior fiberglass gridding cloth (4) of gypsum (3), be provided with the equally distributed chamber (5) of building in the hollowcore slab (1), described inwall of building chamber (5) is provided with and protrudes the cohesive body (6) of building chamber (5) inwall, builds and builds the core (2) that foam concrete is made in the chamber (5).
2. NEW TYPE OF COMPOSITE partition wall batten according to claim 1 is characterized in that described one-sided inwall of building chamber (5) is provided with at least one cohesive body (6).
3. NEW TYPE OF COMPOSITE partition wall batten according to claim 1 is characterized in that described cohesive body (6) is along the length direction layout of building chamber (5).
4. according to the arbitrary described NEW TYPE OF COMPOSITE partition wall batten of claim 1-3, it is characterized in that described cohesive body (6) adopts gypsum (3) to make and one-body molded with hollowcore slab (1).
5. NEW TYPE OF COMPOSITE partition wall batten according to claim 1 is characterized in that described core (2) adopts 600～800 grades foam concrete.
6. NEW TYPE OF COMPOSITE partition wall batten according to claim 1 is characterized in that the described chamber (5) of building is along the length direction layout of hollowcore slab (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220732084.4U CN203049898U (en) | 2012-12-27 | 2012-12-27 | Novel composite partition wall batten |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220732084.4U CN203049898U (en) | 2012-12-27 | 2012-12-27 | Novel composite partition wall batten |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203049898U true CN203049898U (en) | 2013-07-10 |
Family
ID=48732865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220732084.4U Expired - Lifetime CN203049898U (en) | 2012-12-27 | 2012-12-27 | Novel composite partition wall batten |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203049898U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015619A (en) * | 2012-12-27 | 2013-04-03 | 南京工业大学 | Novel composite partition wall batten and production process thereof |
-
2012
- 2012-12-27 CN CN201220732084.4U patent/CN203049898U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015619A (en) * | 2012-12-27 | 2013-04-03 | 南京工业大学 | Novel composite partition wall batten and production process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130710 |