CN207063230U - A kind of assembled steel reinforced concrete structure light wt compound external wall panel - Google Patents
A kind of assembled steel reinforced concrete structure light wt compound external wall panel Download PDFInfo
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- CN207063230U CN207063230U CN201720604592.7U CN201720604592U CN207063230U CN 207063230 U CN207063230 U CN 207063230U CN 201720604592 U CN201720604592 U CN 201720604592U CN 207063230 U CN207063230 U CN 207063230U
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- steel plate
- steel
- wall panel
- external wall
- crossbeam
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Abstract
Building material technical field is the utility model is related to, specifically a kind of assembled steel reinforced concrete structure light wt compound external wall panel.It includes the transversely steel plate of embossing, the architectural surface be cast in the lightweight aggregate concrete layer of steel plate lateral surface, be cast in the bubble concrete layer of steel plate medial surface, being covered in lightweight aggregate concrete layer surface, the fiberglass gridding lamella for the foam concrete layer surface that is laid in, the both sides of steel plate are formed respectively with that along longitudinally extending V-groove, the wherein V-groove of side the V-groove of opposite side can be accommodated.The characteristics of seal of steel plate is strong with ductility, and the plasticity of concrete is strong is mainly utilized, is combined in combination with the advantages of different materials, so as to meet being required for assembling type outer wall plate.
Description
Technical field
Building material technical field is the utility model is related to, specifically a kind of assembled steel reinforced concrete structure light wt composite exterior wall
Plate.
Background technology
With country's wideling popularize and supporting to assembled architecture, assembled compound external wall panel is such as emerged rapidly in large numbersBamboo shoots after a spring rain quick hair
Exhibition, but in use and work progress, various template (domestic existing main templates：It is load-bearing concrete rock wool compound external wall panel, thin
Wall concrete rock wool compound external wall panel, concrete polyphenyl ethene compound external wall panel, concrete perlite compound external wall panel, steel wire
Cement heat preserving material battenboard, SP prestressed cored slabs, ALC external wall and extrusion under vacuum fiber cement board) all
The various problems such as waterproof or super thick or overweight or installation be present, influence the total quality of assembled architecture, caused to user all
It is more inconvenient, wait to improve.
Utility model content
The purpose of this utility model is in above-mentioned background technology is overcome the shortcomings of, there is provided a kind of assembled steel and concrete structure is light
The characteristics of matter compound external wall panel, it is mainly strong with ductility using the seal of steel plate, and the plasticity of concrete is strong, in combination with
The advantages of different materials, is combined, so as to meet being required for assembling type outer wall plate.
The technical solution of the utility model is：
A kind of assembled steel reinforced concrete structure light wt compound external wall panel, it is characterised in that it includes transversely embossing
Steel plate, be cast in the lightweight aggregate concrete layer of steel plate lateral surface, be cast in the bubble concrete layer of steel plate medial surface, be covered in
The fiberglass gridding lamella of the architectural surface of lightweight aggregate concrete layer surface, the foam concrete layer surface that is laid in, steel plate
Both sides are formed respectively with that along longitudinally extending V-groove, the wherein V-groove of side the V-groove of opposite side can be accommodated.
Further, the crossbeam of one group of spacing arrangement that is parallel to each other and keeps, width of each crossbeam along steel plate are included
Direction passes through the crest and trough of steel plate, and the bottom of wherein at least two crossbeam is welded with pre-embedded bolt, pre-embedded bolt
Bar portion pass through steel plate and fiberglass gridding lamella, for component connect or lift.
Further, reinforced mesh is equipped with the outside of the steel plate, the reinforced mesh is embedded in lightweight aggregate concrete layer
It is interior；Each crossbeam offers through hole in the trough of steel plate, and reinforcing bar, longitudinal direction of the reinforcing bar along steel plate are provided with each trough of steel plate
Each crossbeam is sequentially passed through, each reinforcing bar is connected by frame muscle so that steel plate, reinforced mesh, crossbeam, the reinforcing bar at trough are combined into one
Individual chassis body.
Further, the steel plate is galvanized steel plain sheet.
Further, the crest of the steel plate and trough are trapezoidal.
Further, the crossbeam is made using U-shaped zinc-plated square tube.
