CN206538902U - A kind of prestressing force flyash-haydite concrete composite plate partition wall - Google Patents
A kind of prestressing force flyash-haydite concrete composite plate partition wall Download PDFInfo
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- CN206538902U CN206538902U CN201720130704.XU CN201720130704U CN206538902U CN 206538902 U CN206538902 U CN 206538902U CN 201720130704 U CN201720130704 U CN 201720130704U CN 206538902 U CN206538902 U CN 206538902U
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- composite plate
- prestressing force
- built
- groove
- fitting
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- 239000002131 composite material Substances 0.000 title claims abstract description 57
- 238000005192 partition Methods 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 title claims abstract description 22
- 239000011120 plywood Substances 0.000 claims abstract description 13
- 238000009434 installation Methods 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000010881 fly ash Substances 0.000 claims description 4
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 238000007747 plating Methods 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 abstract description 4
- 230000006978 adaptation Effects 0.000 abstract description 2
- 150000001875 compounds Chemical class 0.000 abstract description 2
- 230000001427 coherent effect Effects 0.000 description 5
- 239000000843 powder Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 206010054949 Metaplasia Diseases 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000015689 metaplastic ossification Effects 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of prestressing force flyash-haydite concrete composite plate partition wall, belongs to non-load bearing wall technical field, solves adjustable compound board prestress, composite plate simple installation, long-lived technical problem, and solution is：Upper built-in fitting bottom is respectively fixedly connected with the two ends of string wire skeleton with lower built-in fitting upper end, prestressing force adjuster is provided with the middle part of string wire skeleton, some string wire skeletons be arrangeding in parallel constitute mounting framework, mounting framework both sides are respectively arranged with composite plate, the composite plate includes positive composite plate and plywood repeatedly, positive composite plate is oppositely arranged with plywood repeatedly, and the adjacent composite plate in left and right is correspondingly arranged on the concavo-convex tongue and groove of installation.The utility model realizes the high-strength light of partition wall, durable, insulation, and sound insulation, the function of antidetonation, and short construction period are capable of the demand of flexible adaptation construction market.
Description
Technical field
The utility model belongs to non-load bearing wall technical field, is related to kitchen, toilet bath room partition wall, pipe well, mechanical floor partition wall, well
Lower airtight partition wall etc., more particularly to a kind of prestressing force flyash-haydite concrete composite plate partition wall.
Background technology
In building construction, generally require in house interim to build non-load bearing partition and play a part of separate chamber, steel
String is skeleton of the cement composite plate partition wall during cement composite board is assembled, a diameter of string wires of ф 4 or ф 6 reinforcing bar（At antirust
Reason）, it is anchored at ground in advance by being connected to（Building）Face and the gib head expansion bolt at plate bottom, it is cement composite board to tighten exceptionally straight
Mounting framework.Cement coherent mass is bonded with binding agent on string wire, in coherent mass two-side adhesive cement composite board, that is, is installed
Into required partition wall.
But the prestressing force of the string wire used in the prior art is non-adjustable, composite plate specification is small, between installation back plate
Seam it is many, influence globality attractive in appearance and partition wall, need to make coherent mass in installation process, take, consumption is artificial, consumptive material
Material, increases cost indirectly.In addition, cement composite plate partition wall installation is not exclusively solid, uninterruptedly there are 50mm neutrals centre,
The insulation of partition wall, soundproof effect are influenceed, when the later stage follows closely extension object on wallboard, if nail hangs over neutral area, it is followed closely extension power and relatively followed closely
Hang over to reduce in coherent mass and just had with the extension of use time when the weight that nail hangs object is more than when wallboard nail hangs power
There is the danger dropped, so will result in the inestimable injury of human body and property loss, the reduction of its security performance.It is heavier
Want, adhesion strength can be reduced the adhesion strength of the coherent mass of connection over time between cement composite board, glue
Caking can come off between composite plate, then the stability of wall can lower, so its safety coefficient will be reduced.
Utility model content
The purpose of this utility model is：Overcome the shortcomings of that prior art is present, the compound board prestress of solution is adjustable, composite plate
Simple installation, long-lived technical problem, the utility model provide a kind of prestressing force flyash-haydite concrete composite plate every
Wall.
The utility model is achieved by the following technical programs.
A kind of prestressing force flyash-haydite concrete composite plate partition wall, it includes built-in fitting, string wire skeleton, prestressing force regulation
Device and combined wall board, it is characterised in that：
Built-in fitting include abreast being provided with some upper built-in fittings, ground in upper built-in fitting and lower built-in fitting, roof with
Upper built-in fitting is accordingly provided with built-in fitting on some lower built-in fittings, every group and is coaxially disposed with lower built-in fitting, upper built-in fitting lower end
Portion is respectively fixedly connected with the middle part of the two ends of string wire skeleton, string wire skeleton with lower built-in fitting upper end and is provided with prestressing force adjuster,
Some string wire skeletons be arrangeding in parallel constitute mounting framework, and mounting framework both sides are respectively arranged with composite plate, and left and right is adjacent to answer
Plywood is correspondingly arranged on the concavo-convex tongue and groove of installation；
The composite plate center portion is steel fabric sheet, and steel fabric sheet both sides are respectively arranged with flyash-haydite concrete layer, powder
Flyash haydite concrete layer lateral surface is provided with grid cloth；The composite plate includes positive composite plate and plywood, positive composite plate repeatedly
It is oppositely arranged with plywood repeatedly, prestressing force adjuster position corresponding position, which is provided with positive prestressing force, in the middle part of positive composite plate mounting surface adjusts
Save two parts above and below device mounting groove, positive prestressing force adjuster mounting groove and be not provided with neck, neck is pacified with positive prestressing force adjuster
The first groove is respectively arranged between tankage, and the first groove is extended at positive composite plate lower edges；Plywood is installed repeatedly
Middle face is provided with anti-prestressing force adjuster mounting groove, the prestressing force adjuster junction of the edges of two sheets of paper with prestressing force adjuster position corresponding position
It is arranged in positive prestressing force adjuster mounting groove and anti-prestressing force adjuster mounting groove, two above and below anti-prestressing force adjuster mounting groove
Portion is respectively arranged with projection with groove position corresponding position, and projection is installed in neck, projection and anti-prestressing force adjuster mounting groove
Between be respectively arranged with the second groove with the first groove corresponding position, and the second groove is extended at positive composite plate lower edges,
The string wire skeleton junction of the edges of two sheets of paper is arranged in the first groove and the second groove.
Further, the built-in fitting is gib head expansion bolt.
Further, the flyash-haydite concrete layer binding material is aluminum sulfate salt cement, and coarse aggregate is float stone, net
Lattice cloth material is alkali-resisting glass fiber.
Further, a diameter of φ 4mm of the string wire skeleton, adjacent string wire skeleton spacing is 500mm, string wire skeleton material
For plating galvanized wire.
Further, the composite plate height × width × thickness is 3000mm × 1000mm × 25mm.
The utility model has the advantages that compared with prior art.
1st, factory normalization, the production of component metaplasia, steady quality, the complete various demands in adaptation market of specifications and models.
2nd, lightweight, conveying is installed, conveniently.
The 3rd, prestressing force adjuster is housed, prestressing force is adjustable on string wire skeleton.
4th, dry construction, it is convenient and swift, save artificial, shorten construction period, reduce building waste.
5th, it is difficult to collapse during earthquake, seismic behavior can reach 8 grades, and the anti-seismic performance and security performance of wallboard are compared with like product
It is high.
6th, an entirety is constituted with roof, ground, globality, stability are high compared with like product.
7th, insulation, soundproof effect are good.
8th, thickness of slab 50mm is less than conventional partition wall 120mm, and house usable area is added compared with like product.
9th, energy-conserving and environment-protective, green building material.
Brief description of the drawings
Fig. 1 is that the utility model unitary side regards schematic cross-sectional view.
Fig. 2 is string wire skeleton cross section structure diagram.
Fig. 3 is positive composite plate structure schematic diagram.
Embodiment
The utility model is elaborated with reference to embodiment, the present embodiment is with technical solutions of the utility model
Premised on it is lower implemented, give detailed embodiment and specific operating process, but protection domain of the present utility model
It is not limited to following embodiments.
As shown in Fig. 1 ~ 3, a kind of prestressing force flyash-haydite concrete composite plate partition wall, it includes built-in fitting, string wire bone
Frame 5, prestressing force adjuster 7 and combined wall board, it is characterised in that：
Built-in fitting includes abreast being provided with some upper built-in fittings 3, ground 2 in upper built-in fitting 3 and lower built-in fitting 4, roof 1
In built-in fitting 3 on some lower built-in fittings 4, every group be accordingly installed with upper built-in fitting 3 be coaxially disposed with lower built-in fitting 4, it is upper pre-
The bottom of embedded part 3 is respectively fixedly connected with the two ends of string wire skeleton 5 with the lower upper end of built-in fitting 4, and the middle part of string wire skeleton 5 is provided with pre-
Draught control mechanism 7 is answered, some string wire skeletons 7 be arrangeding in parallel constitute mounting framework, and mounting framework both sides are respectively arranged with composite plate,
The adjacent composite plate in left and right is correspondingly arranged on the concavo-convex tongue and groove of installation；
The composite plate center portion is steel fabric sheet, and steel fabric sheet both sides are respectively arranged with flyash-haydite concrete layer, powder
Flyash haydite concrete layer lateral surface is provided with grid cloth；The composite plate includes positive composite plate 8 and plywood 6 repeatedly, is just combined
Plate 8 is oppositely arranged with plywood 6 repeatedly, is provided with the middle part of the positive mounting surface of composite plate 8 with the position corresponding position of prestressing force adjuster 7 just pre-
Answer draught control mechanism mounting groove 82, positive prestressing force adjuster mounting groove about 82 two parts be not provided with neck 81, neck 81 with just
The first groove 83 is respectively arranged between prestressing force adjuster mounting groove 82, and the first groove 83 is extended in positive composite plate 8
Lower edge；Anti- prestressing force adjuster is provided with the middle part of the mounting surface of plywood 6 with the position corresponding position of prestressing force adjuster 7 repeatedly to install
Groove, the junction of the edges of two sheets of paper of prestressing force adjuster 7 is arranged in positive prestressing force adjuster mounting groove 82 and anti-prestressing force adjuster mounting groove,
Two are respectively arranged with projection 61 with groove position corresponding position above and below anti-prestressing force adjuster mounting groove, and projection 61 is installed on neck
In 81, the second groove is respectively arranged with the corresponding position of the first groove 83 between projection 61 and anti-prestressing force adjuster mounting groove, and
And second groove extend at positive composite plate lower edges, the junction of the edges of two sheets of paper of string wire skeleton 5 is arranged at the first groove 83 and second recessed
In groove.
Further, the built-in fitting is gib head expansion bolt.
Further, the flyash-haydite concrete layer binding material is aluminum sulfate salt cement, and coarse aggregate is float stone, net
Lattice cloth material is alkali-resisting glass fiber.
Further, a diameter of φ 4mm of the string wire skeleton 5, the adjacent spacing of string wire skeleton 5 is 500mm, string wire skeleton 5
Material is plating galvanized wire.
Further, the composite plate height × width × thickness is 3000mm × 1000mm × 25mm.
It is as follows using process：First, some built-in fittings are fixedly mounted on roof 1 and ground 2, prestressing force adjuster 7 is pacified
Loaded on string wire skeleton 5, the two ends of string wire skeleton 5 are individually fixed in built-in fitting 3 and on lower built-in fitting 4, regulation built-in fitting is in room
Top 1 and the distance in ground 2 so that string wire skeleton is exceptionally straight；Secondly, prestressing force adjuster is adjusted so that kept in string wire skeleton 5
Prestressing force；The junction of the edges of two sheets of paper of prestressing force adjuster 7 is arranged in positive prestressing force adjuster mounting groove 82 and anti-prestressing force adjuster mounting groove,
Projection 61 is installed in neck 81, and the junction of the edges of two sheets of paper of string wire skeleton 5 is arranged in the first groove 83 and the second groove, by positive composite plate 8 with
Plywood 8 is fastened on the both sides of string wire skeleton 5 repeatedly；Finally, adjacent composite plate is spliced by installing concavo-convex tongue and groove, completes prestressing force powder
Flyash haydite concrete slab partition wall is installed.
It is described above, embodiment only of the present utility model, but protection domain of the present utility model do not limit to
It is any to be familiar with those skilled in the art in the technical scope that the utility model is disclosed in this, the change that can be readily occurred in
Or replace, it should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with the power
The protection domain that profit is required is defined.
Claims (5)
1. a kind of prestressing force flyash-haydite concrete composite plate partition wall, it includes built-in fitting, string wire skeleton（5）, prestressing force adjust
Save device（7）And combined wall board, it is characterised in that：
Built-in fitting includes upper built-in fitting（3）With lower built-in fitting（4）, roof（1）In some upper built-in fittings are abreast installed（3）,
Ground（2）In with upper built-in fitting（3）Some lower built-in fittings are accordingly installed（4）, built-in fitting on every group（3）With lower built-in fitting
（4）It is coaxially disposed, upper built-in fitting（3）Bottom and lower built-in fitting（4）Upper end is respectively fixedly connected with string wire skeleton（5）Two
End, string wire skeleton（5）Middle part is provided with prestressing force adjuster（7）, some string wire skeletons be arrangeding in parallel（7）Constitute and bone is installed
Frame, mounting framework both sides are respectively arranged with composite plate, and the adjacent composite plate in left and right is correspondingly arranged on the concavo-convex tongue and groove of installation；
The composite plate center portion is steel fabric sheet, and steel fabric sheet both sides are respectively arranged with flyash-haydite concrete layer, flyash
Haydite concrete layer lateral surface is provided with grid cloth；The composite plate includes positive composite plate（8）With plywood repeatedly（6）, just it is combined
Plate（8）With plywood repeatedly（6）It is oppositely arranged, positive composite plate（8）With prestressing force adjuster in the middle part of mounting surface（7）Position corresponding position is set
It is equipped with positive prestressing force adjuster mounting groove（82）, positive prestressing force adjuster mounting groove（82）Two parts are not provided with neck up and down
（81）, neck（81）With positive prestressing force adjuster mounting groove（82）Between be respectively arranged with the first groove（83）, and first is recessed
Groove（83）Extend to positive composite plate（8）At lower edges；Plywood repeatedly（6）With prestressing force adjuster in the middle part of mounting surface（7）Position
Corresponding position is provided with anti-prestressing force adjuster mounting groove, the prestressing force adjuster（7）The junction of the edges of two sheets of paper is arranged at positive prestressing force adjuster
Mounting groove（82）With in anti-prestressing force adjuster mounting groove, above and below anti-prestressing force adjuster mounting groove two it is corresponding with groove position
Place is respectively arranged with projection（61）, projection（61）It is installed on neck（81）In, projection（61）With anti-prestressing force adjuster mounting groove
Between with the first groove（83）Corresponding position is respectively arranged with the second groove, and the second groove extends to positive composite plate lower edges
Place, the string wire skeleton（5）The junction of the edges of two sheets of paper is arranged at the first groove（83）With in the second groove.
2. a kind of prestressing force flyash-haydite concrete composite plate partition wall according to claim 1, it is characterised in that：It is described
Built-in fitting is gib head expansion bolt.
3. a kind of prestressing force flyash-haydite concrete composite plate partition wall according to claim 1, it is characterised in that：It is described
Flyash-haydite concrete layer binding material is aluminum sulfate salt cement, and coarse aggregate is float stone, and grid cloth material is alkali-resisting glass fiber.
4. a kind of prestressing force flyash-haydite concrete composite plate partition wall according to claim 1, it is characterised in that：It is described
String wire skeleton（5）A diameter of φ 4mm, adjacent string wire skeleton（5）Spacing is 500mm, string wire skeleton（5）Material is plating galvanized wire.
5. a kind of prestressing force flyash-haydite concrete composite plate partition wall according to claim 1, it is characterised in that：It is described
Composite plate height × width × thickness is 3000mm × 1000mm × 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720130704.XU CN206538902U (en) | 2017-02-14 | 2017-02-14 | A kind of prestressing force flyash-haydite concrete composite plate partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720130704.XU CN206538902U (en) | 2017-02-14 | 2017-02-14 | A kind of prestressing force flyash-haydite concrete composite plate partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206538902U true CN206538902U (en) | 2017-10-03 |
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ID=59948651
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720130704.XU Expired - Fee Related CN206538902U (en) | 2017-02-14 | 2017-02-14 | A kind of prestressing force flyash-haydite concrete composite plate partition wall |
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| Country | Link |
|---|---|
| CN (1) | CN206538902U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700176A (en) * | 2021-07-20 | 2021-11-26 | 中国矿业大学 | Segmental prestress assembling method for prefabricated partition wall board with holes |
-
2017
- 2017-02-14 CN CN201720130704.XU patent/CN206538902U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700176A (en) * | 2021-07-20 | 2021-11-26 | 中国矿业大学 | Segmental prestress assembling method for prefabricated partition wall board with holes |
| CN113700176B (en) * | 2021-07-20 | 2022-04-22 | 中国矿业大学 | Segmental prestress assembling method for prefabricated partition wall board with holes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Shi Suolao Inventor before: Shi Suoyu |
|
| CB03 | Change of inventor or designer information | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171003 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |