CN205259447U - Anti of assembled, cracking resistance light partition wall board - Google Patents
Anti of assembled, cracking resistance light partition wall board Download PDFInfo
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- CN205259447U CN205259447U CN201521080293.5U CN201521080293U CN205259447U CN 205259447 U CN205259447 U CN 205259447U CN 201521080293 U CN201521080293 U CN 201521080293U CN 205259447 U CN205259447 U CN 205259447U
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- plate body
- supporting network
- assembled
- folding
- partition board
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Abstract
The utility model relates to a partition plate, purpose provide that a quality is light, anti rolls over that the anti -bending strength is excellent, assembled partition plate low, low cost is rateed to shrinkage/swelling. The anti of assembled, cracking resistance light partition wall board package rubbing board body, be equipped with the supporting network of taking the net in the plate body, the supporting network comprises the wire rod connection, the whole cross -section on width direction of supporting network is " S " shape, and the both ends of " S " shape are located plate body width direction's both sides respectively. Consequently the utility model discloses a partition plate say on the whole better heat preservation has, thermal -insulated, sound insulation, antily split, resistance to compression, antidetonation, anti deformation, anti expend with heat and contract with cold effect, and processing, efficiency of construction also can show to be improved.
Description
Technical field
The utility model relates to a kind of partition plate, is specifically related to a kind of assembling type partition wall plate.
Background technology
Building partition, as non bearing structure, mainly works to cut apart space. Traditional everyWalling material is mainly brick block. Brick block partition wall density is large, body of wall is thicker, and efficiency of construction is low.
In prior art, there is pre-formed, site-assembled partition plate. Prefabricated partition boardNamely for the prefabricated batten of body of wall of interior of building partition wall. Existing partition plate comprises glass fibreRefinforced cement batten, glass fiber reinforced gypsum hollow lath, steel wire (steel wire) refinforced cementBatten, lightweight concrete batten, compound sandwich light lath etc. Structure is all that establish plate body inside conventionallyPut supporting network.
But the poor performance such as the anti-folding of existing partition plate ubiquity, bending resistance, impact resistance, hanging forceDefect. In order to improve the bend resistance performance of partition plate, be all conventionally adopt bending supporting network orEncrypt reinforcing bar and arrange to increase number of steel bars, or increase the way of bar gauge. Although can separate like thisThe certainly problem of bend resistance, but material cost is high, plate body weight increases. And still do not solve swollenThe defect of the poor performance such as swollen shrinkage factor; Plate and plate junction shrinkage joint are excessive, easily cause plate seam placeCracking, loosening.
In prior art, also there is the partition plate that ratio of shrinkage swelling is low. It adopts in cement conventionallyDoping modifying agent, the method that changes the ratio of shrinkage swelling of cement realizes. Though can solve like this partition plateDeformation problems under expanding with heat and contract with cold, but material cost is high and the easy expire of modifying agent.
Summary of the invention
The purpose of this utility model is to provide light, the anti-folding anti-bending strength of a kind of quality excellence, expands and receiveThe assembling type partition wall plate that shrinkage is low, with low cost.
For achieving the above object, the technical scheme that the utility model adopts is: a kind of assemblingThe anti-folding of formula, cracking resistance light cellular partition board, comprise plate body, is provided with the support with grid in described plate bodyNet, described supporting network is connected and composed by wire rod; The cross section of supporting network on width is " S "Shape, the two ends of serpentine lay respectively at the both sides of plate body width.
Preferably, the length direction of wire rod being projected as on plate body plate face is skewed.
Preferably, the mesh shape of described supporting network is rhombus.
Preferably, described supporting network is long straight reinforcing bar diagonal cross welding formation, described rhombus netThe angle at one group of diagonal angle of lattice is 60 degree.
Preferably, described supporting network is arranged at least two along the width of plate body.
Preferably, on the plate face of described plate body, be equipped with fibrous mesh cloth.
Preferably, the two sides of described plate body width be provided with cooperatively interact male tenon, motherTenon and seam groove.
Preferably, described plate body is formed by concreting, and described concrete aggregate is lightweight materialMaterial.
Useful technique effect of the present utility model is: in plate body, be equipped with supporting network. Supporting network entiretyBe arranged to after " S " type, the circular arc at supporting network two ends can be resisted plate body expansion betterPower or contraction power. So wallboard in the time of the variation of temperature, humidity, the expansion of generation or contractionCan absorb from the supported net of all angles. Therefore, in the situation that online material use quantity is equal to, adopt thisThe partition plate of the supporting network of patent can obviously increase anti-deformation nature and the anti-expansion and contraction of plate bodyEnergy. Meanwhile, plate body is made up of light material. Therefore partition plate of the present utility model is said tool on the wholeThere are better insulation, heat insulation, sound insulation, cracking resistance, resistance to compression, antidetonation, anti-deformation, anti-expanding with heat and contract with coldEffect; And processing, efficiency of construction also can significantly improve.