The beneficial effects of the utility model are：
1st, using Chinese ancient architecture joinery and its construction characteristic and strong steel plate ductility the characteristics of, galvanized steel plain sheet is pressed into crest
Concrete cleverly can be secured firmly on steel plate by trough into Tenon shape.
2nd, it is to prevent concrete fragmentation and come off and increase timber intensity, reinforced mesh is set in the front of plate, in plate
The back side sets fiberglass gridding piece.
3rd, using the die mould of profiled sheet, the longitudinal rigidity of steel plate is increased, while between Wave crest and wave trough, lateral separation is interted
Enter U-shaped zinc-plated square tube, increase the lateral stiffness of plate, while the reinforcing bar at the trough of steel plate longitudinal direction is inserted through U-shaped zinc-plated square tube,
Reinforcing bar is fixed with reinforcing bar fastener (frame muscle) with reinforced mesh at trough, makes steel plate, reinforced mesh, U-shaped zinc-plated square tube, steel at trough
Muscle forms a force structure chassis body, can be under the conditions of heat preserving heat insulating noise insulation is met, most so as to improve timber intensity
Limits reduce sheet metal thickness, mitigate panel weight.
4th, the setting of monoblock sheet material steel plate, make monoblock sheet material water resistance reach 100% effect, steel plate edge V-type
The setting of groove, it is the overlapping mode for the steel construction exterior wall profiled sheet that make use of maturation, it is contemplated that on the outside of wallboard lap-joint, use is resistance to
Jiao Dajiaochu is waited, just in case older aging, produces crack leak, the overlap joint of edge V-groove, still there is water guide waterproof action, and it is unlikely to ooze
Leakage, while inner-outer wall air flow is blocked, increase heat preserving heat insulating noise insulation effect, the presence of edge V-groove, make to protect between plate and plate
Reasonable spacing is held, also has antidetonation shock attenuation effect while playing expansion joint effect.
5th, cylindric pre-embedded bolt integral solder can be ensured into welding quality and spiral shell to greatest extent in U-shaped zinc-plated square tube
Stress intensity of the bolt in U-shaped zinc-plated square tube, makes bolt be lumped together with U-shaped zinc-plated square tube, because the same steel plate of U-shaped zinc-plated square tube,
Reinforcing bar is into an overall force structure framework at reinforced mesh, trough, so the stress at crab-bolt will be delivered to whole plate face,
Avoid, because the external force such as lifting, earthquake, compression act on, causing the concentration of stress, to destruction caused by plate.
6th, wall face is done with lightweight aggregate concrete, impermeability is good, heat preserving heat insulating noise insulation is good, durable good weatherability, weight
Gently, construction adaptability is strong, and can make load bearing structural material.
7th, inner wall surface is done with foam concrete, using its light specific gravity, fireproof heat insulating heat insulation performance protrudes, durability
Well, the characteristics of modulus of elasticity is low, can effectively mitigate panel weight, piece between plate face and plate face is not likely to produce crack.
8th, the use of glass fibre, the fragmentation of concrete can be effectively reduced, improves the intensity of plate, while ensureing plate quality
Improve yield rate.
9th, this assembled steel reinforced concrete structure light wt compound external wall panel, meet as a kind of spy of novel fabricated Side fascia
Sign；1. standardized designs, factorial praluction, can assembling, can mechanized construction.2. use new green environment protection energy saving building material
Material.3. material is light, practical, occupy little space, durable good weatherability.4. heat preserving heat insulating noise insulation is good, fire-proof and water-proof is freeze proof
Property is strong.5. intensity is high and possesses resistance to compression antidetonation cracking resistance change characteristic.6. node is firm, easy for installation, difficult for drop-off, securely and reliably.
7. plate face caking ability is high, Pasting or brushing or cladding various building decoration surface layers, can the decoration integrated construction of insulation construction.⑧
The sheet material life-span is synchronous with structural life-time.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is steel plate and beam mounting structure schematic diagram.
Fig. 3 is the structural representation of steel plate.
Fig. 4 is the mounting structure schematic diagram of the utility model and steel column.
Fig. 5 is the mounting structure schematic diagram of the utility model and girder steel.
Embodiment
Below in conjunction with Figure of description, the utility model is described in further detail, but the utility model be not limited to
Under the structure.
As shown in Fig. 1 to Fig. 3, a kind of assembled steel reinforced concrete structure light wt compound external wall panel, it includes the transverse direction along Side fascia
Pressure (width) is made the corrugated steel plate 1 with Wave crest and wave trough, is cast in the lightweight aggregate concrete layer of steel plate lateral surface
5th, the bubble concrete layer 8 that is cast in steel plate medial surface, the architectural surface 4 for being covered in lightweight aggregate concrete layer surface, it is laid in
The fiberglass gridding lamella 7 of foam concrete layer surface, the both sides of steel plate are formed respectively with along longitudinally extending V-groove 6, when two
When block Side fascia overlaps, wherein the V-groove of side can accommodate the V-groove of opposite side.
To increase intensity, include one group of crossbeam 10 that spacing is arranged that is parallel to each other and keeps, each crossbeam is along steel plate
Width passes through the crest 1-1 and trough 1-2 (typically being passed through near Wave crest and wave trough intersection) of steel plate, wherein at least has
The bottom of two crossbeams is welded with pre-embedded bolt 3, and the bar portion of pre-embedded bolt passes through the trough and glass fiber mesh of steel plate
Lattice lamella, connect or lift for component.
Further, the outside of the steel plate is also equipped with reinforced mesh 2, and the reinforced mesh is embedded in lightweight aggregate concrete
In layer.Each crossbeam offers the through hole 10-1 along trough longitudinal direction in the trough of steel plate, and steel is provided with each trough of steel plate
Muscle 9, longitudinal direction of the reinforcing bar along steel plate sequentially pass through the through hole of each crossbeam, and each reinforcing bar is connected by frame muscle so that steel plate, bar-mat reinforcement
Piece, crossbeam, the reinforcing bar at trough is combined into one can be with the chassis body of stress.To make concrete preferably fill up, steel plate
Opening 1-3 is formed with crest and crossbeam corresponding position, concrete can be entered between crest and crossbeam from this opening when pouring.
The crossbeam is made using U-shaped zinc-plated square tube, and the steel plate is typically formed using galvanized steel plain sheet by compacting.It is described
The crest and trough of steel plate are trapezoidal, wherein, crest is arranged for inverted trapezoidal, and trough is trapezoidal layout, therefore can be in steel plate
Lateral surface and medial surface form some trapezoidal pods respectively, these pods are pouring lightweight aggregate concrete layer and foam mixes
After solidifying soil, a tenon structure is formed with concrete layer, wherein pod is tongue-and-groove, and concrete is tenon, can be ingenious by concrete
Be secured firmly on steel plate.
Producing with installation process, it is joinery and its construction that galvanized steel plain sheet is pressed into centre, is the ripple of V-groove structure on side
Shape template, then interval punches at the horizontal Wave crest and wave trough of steel plate, inserts U-shaped zinc-plated square tube, places and weld in U-shaped square tube
Cylindrical pre-embedded bolt, with being connected and lift use with component, while in U-shaped zinc-plated square tube hypomere and trough mutually nearby opened hole,
When the reinforcing bar placed at trough meets U-shaped zinc-plated square tube, passed through from through hole, reinforced mesh, reinforced mesh are arranged in the outside of steel plate
It is connected with reinforcing bar at trough with frame muscle, makes steel plate, reinforced mesh, U-shaped zinc-plated square tube, reinforcing bar forms a stress at trough
Structural framing main body.Then pour lightweight aggregate concrete on the outside of steel plate, the surface layer waterproof mortar of lightweight aggregate concrete and
Crack resist at mortar is floating, after defects liability period, then architectural surface is laid, as wall face.The inner side of steel plate is poured with foam concrete, bubble
The surface layer laying fiberglass gridding piece of foam concrete, after defects liability period, can lay architectural surface, as inner wall surface as requested.
The height of steel plate Wave crest and wave trough pours thickness with concrete, according to the actual requirement situation in house, adjusts on demand
Whole processing.The spacing distance of U-shaped zinc-plated square tube, location arrangements can be carried out on request according to structural requirement.Concreting
When, V-groove and steel plate lengthwise position head 2cm place are reserved not to pour processing, during for board material splice, is used as to overlap.Taking
Meet place, the gap gap filler 14 on the inside of V-groove is filled, and the gap weather-resistant glue 15 in outside is filled.
Assembled steel reinforced concrete structure light wt compound external wall panel uses centre steel plate to add U-shaped steel pipe to add reinforcing bar, and wall face is with gently
Aggregate concrete, inner wall surface add the effect of mesh flake to be to learn from other's strong points to offset one's weaknesses, go to overcome using a kind of material advantages with foam concrete
The weakness of another material, the embrittlement and infiltration for solving concrete are specifically gone using the high intensity and high impervious of steel plate
Property, it is strong with the fire resistance heat insulation property durability of concrete the characteristics of wrap up steel plate, the not fire insulation for solving steel plate
The shortcomings that difference and resistance to corrosion are weak etc..
As shown in Figure 4, Figure 5, the connection of Side fascia provided by the utility model and girder steel 16 and steel column 11 uses angle steel 13
It is while firm connection, at a shock-resistant node with connecting bolt 12, this connected mode of pre-embedded bolt mesh
Reason, the deformation because of main frame can be mitigated to destruction caused by plate.
Preferred embodiment of the present utility model is the foregoing is only, for those skilled in the art, this practicality is new
Type can have various modifications and variations.All any modifications within the spirit and principles of the utility model, made, equally replace
Change, improve, should be included within the scope of protection of the utility model.
Claims (6)
1. a kind of assembled steel reinforced concrete structure light wt compound external wall panel, it is characterised in that it includes transversely embossing
Steel plate (1), the lightweight aggregate concrete layer (5) for being cast in steel plate lateral surface, the bubble concrete layer for being cast in steel plate medial surface
(8) architectural surface (4), the glass fiber mesh for the foam concrete layer surface that is laid in of lightweight aggregate concrete layer surface, are covered in
Lattice lamella (7), the both sides of steel plate are formed respectively with to accommodate another along longitudinally extending V-groove (6), the wherein V-groove of side
The V-groove of side.
2. a kind of assembled steel reinforced concrete structure light wt compound external wall panel as claimed in claim 1, it is characterised in that also including one group of phase
Mutually it is parallel and keep spacing arrangement crossbeam (10), width of each crossbeam along steel plate through steel plate crest (1-1) with
Trough (1-2), the bottom of wherein at least two crossbeam are welded with pre-embedded bolt (3), and the bar portion of pre-embedded bolt passes through steel
Plate and fiberglass gridding lamella, connect or lift for component.
3. a kind of assembled steel reinforced concrete structure light wt compound external wall panel as claimed in claim 2, it is characterised in that outside the steel plate
Side is equipped with reinforced mesh (2), and the reinforced mesh is embedded in lightweight aggregate concrete layer；Each crossbeam is opened in the trough of steel plate
Provided with through hole (10-1), reinforcing bar (9) is provided with each trough of steel plate, longitudinal direction of the reinforcing bar along steel plate sequentially passes through each crossbeam, respectively
Reinforcing bar is connected by frame muscle so that steel plate (1), reinforced mesh (2), crossbeam (10), the reinforcing bar (9) at trough are combined into a frame
Frame body.
A kind of 4. assembled steel reinforced concrete structure light wt compound external wall panel as described in claim 1 or 2 or 3, it is characterised in that the steel
Plate is galvanized steel plain sheet.
A kind of 5. assembled steel reinforced concrete structure light wt compound external wall panel as described in claim 1 or 2 or 3, it is characterised in that the steel
The crest and trough of plate are trapezoidal.
A kind of 6. assembled steel reinforced concrete structure light wt compound external wall panel as described in Claims 2 or 3, it is characterised in that：The crossbeam
Made using U-shaped zinc-plated square tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720604592.7U CN207063230U (en) | 2017-05-25 | 2017-05-25 | A kind of assembled steel reinforced concrete structure light wt compound external wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720604592.7U CN207063230U (en) | 2017-05-25 | 2017-05-25 | A kind of assembled steel reinforced concrete structure light wt compound external wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063230U true CN207063230U (en) | 2018-03-02 |
Family
ID=61505109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720604592.7U Expired - Fee Related CN207063230U (en) | 2017-05-25 | 2017-05-25 | A kind of assembled steel reinforced concrete structure light wt compound external wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207063230U (en) |
-
2017
- 2017-05-25 CN CN201720604592.7U patent/CN207063230U/en not_active Expired - Fee Related
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Legal Events
| 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: 20180302 Termination date: 20190525 |