CN207160355U - A kind of ribbed concrete steel wire net rack composite plate - Google Patents
A kind of ribbed concrete steel wire net rack composite plate Download PDFInfo
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- CN207160355U CN207160355U CN201721068191.0U CN201721068191U CN207160355U CN 207160355 U CN207160355 U CN 207160355U CN 201721068191 U CN201721068191 U CN 201721068191U CN 207160355 U CN207160355 U CN 207160355U
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- fabric sheet
- steel wire
- net rack
- wire net
- composite plate
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Abstract
The utility model, which is created, provides a kind of ribbed concrete steel wire net rack composite plate, includes the abdomen silk of the steel fabric sheet and oblique insertion polystyrene foam plate core of polystyrene foam plate core and polystyrene foam plate core both sides；Abdomen silk both ends are separately fixed on the steel fabric sheet of corresponding side；Equally spaced on polystyrene foam plate core to be provided with some grooves, its both sides pours solidifies out into integral concrete topping with steel fabric sheet.This ribbed concrete steel wire net rack composite plate is a kind of Horizontal load-bearing component, and maximum span has that bearing capacity is strong up to 6m, insulation, the characteristics of soundproof effect is good, more good globality and good rigidity.Its use reliability is high, good endurance, strong shock resistance, and effectively save material, alleviates deadweight.And on-site construction processes are simplified, batch production Prefabrication can be taken, realize building standardization, seriation, industrialization.
Description
Technical field
The invention belongs to technical field of buildings, more particularly, to a kind of ribbed concrete steel wire net rack composite plate.
Background technology
Civil buildings such as house, office building, teaching building etc., reinforced concrete structure form is used mostly, although avoiding
Using clay brick, still, however it remains building from great, the not high disadvantage of element precast degree, have a strong impact on building row
The modernization of industry, it have impact on the realization of housing industrialization.In-situ reinforced concrete slab and roof boarding be at the construction field (site) according to
The floor and room panel structure that design attitude carries out the operational procedures such as formwork, assembling reinforcement, casting concrete and is molded.Its shortcoming
It is:Working procedure is various at the scene, and cast-in-place concrete needs maintenance, construction period length, will also be largely using template and reinforcing bar etc.
Material, from great, operating difficulties, and sound insulation and flameproof effect are poor.If roof boarding uses in common color steel and sets guarantor
The frame modes such as warm cotton substitute, then bearing capacity is poor, easily there is the hidden danger caved in.
The content of the invention
In view of this, the invention is intended to overcome defect present in above-mentioned prior art, proposes a kind of coagulation with ribbing
Native steel wire net rack composite plate.
To reach above-mentioned purpose, what the technical scheme of the invention was realized in：
A kind of ribbed concrete steel wire net rack composite plate, including polystyrene foam plate core and polystyrene foam plate core
The abdomen silk of the steel fabric sheet of both sides and oblique insertion polystyrene foam plate core；The abdomen silk both ends are separately fixed at and it
On the steel fabric sheet of corresponding side；Equally spaced on polystyrene foam plate core to be provided with some grooves, its both sides has poured and steel
Silk netting solidifies out into integral concrete topping.
Further, the steel wire of the steel fabric sheet and abdomen silk use zinc-plated low-carbon cold drawn wire.
Further, the abdomen silk both ends, which are respectively welded, is fixed on the steel fabric sheet of its corresponding side.
Further, the adjacent two interlaced arrangement of abdomen silk.
Further, angle is 30-45 degree between the adjacent two abdomen silks.
Further, length≤5mm of plane where abdomen silk protrudes from the steel fabric sheet.
Further, left between steel fabric sheet and the polystyrene foam plate core and pour gap.
Relative to prior art, the invention has the advantage that：
This ribbed concrete steel wire net rack composite plate is a kind of Horizontal load-bearing component, and maximum span has carrying up to 6m
Ability is strong, insulation, the characteristics of soundproof effect is good, more good globality and good rigidity.Its use reliability is high, durable
Good, the strong shock resistance of property, and effectively save material, alleviate deadweight.And on-site construction processes are simplified, can be taken
Batch production Prefabrication, realize building standardization, seriation, industrialization.
Brief description of the drawings
The accompanying drawing for forming the part of the invention is used for providing further understanding the invention, present invention wound
The schematic description and description made is used to explain the invention, does not form the improper restriction to the invention.
In accompanying drawing：
Fig. 1 is the top view of the invention；
Fig. 2 is the sectional view in A-A directions in Fig. 1；
Fig. 3 is the sectional view in B-B directions in Fig. 1；
Fig. 4 is the structure sectional view of the invention when groove is groove；
Fig. 5 is the structure sectional view of the invention provided with steel structure frame.
Description of reference numerals：
1- polystyrene foam plate cores；2- steel fabric sheets；3- abdomen silks；4- grooves；5- concrete toppings；6- pours gap；
7- ribs；8- steel structure frames.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the invention can
To be mutually combined.
In the description of the invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of description the invention and simplifies description, rather than instruction
Or imply that signified device or element must have specific orientation, with specific azimuth configuration and operation, therefore be not understood that
For the limitation to the invention.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in the description of the invention
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on being understood by concrete condition
State concrete meaning of the term in the invention.
Describe the invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
A kind of ribbed concrete steel wire net rack composite plate, as shown in Figures 1 to 3, including polystyrene foam plate core 1 and poly-
The abdomen silk 3 of the steel fabric sheet 2 of the both sides of styrenic foams plate core 1 and oblique insertion polystyrene foam plate core 1；The abdomen silk 3
Both ends are separately fixed on the steel fabric sheet 2 of corresponding side；If equally spaced on the polystyrene foam plate core 1 be provided with
Dry groove 4, its both sides pours solidifies out into integral concrete topping 5 with steel fabric sheet 2.
The composite plate that the invention provides is formed using multiple material, has given full play to the characteristic of different materials, has had
Undertake the external loads of the other components applications in house and the ability of working load；The steel wire net rack and the band of abdomen silk and bilateral of sheet material
Rib concrete topping forms excellent mechanics construction, has good mechanical property, and connection is reliable, power transmission is effective.With same
During equivalent-load ability, it is conducted oneself with dignity much smaller than the respective members of existing other structures form.
Polystyrene Foam Structures are stable, its core as this structural member, good heat insulating, have it is good it is heat-insulated with
And sound insulation capabilities.It is heated to be not easily decomposed, also with certain fire-proof function.Meanwhile polystyrene foam is in interspersed abdomen silk, no
Easy fragmentation, it is ensured that this component is easy to process, and production process can be simplified, and construction cost is low.Above-mentioned steel fabric sheet is adopted
It is interwoven with horizontal, longitudinal steel wire, tensile capacity is strong.
It should be noted that polystyrene foam plate core is provided with groove 4, after having poured concrete, it is frozen into surface layer
Integrative-structure, concrete structure in groove 4 effectively increase the bearing capacity of surface layer as ribs 7.Specifically, groove 4
Set at equal intervals, ensure composite plate stress more equalization stable.Groove 4 can also be groove structure as shown in Figure 4.
The above-mentioned both ends of abdomen silk 3, which are respectively welded, to be fixed on the steel fabric sheet 2 of its corresponding side.The steel wire of steel fabric sheet and
Abdomen silk uses zinc-plated low-carbon cold drawn wire, durable in use, is not easy corrosion, the steel wire frame structure that steel fabric sheet is formed with abdomen silk
It is reliable and stable, it is postorder casting concrete, there is overall structure higher intensity and rigidity to lay a good foundation.
Wherein, the adjacent two 3 interlaced arrangement of abdomen silk.Preferably, adjacent two described 3 angles of abdomen silk are 30-45
Degree, understand that the abdomen silk structure in the angular range, stand under load stability is most through lot of experiments and extensive actual use situation
Good, bearing capacity is stronger, and overall structure tension and anti-pressure ability are all very good.
The outside of surface layer 5 can also set decorative cover again, specifically, the decorative cover is the coating of coating or the face of stickup
Brick.Above-mentioned abdomen silk 3 protrudes from length≤5mm of the place plane of steel fabric sheet 2, and prominent length is preferably between 2-5mm,
Of length no more than 5mm of plane, face that can preferably with being cast on the outside of steel structure frame where abdomen silk protrusion steel fabric sheet
Layer is combined into one.
Also, hair side is formd on the surface layer of cast, facilitates later stage paving decorative cover, eliminates the work of wharf's pavement quality
Sequence, early stage, prefabricated processing procedure just saved the time of construction for process below, was laid a good foundation to improve efficiency of construction.
In addition, avoiding exposed excessive, interfered with outer structural parts.
Left between above-mentioned steel fabric sheet 2 and polystyrene foam plate core 1 and pour gap 6, advantageous as the water of surface layer
Cement mortar or pea gravel concreten pour integrally with steel fabric sheet.
This composite plate can apply to roof boarding and floor.In order to further improve the composite plate that the invention is provided
Structural strength, can adapt to carry larger key position, as shown in figure 5, can polystyrene foam plate core with
Steel structure frame 8 is all set between the steel fabric sheet of its upper and lower both sides.Specifically, steel structure frame 8 can be arranged on plate width
Direction.
To reduce deadweight as far as possible, above-mentioned steel structure frame 8 uses light section steel structure, specifically, can use light
Type angle steel, but be not limited to use light weight angle steel, as long as ensuring that abdomen silk can pass through from hollow out, realize both sides steel fabric sheet connection
.The addition of steel structure frame, preferably realize the connection with wall, such as, this composite plate be used as floor in use, plus
Enter steel structure frame, bearing capacity is stronger, and is easier to supporting the structures such as the beams of concrete of floor to be connected.
It is not subject in order to which the light section steel structure framework for solving the problems, such as common can be used only on the load bearing construction of big load, this
Innovation and creation are provided with steel fabric sheet in framework both sides, and enhance firmness by abdomen silk, and certain thickness is poured on the outside of framework
The surface layer of (normally only needing 30-50mm) cement mortar or pea gravel concreten is spent, it is ensured that structural member integrally has higher knot
Structure intensity.The concrete topping of both sides is integrally formed formula structure with steel wire net rack and steel structure frame, and overall construction intensity is high,
Rigidity is good, and resistance to compression and tensile capacity protrude, and is completely suitable for the harsh position of the loaded condition in house, meets the building such as house
The load-bearing demand of thing, and effectively reduce sheet material deadweight.
This composite plate has excellent fire line, and after tested, fire endurance 3.0 hours simultaneously reaches GB8624 to non-ignitable (A levels
It is compound) regulation of material.Strong shock resistance, after tested, weight 100N sand pockets from drop height degree 1m when, impact 120 times it is not broken.
Its heat-insulating property is good, suitable for Different climate area, and can reach more than 65% energy conservation standard.
This ribbed concrete steel wire net rack composite plate is a kind of Horizontal load-bearing component, and maximum span has carrying up to 6m
Ability is strong, insulation, the characteristics of soundproof effect is good, more good globality and good rigidity.Its use reliability is high, durable
Good, the strong shock resistance of property, and effectively save material, alleviate deadweight.And on-site construction processes are simplified, can be taken
Batch production Prefabrication, realize building standardization, seriation, industrialization.
The preferred embodiment of the invention is the foregoing is only, is not intended to limit the invention creation, it is all at this
Within the spirit and principle of innovation and creation, any modification, equivalent substitution and improvements made etc., the invention should be included in
Protection domain within.
Claims (7)
- A kind of 1. ribbed concrete steel wire net rack composite plate, it is characterised in that：Including polystyrene foam plate core and polyphenyl second The abdomen silk of the steel fabric sheet of alkene foam plate core both sides and oblique insertion polystyrene foam plate core；The abdomen silk both ends difference It is fixed on the steel fabric sheet of corresponding side；It is equally spaced on the polystyrene foam plate core to be provided with some grooves, its Both sides pour solidifies out into integral concrete topping with steel fabric sheet.
- A kind of 2. ribbed concrete steel wire net rack composite plate according to claim 1, it is characterised in that：The steel fabric sheet Steel wire and abdomen silk use zinc-plated low-carbon cold drawn wire.
- A kind of 3. ribbed concrete steel wire net rack composite plate according to claim 1, it is characterised in that：The abdomen silk both ends It is respectively welded and is fixed on the steel fabric sheet of its corresponding side.
- A kind of 4. ribbed concrete steel wire net rack composite plate according to claim 1, it is characterised in that：Adjacent two abdomen The interlaced arrangement of silk.
- A kind of 5. ribbed concrete steel wire net rack composite plate according to claim 4, it is characterised in that：Adjacent two abdomen Angle is 30-45 degree between silk.
- A kind of 6. ribbed concrete steel wire net rack composite plate according to claim 1, it is characterised in that：The abdomen silk protrusion Length≤5mm of plane where the steel fabric sheet.
- A kind of 7. ribbed concrete steel wire net rack composite plate according to claim 1, it is characterised in that：The steel fabric sheet Left between polystyrene foam plate core and pour gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721068191.0U CN207160355U (en) | 2017-08-24 | 2017-08-24 | A kind of ribbed concrete steel wire net rack composite plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721068191.0U CN207160355U (en) | 2017-08-24 | 2017-08-24 | A kind of ribbed concrete steel wire net rack composite plate |
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| CN207160355U true CN207160355U (en) | 2018-03-30 |
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| CN201721068191.0U Active CN207160355U (en) | 2017-08-24 | 2017-08-24 | A kind of ribbed concrete steel wire net rack composite plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700727A (en) * | 2017-08-24 | 2018-02-16 | 华声（天津）国际企业有限公司 | A kind of ribbed concrete steel wire net rack composite plate |
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2017
- 2017-08-24 CN CN201721068191.0U patent/CN207160355U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700727A (en) * | 2017-08-24 | 2018-02-16 | 华声（天津）国际企业有限公司 | A kind of ribbed concrete steel wire net rack composite plate |
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