Brief description of the drawings
Fig. 1 is the cross section structure schematic diagram of partition plate;
Fig. 2 be supporting network wire side schematic diagram;
Fig. 3 is the perspective view of supporting network;
Fig. 4 is the layout schematic diagram of supporting network;
Fig. 5 is the layout schematic diagram of the another kind of embodiment of supporting network;
Fig. 6 is the layout schematic diagram of the another kind of embodiment of supporting network;
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
In conjunction with shown in Fig. 1-4, the anti-folding of described assembled, cracking resistance light cellular partition board, comprise plateBody 1, in described plate body 1, be provided with grid supporting network 3, described plate body 1 is by concreteBuild and form. After described supporting network 3 bendings, cross section is S font, also can regard " ∽ " word asShape. The bending technique of supporting network 3 is simple like this, in the time that plate body 1 is stressed, because S font hasLarge anti-dilation rigidity, can effectively improve the anti-dilation failing load of plate body 1. " S "The two ends of shape lay respectively at the both sides of plate body 1 width. If plate body is expanded with heat and contract with cold, produceRaw inside or outside internal stress, the arc at serpentine two ends can effectively fetter plate body, greatly reducesThe crack that the deformation of expanding with heat and contract with cold causes and loosening.
In conjunction with shown in Fig. 2, described supporting network 3 is made up of wire rod, and the length direction of wire rod is at plateBeing projected as on body 1 plate face is skewed. The projection that is to say wire rod had both been not parallel to the wide of plate faceSpend direction, be also not parallel to height or the length direction of plate face. Plate body 1 and supporting network 3 edge wheelsExterior feature is all rectangle; In practice, also having plate face is the trapezoidal plate body 1 that waits pattern, also can be set toThe projection of length of wires direction on plate face is skewed. Fig. 2 does not draw the entirety of supporting network, onlyIntercept a part, embody more intuitively skewed in plate body projection of length of wires direction.
The wire rod that forms supporting network 3 can be selected highstrenghtpiston, alloy material, traditional reinforcing bar etc.,Here we are taking reinforcing bar as example. If employing reinforcing bar, the connection between reinforcing bar adopts welding conventionallyOr steel wire is fastening, simple and convenient, cost is low. As shown in Figure 2,3, described supporting network 3Grid 2 be shaped as rhombus. Clear in order to illustrate, Fig. 1,2 and drawing below in supporting network 3End face or only simply signal of cross section, and do not draw in detail the cross section, termination of reinforcing bar. Fig. 3 forShow more exactly the global shape of supporting network, therefore do not draw concrete network. Certainly,Supporting network 3 peripheries also can welded reinforcement frame.
In the different embodiments of supporting network 3, with shown in Fig. 2,3, supporting network 3 is long straight steelMuscle diagonal cross welding forms, and the grid 2 of supporting network 3 is rhombus, a group pair of network 2The angle at angle is 60 degree optimums. One group of diagonal angle 60 is spent, and namely another group diagonal angle is 120 degree.Each reinforcing bar and vertical direction form an acute angle angle be 60 degree, supplementary angle corresponding be exactly 120 degreeObtuse angle. Supporting network 3 is easy to process like this, and amount of reinforcement is economized most. Rhombus has anisotropy,The supporting network 3 of same widths and same diameter, the moment of inertia of the acute angle direction of rhombus is greater than squareThe moment of inertia. In this kind of embodiment, when partition plate is subject to bending function, the stress surface of reinforcing bar isEllipse, the circular stress surface of the reinforcing bar of vertically arranging is much larger. Shape size is identical, reinforcing bar is usedMeasure identical supporting network 3, acute angle is the supporting network 3 acute angle directions of the network 2 of 60 degreeBending rigidity, is about the smooth vertical and horizontal layout of reinforcing bar and is the supporting network bending rigidity that square net is arranged1.73 times.
In the utility model, on rhombic supporting net 3, all wire rod can be shared the bending that plate body 1 is subject toActive force. And wire rod is arranged to after rhombus wire side that acute angle is 60 degree, the stressed cross section of wire rodWhile more vertically layout, enlarge markedly. Therefore, in the situation that online material use quantity is equal to, adopt this practicality newWhen the supporting network 3 of type, no matter and the wire side of supporting network 3 with respect to plate body 1 plate face tilt or flatOK; No matter also supporting network 3 wire side bendings or straight; Partition plate bending resistance, anti-folding, anti-contraction are swollenSwollen performance can be significantly improved compared with prior art.
Add man-hour, the height of supporting network 3 is less than the height of plate body 1; Supporting network 3 is placed on to mouldFixing in tool, then casting concrete. Supporting network 3 can be cast in to plate body 1 inside. DescribedSupporting network 3 in plate body 1, be evenly arranged more than two. It can be the width along plate body 1Being disposed in order, can be also to arrange two-layer along the thickness direction of plate body 1. So that increase partition plateOverall bend resistance, anti-convergent-divergent performance.
Being more preferably supporting network 3 is evenly arranged multiple along plate body 1 width. Namely S font props upSupport net 3 is arranged multiple along plate body 1 width. Multiple S fonts like this can be interrupted,S font supporting network 3 is that shown in 2, Fig. 6, supporting network 3 is 3 as shown in Figure 5.
As shown in Figure 4,5, the S font supporting network 3 of network 2 is interrupted the mode of arranging,Under the amount of reinforcement condition suitable with plate body specification gross weight, the anti-folding rigidity of partition plate entiretyThe anti-folding rigidity of anyhow arranging common reinforcing bar improves more than 2 times, continuous compared with S font on supporting network 3The mode fracture resistance of arranging also obviously improves, and more economizes reinforcing bar.
Shown in Fig. 1, on the plate face of described plate body 1, be equipped with fibrous mesh cloth 4. Be provided withThe plate body 1 of fibrous mesh cloth 4 can effectively increase the hot strength of plate face, reduces concrete and supportsProtect the generation in crack in process, thereby form cracking resistance effect. Fibrous mesh cloth 4 generally by rock wool cloth,The organic or inorganic materials such as glass-fiber-fabric are made.
While carrying out the processing of plate seam between partition plate, the grid cloth, nonwoven or the steel that connect for plate seamSilk screen meeting projecting plate face, affects the surfacing of metope. Establish the both sides of the edge of plate body 1 widthThe seam groove 13 of putting just can hold the materials such as the grid cloth of plate seam connection, increases plate body 1 and constructsThe planarization on back wall surface.
The two sides of plate body 1 width connect with adjacent partition plate conventionally, and this side can bePlane. The two sides that are more preferably plate body 1 width be provided with cooperatively interact public tenon 11,Female tenon 12 and seam groove 13. The male tenon 11, the female tenon 12 that cooperatively interact, can strengthen connection area,Increase the docking intensity between plate body 1. In addition, concrete aggregate is light material, for example:Granular polystyrene, light ceramic etc. Can reduce like this overall weight of partition plate, play lightweight,Insulation, heat insulation, sound insulation effect.
Claims (8)
1. the anti-folding of assembled, a cracking resistance light cellular partition board, comprises plate body (1), its featureBe: in described plate body (1), be provided with supporting network (3), described supporting network (3) is connected by wire rodForm; And the cross section of supporting network (3) entirety on width is serpentine, serpentineTwo ends lay respectively at the both sides of plate body (1) width.
2. the anti-folding of assembled according to claim 1, cracking resistance light cellular partition board, its spyLevy and be: the length direction of described wire rod being projected as on plate body (1) plate face is skewed.
3. the anti-folding of assembled according to claim 2, cracking resistance light cellular partition board, its spyLevy and be: the grid (2) of described supporting network (3) is shaped as rhombus.
4. the anti-folding of assembled according to claim 3, cracking resistance light cellular partition board, its featureBe: described supporting network (3) is long straight reinforcing bar diagonal cross welding formation, described rhombus netThe angle at one group of diagonal angle of lattice (2) is 60 degree.
5. the anti-folding of assembled according to claim 1, cracking resistance light cellular partition board, its spyLevy and be: described supporting network (3) is arranged at least two along the width of plate body (1).
6. according to the anti-folding of assembled described in any one claim in claim 1-5, anti-Cracking light cellular partition board, is characterized in that: on the plate face of described plate body (1), be equipped with fleeceGe Bu (4).
7. according to the anti-folding of assembled described in any one claim in claim 1-5, anti-openingSplit light cellular partition board, it is characterized in that: the two sides of described plate body (1) width are provided withCooperatively interact male tenon (11), female tenon (12) and seam groove (13).
8. according to the anti-folding of assembled described in any one claim in claim 1-5, anti-openingSplit light cellular partition board, it is characterized in that: described plate body (1) is formed by concreting, described inConcrete aggregate is light material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521080293.5U CN205259447U (en) | 2015-12-22 | 2015-12-22 | Anti of assembled, cracking resistance light partition wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521080293.5U CN205259447U (en) | 2015-12-22 | 2015-12-22 | Anti of assembled, cracking resistance light partition wall board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205259447U true CN205259447U (en) | 2016-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521080293.5U Expired - Fee Related CN205259447U (en) | 2015-12-22 | 2015-12-22 | Anti of assembled, cracking resistance light partition wall board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205259447U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113912419A (en) * | 2021-11-25 | 2022-01-11 | 浙江方远新材料股份有限公司 | Ceramsite aerated concrete block and production process thereof |
-
2015
- 2015-12-22 CN CN201521080293.5U patent/CN205259447U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113912419A (en) * | 2021-11-25 | 2022-01-11 | 浙江方远新材料股份有限公司 | Ceramsite aerated concrete block and production process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160525 Termination date: 20201222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |