CN206396987U - Lamination English truss composite light core inorganic plate - Google Patents
Lamination English truss composite light core inorganic plate Download PDFInfo
- Publication number
- CN206396987U CN206396987U CN201720033656.2U CN201720033656U CN206396987U CN 206396987 U CN206396987 U CN 206396987U CN 201720033656 U CN201720033656 U CN 201720033656U CN 206396987 U CN206396987 U CN 206396987U
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- China
- Prior art keywords
- english truss
- steel
- lamination
- composite light
- inorganic plate
- 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 - Fee Related
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- 239000002131 composite material Substances 0.000 title claims abstract description 70
- 238000003475 lamination Methods 0.000 title claims abstract description 46
- 239000011162 core material Substances 0.000 claims abstract description 65
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 63
- 239000010959 steel Substances 0.000 claims abstract description 63
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 239000004744 fabric Substances 0.000 claims abstract description 29
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 9
- 235000019362 perlite Nutrition 0.000 claims description 9
- 239000010451 perlite Substances 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 4
- 238000003490 calendering Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 229910000975 Carbon steel Inorganic materials 0.000 claims 1
- 239000010962 carbon steel Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 32
- 238000009413 insulation Methods 0.000 abstract description 12
- 230000009286 beneficial effect Effects 0.000 abstract description 7
- 238000005260 corrosion Methods 0.000 abstract description 5
- 230000007797 corrosion Effects 0.000 abstract description 5
- 239000000428 dust Substances 0.000 abstract description 4
- 238000004880 explosion Methods 0.000 abstract description 4
- 230000002265 prevention Effects 0.000 abstract description 4
- 238000013022 venting Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 14
- 239000011513 prestressed concrete Substances 0.000 description 4
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model discloses lamination English truss composite light core inorganic plate, including reinforcing steel bar bear skeleton and the composite core material packed layer being filled in reinforcing steel bar bear skeleton；Reinforcing steel bar bear skeleton includes upper strata steel fabric sheet, lower floor's steel fabric sheet and reinforcing bar English truss；Upper strata steel fabric sheet is arranged on reinforcing bar English truss upper end, and lower floor's steel fabric sheet is arranged on reinforcing bar English truss lower end, and reinforcing bar English truss is up-narrow and down-wide construction.The sheet material is wrapped in core without steel frame, steel, solves steel frame in low temperature, indoor humidity is larger, the cold bridge problem produced when outdoor temperature is relatively low, make plate stitch position no longer occur condensing or condensed water phenomenon and steel it is exposed the problem of outer corrosion；Deadweight is small, is easily installed；With functions such as load-bearing, lightweight, fire prevention, insulation, sound insulation, ventings of dust explosion；It is detachable after installation, repeat and utilize；Beneficial to waterproof and dampproof；Plate can largely save cost of transportation and building storey height and headroom from as flat board.
Description
Technical field
The utility model is related to a kind of inorganic plate, more particularly to a kind of lamination English truss composite light core inorganic board
Material.
Background technology
Mainly there is prestressed concrete large roof board for the material that fabricated roofing, flooring and metope are gone along with sb. to guard him in the market
(《1.5m × 6.0m prestressed concrete large roof boards》(04G410)), prefabricated concrete hollow slab《Pre-stressed concrete hollow
Plate》(93G436-1) etc..Prestressed concrete large roof board and prefabricated concrete hollow slab are using the prefabricated of deformed bar
Armoured concrete slab.This two kinds of sheet materials have from great, fabrication cycle length, be not incubated, be unfavorable for antidetonation, structural steel amount it is big,
The shortcomings of cost of transportation is high.
Utility model content
In order to solve the above-mentioned technical problem there is provided a kind of lamination English truss composite light core is inorganic for the utility model
Sheet material, the sheet material has the functions such as load-bearing, lightweight, fire prevention, insulation, sound insulation, pressure release, and the sheet material template flexibly, can be certainly after installation
By dismantling, beneficial to reuse；Meanwhile, the sheet material Rimless, steel no longer produce cold bridge phenomenon without leakage, not corrosion.
The utility model is to be achieved through the following technical solutions：
A kind of lamination English truss composite light core inorganic plate, including reinforcing steel bar bear skeleton and it is filled in reinforcing steel bar bear
Composite core material packed layer in skeleton；Described reinforcing steel bar bear skeleton includes upper strata steel fabric sheet, lower floor's steel fabric sheet and reinforcing bar
English truss；Described upper strata steel fabric sheet is arranged on reinforcing bar English truss upper end, and lower floor's steel fabric sheet is arranged on reinforcing bar triangle
Truss lower end, reinforcing bar English truss is up-narrow and down-wide construction.
Laterally short muscle and reinforcing bar English truss is made described steel fabric sheet of hot-rolled reinforced bar；Steel fabric sheet length side
It is made to reinforcing bar of cold-drawn low-carbon reinforcing bar.
Described composite core material packed layer is cement perlite composite core material packed layer.
The lamination English truss composite light core inorganic plate by the way of rivet bolt or welding with steel construction or coagulation
Soil structure is connected.
Described lamination English truss composite light core inorganic plate and lamination English truss composite light core are inorganic
It is attached between sheet material by connector pre-buried in plate.
Described connector is steel plate.
The length of described lamination English truss composite light core inorganic plate be 1.0m~4.5m, width be 0.6m or
0.5m, thickness is 0.1m~0.17m, and lamination English truss composite light core inorganic plate thickness direction is using up-narrow and down-wide
Construction, upper wide 580mm, lower wide 600mm.
Two layers of cement base composite water-proof mortar bed is also coated with outside described composite core material packed layer.
Described lamination English truss composite light core inorganic plate and lamination English truss composite light core are inorganic
Sheet material forms in the middle of a V-type mouthful, V-type mouthful after installing and uses 3:1 cement perlite composite is filled.
Described reinforcing bar English truss is parallel and wait and be longer than the hot-rolled ribbed bars of plate length direction by three, by vertical
Justify the reinforcing bar English truss that bar dowel is welded to form to hot calendering.
Compared with prior art, the utility model has following beneficial technique effect：
The lamination English truss composite light core inorganic plate that the utility model is provided, the sheet material is without steel frame, steel
It is wrapped in core, solves steel frame in low temperature, indoor humidity is larger, the cold bridge produced when outdoor temperature is relatively low is asked
Topic, makes plate stitch position no longer occur condensing or condensed water phenomenon, and steel are exposed the problem of outer corrosion；Relative to prestressing force
Concrete slab deadweight is small, is easily installed；With functions such as load-bearing, lightweight, fire prevention, insulation, sound insulation, ventings of dust explosion；Product can after installing
Dismounting, repeats and utilizes, and saves building cost, reduces the generation of building waste；Beneficial to waterproof and dampproof；Plate is from as flat board, energy
It is a large amount of to save cost of transportation, and building storey height and headroom.
Brief description of the drawings
The lamination English truss composite light core inorganic plate structural representation that Fig. 1 provides for the utility model；
The lamination English truss composite light core inorganic plate that Fig. 2 is provided for the utility model steel fabric sheet knot at the middle and upper levels
Structure schematic diagram；
Lower floor's steel fabric sheet knot in the lamination English truss composite light core inorganic plate that Fig. 3 provides for the utility model
Structure schematic diagram；
Fig. 4 is Fig. 2 1-1 sectional views；
Fig. 5 is Fig. 2 2-2 sectional views；
Fig. 6 shows for the lamination English truss composite light core inorganic plate that the utility model is provided with girder steel attachment structure
It is intended to one；
Fig. 7 shows for the lamination English truss composite light core inorganic plate that the utility model is provided with girder steel attachment structure
It is intended to two；
Fig. 8 answers for the lamination English truss composite light core inorganic plate that the utility model is provided with lamination English truss
Close the structural representation connected between light-weight filler inorganic plate；
Fig. 9 is reinforcing bar triangular truss structure schematic diagram.
Wherein, 1 is upper strata steel fabric sheet；2 be lower floor's steel fabric sheet；3 be reinforcing bar English truss；4 be that composite core material is filled
Layer；5 be steel construction or concrete structure；6 be lamination English truss composite light core inorganic plate；7 be built-in connection.
Embodiment
The utility model is described in further detail with reference to specific embodiment, described is to the utility model
Explanation rather than restriction.
Referring to Fig. 1 to Fig. 9, a kind of lamination English truss composite light core inorganic plate 6, including reinforcing steel bar bear skeleton and
It is filled in the composite core material packed layer 4 in reinforcing steel bar bear skeleton；Described reinforcing steel bar bear skeleton include upper strata steel fabric sheet 1, under
Layer steel fabric sheet 2 and reinforcing bar English truss 3；Described upper strata steel fabric sheet 1 is arranged on the upper end of reinforcing bar English truss 3, lower floor's steel
Silk netting 2 is arranged on the lower end of reinforcing bar English truss 3, and reinforcing bar English truss 3 is up-narrow and down-wide construction.
Wherein, laterally short muscle and reinforcing bar English truss is made described steel fabric sheet of hot-rolled reinforced bar；Steel fabric sheet
Length direction reinforcing bar is made of cold-drawn low-carbon reinforcing bar.Described composite core material packed layer 4 is that cement perlite composite core material is filled out
Fill layer.
Further, the described outside of composite core material packed layer 4 is also coated with two layers of cement base composite water-proof mortar bed.
Further, the lamination English truss composite light core inorganic plate by the way of rivet bolt or welding with steel knot
Structure or concrete structure 5 are connected.Wherein, described lamination English truss composite light core inorganic plate and lamination English truss
It is attached between composite light core inorganic plate by connector 7 pre-buried in plate.It should be noted that described connection
Part is steel plate.
The length of described lamination English truss composite light core inorganic plate be 1.0m~4.5m, width be 0.6m or
0.5m, thickness is 0.1m~0.17m, and lamination English truss composite light core inorganic plate thickness direction is using up-narrow and down-wide
Construction, upper wide 580mm, lower wide 600mm.
Further, described lamination English truss composite light core inorganic plate and lamination English truss composite light
Core inorganic plate forms in the middle of a V-type mouthful, V-type mouthful after installing and uses 3:1 cement perlite composite is filled.
Specifically, described reinforcing bar English truss 3 is parallel and wait and be longer than the hot rolling ribbed steel bar of plate length direction by three
Muscle, justifies the triangle steel bar girder that bar dowel is welded to form, and upper strata steel fabric sheet is welded and fixed by standing to hot calendering
In English truss upper end, lower floor's steel fabric sheet is weldingly fixed on triangle steel bar girder lower end, can just be formed with this it is overall by
Power skeleton.
It should be noted that referring to Fig. 9, the up-narrow and down-wide construction of this sheet material mainly passes through two parallel to main rib direction
Bar triangle reinforcing bar truss-like into, every triangle steel bar girder is isosceles triangle, core protective layer of the sheet material in thickness direction
With triangle steel bar girder external side parallel, therefore up-narrow and down-wide effect is formed.
Specifically, a, the structural system of selected sheet material, are shown in Fig. 1.Sheet material is passed as flexural member, load by reinforced mesh
It is delivered on two reinforcing bar English trusses, this reinforcing steel bar bear skeleton changes, reasonable stress with plate length and thickness change.B, reinforcing bar three
Laterally short muscle uses hot-rolled reinforced bar for angle truss and steel fabric sheet, and model HRB335/HPB300, the performance such as its tensile strength expires
Sufficient national regulation requirement；Steel fabric sheet length direction reinforcing bar uses cold-drawn low-carbon reinforcing bar, tension design strength value fy=320N/
mm2.Refer to Fig. 2~Fig. 5.C, sheet material packing material are light thermal-insulation Materials with High Strength, i.e. cement perlite composite, its cube
Body compression strength >=1.5Mpa, density≤440kg/m3, while having not combustibility, load-bearing, lightweight, insulation, sound insulation, venting of dust explosion
Etc. function.D, sheet material can use rivet bolt or welding and steel construction, for example, girder steel, steel column etc. or concrete structure, for example, coagulation
Tu Liang, post etc. are connected, and see Fig. 6, Fig. 7.After e, sheet material are installed, it can be attached between plate and plate by steel plate pre-buried in plate,
Ensure its globality.See Fig. 8.F, sheet material length be 1.0m~4.5m, width be 0.6m or 0.5m, thickness be 0.1m~
0.17m, this size determines specific size according to different loads on plate and different purposes.G, plate thickness direction are using upper narrow
Lower wide construction, upper wide 580mm, lower wide 600mm.H, plate smear thick two layers of the cement base composite water-proof ashes of 1mm before dispatching from the factory in plate face
Slurry.Plate stitch is a V-type mouthful after i, plate are installed, with 3:1 cement perlite composite is filled.
The sheet material is applied to according to the following steps be implemented during actual items：A, the size in drawing, load, area
Etc. the specification and quantity that factor selectes on-gauge plate.B, according to Fig. 2-Fig. 5 produce sheet material in reinforcing bar English truss and steel fabric sheet.
C, poured using cement perlite composite.D, according to Fig. 6,7 sheet material is installed in structure, such as scene needs can
Specific template is carried out customized.
The lamination English truss composite light core inorganic plate that the utility model is provided, applied to assembled architecture room
Face, flooring, metope are gone along with sb. to guard him, load-bearing sheet material.The sheet material has advantages below：
A, the sheet material are a kind of lightweight plates, and every square metre of deadweight is no more than 90 kilograms；B, the sheet material meet common building
Load requirement；When c, the sheet material have load-bearing, lightweight, fire prevention, insulation, sound insulation, pressure release (Zi Chong≤60 kilogram per square meter) etc.
Function；D, the sheet material can be dismantled freely after installing, beneficial to reuse；E, the sheet material Rimless, steel are without leakage, not corrosion,
And no longer produce cold bridge phenomenon.F, template flexibly, can need to customize size according to client.Thickness direction is up-narrow and down-wide, is beneficial to
Sheet material filleting after installation.G, plate face carry water-proofing anticracking function, can save one layer of waterproof.
The lamination English truss composite light core inorganic plate that the utility model is provided, the sheet material is without steel frame, steel
It is wrapped in core, solves steel frame in low temperature, indoor humidity is larger, the cold bridge produced when outdoor temperature is relatively low is asked
Topic, makes plate stitch position no longer occur condensing or condensed water phenomenon, and steel are exposed the problem of outer corrosion；Relative to prestressing force
Concrete slab deadweight is small, is easily installed；With functions such as insulation, sound insulation, ventings of dust explosion；Product is detachable after installing, and repeats and utilizes,
Building cost is saved, the generation of building waste is reduced；Beneficial to waterproof and dampproof；Plate can largely save cost of transportation from as flat board,
And building storey height and headroom.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.The utility model
Claimed scope is by appended claims and its equivalent thereof.
Claims (10)
1. a kind of lamination English truss composite light core inorganic plate, it is characterised in that including reinforcing steel bar bear skeleton and filling
Composite core material packed layer (4) in reinforcing steel bar bear skeleton；Described reinforcing steel bar bear skeleton include upper strata steel fabric sheet (1), under
Layer steel fabric sheet (2) and reinforcing bar English truss (3)；Described upper strata steel fabric sheet (1) is arranged on reinforcing bar English truss (3)
End, lower floor's steel fabric sheet (2) is arranged on reinforcing bar English truss (3) lower end, and reinforcing bar English truss (3) is up-narrow and down-wide construction.
2. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described steel
Laterally short muscle and reinforcing bar English truss is made silk netting of hot-rolled reinforced bar；Steel fabric sheet length direction reinforcing bar is low using cold-drawn
Carbon steel muscle is made.
3. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described answers
It is cement perlite composite core material packed layer to close core packed layer (4).
4. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that the lamination three
Angle truss composite light core inorganic plate is connected by the way of rivet bolt or welding with steel construction or concrete structure.
5. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described is folded
By in plate between layer English truss composite light core inorganic plate and lamination English truss composite light core inorganic plate
Pre-buried connector is attached.
6. lamination English truss composite light core inorganic plate according to claim 5, it is characterised in that described company
Fitting is steel plate.
7. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described is folded
The length of layer English truss composite light core inorganic plate is 1.0m~4.5m, and width is 0.6m or 0.5m, and thickness is 0.1m
~0.17m, lamination English truss composite light core inorganic plate thickness direction use up-narrow and down-wide construction, upper wide 580mm,
Lower wide 600mm.
8. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described answers
Close and be also coated with two layers of cement base composite water-proof mortar bed outside core packed layer (4).
9. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described is folded
Layer English truss composite light core inorganic plate forms a V after being installed with lamination English truss composite light core inorganic plate
3 are used in the middle of type mouthful, V-type mouthful:1 cement perlite composite is filled.
10. lamination English truss composite light core inorganic plate according to claim 1, it is characterised in that described
Reinforcing bar English truss (3) is parallel and wait and be longer than the hot-rolled ribbed bars of plate length direction by three, is justified by standing to hot calendering
The reinforcing bar English truss that bar dowel is welded to form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720033656.2U CN206396987U (en) | 2017-01-11 | 2017-01-11 | Lamination English truss composite light core inorganic plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720033656.2U CN206396987U (en) | 2017-01-11 | 2017-01-11 | Lamination English truss composite light core inorganic plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206396987U true CN206396987U (en) | 2017-08-11 |
Family
ID=59513028
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720033656.2U Expired - Fee Related CN206396987U (en) | 2017-01-11 | 2017-01-11 | Lamination English truss composite light core inorganic plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206396987U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425446A (en) * | 2017-11-13 | 2018-08-21 | 西安柏邦建材有限公司 | A kind of lightweight cypress plate plank |
| CN111410491A (en) * | 2020-05-18 | 2020-07-14 | 武汉夸克新材料有限公司 | Inorganic regenerated stone plate completely taking building waste as aggregate and preparation method thereof |
-
2017
- 2017-01-11 CN CN201720033656.2U patent/CN206396987U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108425446A (en) * | 2017-11-13 | 2018-08-21 | 西安柏邦建材有限公司 | A kind of lightweight cypress plate plank |
| CN111410491A (en) * | 2020-05-18 | 2020-07-14 | 武汉夸克新材料有限公司 | Inorganic regenerated stone plate completely taking building waste as aggregate and preparation method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170811 |