CN202064512U - Autoclaved aerated concrete slab with steel mesh - Google Patents
Autoclaved aerated concrete slab with steel mesh Download PDFInfo
- Publication number
- CN202064512U CN202064512U CN2011200376327U CN201120037632U CN202064512U CN 202064512 U CN202064512 U CN 202064512U CN 2011200376327 U CN2011200376327 U CN 2011200376327U CN 201120037632 U CN201120037632 U CN 201120037632U CN 202064512 U CN202064512 U CN 202064512U
- Authority
- CN
- China
- Prior art keywords
- aerated concrete
- autoclaved aerated
- fabric sheet
- steel
- brace
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 70
- 239000010959 steel Substances 0.000 title claims abstract description 70
- 239000004567 concrete Substances 0.000 title claims abstract description 49
- 230000002787 reinforcement Effects 0.000 claims abstract description 22
- 239000004744 fabric Substances 0.000 claims description 63
- 210000003205 muscle Anatomy 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 13
- 239000010410 layer Substances 0.000 description 11
- 238000010586 diagram Methods 0.000 description 5
- 229910000679 solder Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 239000006004 Quartz sand Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The utility model discloses an autoclaved aerated concrete slab with a steel mesh, which comprises an aerated concrete slab body and a steel mesh framework lined inside the aerated concrete slab body. The steel mesh framework consists of a meshed structure formed by a plurality of steel wires, and the diameter of each steel wire ranges from 1.5 millimeters to 3.0 millimeters. The autoclaved aerated concrete slab with the steel mesh adopts the steel wires thinner than a reinforcing bar, the unit area of the autoclaved aerated concrete slab is reduced by nearly four times, a dispersed reinforcement structure is adopted, the autoclaved aerated concrete slab is in a more reasonable reinforcement form, and is more stable in structure, more uniform and reasonable in load carrying condition, excellent in loading performance and low in manufacturing cost, and the strength of the autoclaved aerated concrete slab is improved evidently.
Description
Technical field
The utility model relates to a kind of constructional materials, relates in particular to a kind of gauze wire cloth Autoclaved aerated concrete slabs that can be used as building masonry wall, roofing, interlayer.
Background technology
Aerated concrete products is with siliceous material and calcareous materials such as lime, cement such as flyash, quartz sand and mine tailings thereof, forms loose structure through the chemical gas generation method, obtains the New Building Materials of intensity by steam press maintenance.It has plurality of advantages such as profit is useless, energy-saving heat preserving, light weight, environmental protection, is a kind of green building material.Aerated concrete products is divided into building block and two kinds of forms of sheet material, and wherein sheet material can be divided into wallboard, roof panel and floor according to performance characteristics and purposes again.Gas concrete sheet material mainly is to be made of various forms of inner lining reinforcement cages, and cage of reinforcement wherein comprises individual net sheet, two forms such as sheet of throwing the net up and down, the at present domestic structure (see figure 1) that substantially all adopts lower net plate to make up.As shown in Figure 2, the reinforced mesh of existing cage of reinforcement is generally formed by horizontal bar 1,2 welding (solder joint 3) of vertical muscle, adopts 1,2 vertical muscle 2 of 4 horizontal bars, and material therefor is a reinforcing bar, and diameter is thick (diameter is greatly about about 4-10mm), the negligible amounts of arranging, spacing broad.As shown in Figure 3, two-layer up and down same reinforced mesh is fixed by a small amount of dowel 4, and connected mode is simpler and easy, mainly plays the overall fixed effect.As seen, the cage of reinforcement of the last lower net plate combination of using at present, its quantity of reinforcement is less, and the reinforcing bar distribute spacing is very big, and the load of sheet material is had certain influence, and last lower net plate only plays fixation after connecting, there is not extra mechanical property, and the bar diameter of selecting for use generally all very thick (diameter is greatly about about 4-10mm), therefore the shock resistance of aerated concrete panel and structural strength are affected, and the unit area steel consumption is bigger, and the manufacturing cost of sheet material is increased.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of gauze wire cloth Autoclaved aerated concrete slabs at the deficiency of above-mentioned prior art existence, it makes the distribution configuration of steel-wire carcass reasonable, the structural strength height of sheet material, load superior performance, and low cost of manufacture.
The utility model is to solve the problems of the technologies described above the technical scheme that is adopted to be:
A kind of gauze wire cloth Autoclaved aerated concrete slabs, comprise the gas concrete plate body and in be lining in steel wire mesh frame in the aerated concrete panel body; This steel wire mesh frame is made up of the net structure that several steel wires form, and described gauge of wire is the 1.5-3.0 millimeter.
Described steel wire mesh frame can be made of (being applicable to extraordinary specification aerated concrete panel) the individual layer steel fabric sheet.
Described steel wire mesh frame also can comprise connection and the cloth muscle structure between upper strata steel fabric sheet, lower floor's steel fabric sheet and this two-layer steel fabric sheet.
Described upper strata steel fabric sheet or lower floor's steel fabric sheet adopt several horizontal bars and vertical muscle to be welded.
Described upper strata steel fabric sheet and lower floor's steel fabric sheet can adopt the grid of different shape, for example have laterally zygomorphic rectangular configuration.
Described horizontal bar has eight, is that 5cm spacing, middle several photograph 10cm spacings are arranged between upper and lower 2; Described vertical muscle has 15, is that 5cm spacing, middle several are arranged according to the 10cm spacing between left and right 5.
The dowel that connection between described upper strata steel fabric sheet, the lower floor's steel fabric sheet and cloth muscle structure are used for fixing or be equipped with brace rod and connect; This brace rod adopts and disperses reinforcement structure.
The described dowel that is used for fixing connects the two ends, the left and right sides of horizontal bar up and down.
Described brace rod adopts brace, and this brace connects each four up and down of each eight horizontal bar up and down, connects first, fourth, five, eight horizontal bar respectively; And when brace connects on the root horizontal bar, keep unified angle and direction to distribute, the brace spacing is 10cm; The direction of two adjacent groups brace is opposite.
When described brace connects on the root horizontal bar, keep 15 ° of unified-75 ° of angle and directions to distribute.
The processing and fabricating method of the utility model gauze wire cloth Autoclaved aerated concrete slabs is identical with the method for conventional making aerated concrete panel: make cage of reinforcement earlier, mounting fixing parts, to fixedly fixedly drill rod preliminary treatment of cylinder mould, when compiling mould cage of reinforcement is fixed in the mould, then cage of reinforcement is carried out preservative treatment, fill concrete slip moulding then, cut into by specification tabular, autoclave mesohigh high temperature maintenance 12 hours.
Compared with prior art, the beneficial effects of the utility model are:
1, compare with existing steel mesh reinforcement aerated concrete panel, because gauze wire cloth Autoclaved aerated concrete slabs of the present utility model has adopted the steel wire (diameter greatly about about 1.5-3.0mm) thinner than reinforcing bar (diameter is greatly about about 4-10mm), unit area has been dwindled 4 times nearly, and adopt and disperse reinforcement structure, form of reinforcement is more reasonable, make structure more stable (mechanical stability is better), force-bearing situation is more even rationally, (intensity improves nearly 1 times obviously to improve intensity, promptly reduce half reinforcing bar and can reach existing steel mesh reinforcement aerated concrete panel intensity), low cost of manufacture, steel fabric sheet and steel wire mesh frame are made in the mechanization of being more convenient for.
2, steel fabric sheet also is equipped with except that the dowel connection that employing is used for fixing and adopts the brace connection that disperses connection up and down, by removing fixation after connecting, also has additionally mechanical properties such as increase impact resistance, anti-negative blast.
3, improve the stability of steel fabric sheet position in plate body, reduced generation of defects such as revealing muscle in the cutting process.
4, make the distribution of steel wire in plate body more even, improved the contact area of reinforcing bar external surface and plate body, the physical and mechanical property of sheet material integral body is excellent more, and the ability of sheet material bearing load improves.Testing result shows, gauze wire cloth Autoclaved aerated concrete slabs of the present utility model reaches and surmounted bending resistance and the load performance requirement of stipulating in " GB15762-2008 Autoclaved aerated concrete slabs ", " JIS5416 Japan Autoclaved aerated concrete slabs " two standards.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail:
Fig. 1 is the existing two cage of reinforcement perspective view of throwing the net sheet that comprise up and down;
Fig. 2 is the reinforced mesh structural representation of existing cage of reinforcement;
Fig. 3 is the cross section structure schematic diagram (the draw bail schematic diagram of two reinforced mesh promptly) of existing cage of reinforcement;
Fig. 4 is the structural representation of the utility model gauze wire cloth Autoclaved aerated concrete slabs;
Fig. 5 is the steel wire mesh frame perspective view of the utility model gauze wire cloth Autoclaved aerated concrete slabs;
Fig. 6 is the steel fabric sheet structural representation of the utility model steel wire mesh frame;
Fig. 7 is the cross section structure schematic diagram (the draw bail schematic diagram of two-layer steel fabric sheet promptly) of the utility model steel wire mesh frame; Wherein, Fig. 7 A and Fig. 7 B represent the draw bail schematic diagram of two-layer steel fabric sheet up and down that two adjacent groups brace direction is opposite.
Wherein: 1 is horizontal bar, and 2 are vertical muscle, and 3 is solder joint, and 4 is dowel; A is the gas concrete plate body, and B is a steel wire mesh frame, and 11 is horizontal bar, and 12 are vertical muscle, and 13 is solder joint; 14 is the dowel that is used for fixing, and 15 are brace.
The specific embodiment
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is described in further detail:
As shown in Figure 4, the utility model gauze wire cloth Autoclaved aerated concrete slabs comprise gas concrete plate body A and in be lining in steel wire mesh frame B in the aerated concrete panel body, steel wire mesh frame of the present utility model comprises individual layer steel fabric sheet, form such as two-layer steel fabric sheet up and down.
For an embodiment, the steel wire mesh frame of two-layer steel fabric sheet is an example to this embodiment to have up and down below in conjunction with accompanying drawing.
As shown in Figure 5, the steel wire mesh frame of the utility model gauze wire cloth Autoclaved aerated concrete slabs adopts steel fabric sheet (upper strata steel fabric sheet and lower floor's steel fabric sheet of double-layer structure symmetry up and down, concrete structure is seen Fig. 6), have specific connection and cloth muscle structure (concrete structure is seen Fig. 7) between the two-layer steel fabric sheet up and down, compare with existing cage of reinforcement (see figure 1), its quantity of reinforcement is more, with muscle thin (adopting gauge of wire is the 1.5-3.0 millimeter), disperse behind the arrangement of reinforcement mechanical stability etc. better, and last lower net plate removes fixation by connecting the back, also has the extra impact resistance that increases, mechanical properties such as anti-negative blast.
As shown in Figure 6, the rectangular structure of the steel fabric sheet of this steel wire mesh frame, this steel fabric sheet forms by horizontal bar 11,12 welding (by solder joint 13) of vertical muscle, material therefor is a steel wire, diameter thin (adopting gauge of wire is the 1.5-3.0 millimeter), arrange more (comparing with Fig. 2), quantity of arranging and spacing have multiple mode to adjust.For example among Fig. 6, horizontal bar 11 has eight, is that 5cm spacing, middle several are arranged according to the 10cm spacing between upper and lower 2.Vertical muscle 12 has 15, is that 5cm spacing, middle several are arranged according to the 10cm spacing between left and right 5.
As shown in Figure 7, the connection of two-layer steel fabric sheet is specially with cloth muscle structure up and down: the dowel 14 that is used for fixing except that employing on horizontal bar 11 is connected, also adopt the brace 15 that disperses to connect to connect.The dowel 14 that is used for fixing connects the two ends, the left and right sides of eight horizontal bars 11 up and down.But 15 connections of brace are each four up and down in each eight horizontal bar 11 up and down, respectively at first, fourth, five, eight horizontal bar 11; And when brace 15 connects on root horizontal bar 11, keep unified angle (for example 15 ° of-75 ° of angles) and direction to distribute, spacing is 10cm; Shown in Fig. 7 A and Fig. 7 B, the direction of two adjacent groups brace is opposite.
Claims (10)
1. a gauze wire cloth Autoclaved aerated concrete slabs is characterized in that, comprise the gas concrete plate body and in be lining in steel wire mesh frame in the aerated concrete panel body; This steel wire mesh frame is made up of the net structure that several steel wires form, and described gauge of wire is the 1.5-3.0 millimeter.
2. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 1 is characterized in that described steel wire mesh frame is made up of the individual layer steel fabric sheet.
3. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 1 is characterized in that, described steel wire mesh frame comprises connection and the cloth muscle structure between upper strata steel fabric sheet, lower floor's steel fabric sheet and this two-layer steel fabric sheet.
4. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 3 is characterized in that, described upper strata steel fabric sheet or lower floor's steel fabric sheet adopt several horizontal bars and vertical muscle to be welded.
5. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 3 is characterized in that, described upper strata steel fabric sheet and lower floor's steel fabric sheet have laterally zygomorphic rectangular configuration.
6. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 4 is characterized in that, described horizontal bar has eight, is that 5cm spacing, middle several photograph 10cm spacings are arranged between upper and lower 2; Described vertical muscle has 15, is that 5cm spacing, middle several are arranged according to the 10cm spacing between left and right 5.
7. as claim 3 or 6 described gauze wire cloth Autoclaved aerated concrete slabss, it is characterized in that the dowel that connection between described upper strata steel fabric sheet, the lower floor's steel fabric sheet and cloth muscle structure are used for fixing or be equipped with brace rod and connect; This brace rod adopts and disperses reinforcement structure.
8. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 7 is characterized in that, the described dowel that is used for fixing connects the two ends, the left and right sides of horizontal bar up and down.
9. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 7 is characterized in that, described brace rod adopts brace, and this brace connects each four up and down of each eight horizontal bar up and down, connects first, fourth, five, eight horizontal bar respectively; And when brace connects on the root horizontal bar, keep unified angle and direction to distribute, the brace spacing is 10cm; The direction of two adjacent groups brace is opposite.
10. gauze wire cloth Autoclaved aerated concrete slabs as claimed in claim 9 is characterized in that, when described brace connects on the root horizontal bar, keeps 15 ° of unified-75 ° of angle and directions to distribute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200376327U CN202064512U (en) | 2011-02-14 | 2011-02-14 | Autoclaved aerated concrete slab with steel mesh |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200376327U CN202064512U (en) | 2011-02-14 | 2011-02-14 | Autoclaved aerated concrete slab with steel mesh |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202064512U true CN202064512U (en) | 2011-12-07 |
Family
ID=45058378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200376327U Expired - Lifetime CN202064512U (en) | 2011-02-14 | 2011-02-14 | Autoclaved aerated concrete slab with steel mesh |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202064512U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012109966A1 (en) * | 2011-02-14 | 2012-08-23 | 上海富春建业科技股份有限公司 | Autoclaved aerated concrete plate with steel wire mesh |
| CN108425457A (en) * | 2017-02-13 | 2018-08-21 | 万平华 | The production method of foamed concrete plate and aerated concrete panel with superperformance |
| CN108625524A (en) * | 2018-06-30 | 2018-10-09 | 湖北神州建材有限责任公司 | A kind of novel steam-aerated concrete plate |
| CN115596145A (en) * | 2022-10-10 | 2023-01-13 | 安徽省高迪循环经济产业园股份有限公司（Cn） | Autoclaved aerated concrete panels and assembled panels |
-
2011
- 2011-02-14 CN CN2011200376327U patent/CN202064512U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012109966A1 (en) * | 2011-02-14 | 2012-08-23 | 上海富春建业科技股份有限公司 | Autoclaved aerated concrete plate with steel wire mesh |
| CN108425457A (en) * | 2017-02-13 | 2018-08-21 | 万平华 | The production method of foamed concrete plate and aerated concrete panel with superperformance |
| CN108625524A (en) * | 2018-06-30 | 2018-10-09 | 湖北神州建材有限责任公司 | A kind of novel steam-aerated concrete plate |
| CN115596145A (en) * | 2022-10-10 | 2023-01-13 | 安徽省高迪循环经济产业园股份有限公司（Cn） | Autoclaved aerated concrete panels and assembled panels |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102080426A (en) | Steel wire mesh autoclaved aerated concrete slab | |
| CN106836566A (en) | Construction method of self-compacting concrete EPS insulation board outer wall and outer wall structure | |
| CN202064512U (en) | Autoclaved aerated concrete slab with steel mesh | |
| CN106917460A (en) | A kind of structure and the prefabricated Side fascia of energy saving integrated and preparation method | |
| CN105133755B (en) | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall | |
| CN204386018U (en) | Autoclaved aerated concrete slabs steel sheet arrangement of reinforcement | |
| CN104453079B (en) | The anti-folding light cellular partition board of assembled | |
| CN103835404A (en) | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with L-shaped frame and construction method | |
| CN209277363U (en) | A kind of environmentally protective concrete folding plate | |
| CN206521849U (en) | A kind of structure and the prefabricated Side fascia of energy saving integrated | |
| CN204282639U (en) | The anti-folding light cellular partition board of assembling | |
| CN105350700A (en) | High toughness masonry wall and preparation method | |
| CN105155745A (en) | Integrated house floor | |
| CN112390614A (en) | Concrete slab of resistance to deformation | |
| CN205476432U (en) | Cast in situ concrete composite rock wool heat preservation exterior sheathing of modifying | |
| CN206110166U (en) | High rigidity equipment foundations platform structure of board -like dark support | |
| CN204940680U (en) | A kind of thickness 120mm high strength RC plate | |
| CN205522764U (en) | Mould stone molding back up coat | |
| CN201050128Y (en) | Cast in-situ light aggregate reinforcing steel concrete composite floor slab | |
| CN103835414B (en) | Outsourcing steel wire mesh mortar board Z-shaped frame foam concrete load-bearing wall and its method | |
| CN106639051A (en) | Steel-building block combined beam for outer wall of aggregate building | |
| CN201495673U (en) | Perlite-and-polyphenyl composite filling block | |
| CN206289833U (en) | A kind of solid light precast body | |
| CN205976186U (en) | High-toughness foamed concrete prefabricated part and preparation mold | |
| CN2846576Y (en) | Composite heat insulation building blocks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160316 Address after: 200124, Shanghai, Pudong New Area Sanlin village Linjiang village, No. 338 Patentee after: Fuchen Holding Group Co., Ltd. Address before: 200124, Shanghai, Pudong New Area Sanlin Town Linjiang village, House No. 338, 2 building, 5 floor Patentee before: Shanghai Fuchun Jianye Technology Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111207 |