CN214246274U - Assembled superimposed sheet - Google Patents
Assembled superimposed sheet Download PDFInfo
- Publication number
- CN214246274U CN214246274U CN202022833881.9U CN202022833881U CN214246274U CN 214246274 U CN214246274 U CN 214246274U CN 202022833881 U CN202022833881 U CN 202022833881U CN 214246274 U CN214246274 U CN 214246274U
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- transverse
- steel bar
- framework
- calcium silicate
- herringbone
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Abstract
The utility model relates to an assembled superimposed sheet, including calcium silicate board and skeleton, its characterized in that: the framework comprises a plurality of transverse steel bar single pieces which are arranged at intervals, each transverse steel bar single piece comprises a transverse steel bar and a transverse lower steel bar, and the transverse steel bars are connected with the transverse lower steel bars through W-shaped steel bars; a plurality of rows of herringbone support frames are longitudinally arranged on the framework, a plurality of herringbone support frames are arranged at intervals on each row, and the framework is provided with connecting ribs corresponding to the herringbone support frames on each row; the transverse single steel bar sheets are connected with the herringbone supporting frames through connecting pieces respectively. The utility model discloses the dead weight is light, and intensity is high, when having fire behavior, and the installation is fast, reduction of construction period.
Description
Technical Field
The utility model relates to a building floor and wallboard, especially an assembled superimposed sheet.
Background
Current assembled floor, wallboard on the market, the dead weight is heavier, though can play the effect of assembly, but all do not possess the effect of light, at the in-process of installation, the plate body is too thick and heavy, is unfavorable for hoist and mount to still there is the condition of making level well after the installation, the installer is long, influences the erection time period.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a quality is light, does benefit to the assembled superimposed sheet of installation.
The utility model adopts the following technical scheme:
an assembled composite slab comprises a calcium silicate board and a framework, wherein the framework is arranged on the calcium silicate board and comprises a plurality of transverse steel bar single pieces which are arranged at intervals, each transverse steel bar single piece comprises a transverse steel bar and a transverse lower steel bar, and the transverse steel bars are connected with the transverse lower steel bars through W-shaped steel bars; a plurality of rows of herringbone support frames are longitudinally arranged on the framework, a plurality of herringbone support frames are arranged at intervals on each row, and the framework is provided with connecting ribs corresponding to the herringbone support frames on each row; the transverse single steel bar sheets are connected with the herringbone supporting frames through connecting pieces respectively.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a calcium silicate board has the dead weight light with the form that framework of steel reinforcement combines, and it is more convenient to hoist, when having the fire prevention function, installs soon, and the efficiency of construction is high.
Further, the utility model discloses a following preferred scheme:
the connecting piece is of an L-shaped structure, and a transverse plate of the connecting piece is connected with the calcium silicate plate through bolts.
And the top end of the herringbone support frame, the transverse steel bars and the connecting positions of the connecting bars form hoisting points.
The adjacent calcium silicate boards are connected through keels.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of FIG. 1;
FIG. 3 is a side view of FIG. 1;
fig. 4 is a schematic view of the installation of the present invention;
FIG. 5 is a schematic structural view of the installation of the connector and the calcium silicate board;
in the figure: a reinforced high-strength calcium silicate board 1; transverse reinforcing steel bars 2; a transverse lower reinforcing bar 3; a W-shaped steel bar 4; a connecting member 5; a transverse plate 51; a connecting rib 6; a herringbone support frame 7; a T-shaped keel 8; a hoisting point 9; supporting the main runner 10; supporting the iron pipe 11; a support adjusting screw rod 12; a support system 13.
Detailed Description
The invention is further described with reference to the following figures and specific embodiments.
An assembled laminated slab mainly comprises a reinforced high-strength calcium silicate board 1 and a framework, wherein the framework is integrally arranged on the upper surface of the reinforced high-strength calcium silicate board 1.
The skeleton comprises multi-disc horizontal reinforcing bar monolithic, and horizontal reinforcing bar monolithic comprises horizontal reinforcing bar 2 and horizontal lower reinforcing bar 3, connects through W shaped steel muscle 4 between horizontal reinforcing bar 2 and the horizontal lower reinforcing bar 3, and W shaped steel muscle 4 welds into a whole with horizontal reinforcing bar 2 and horizontal lower reinforcing bar 3 respectively, and 1 upper surface of the calcium silicate board that adds muscle high strength is provided with a plurality of connecting pieces 5 along every horizontal lower reinforcing bar 3 equidistant, and horizontal lower reinforcing bar 3 and connecting piece 5 welded fastening.
The framework is longitudinally provided with a plurality of rows of herringbone support frames 7, a plurality of herringbone support frames 7 are arranged at intervals on each row (in the embodiment, three rows of herringbone support frames 7 are longitudinally arranged on the framework at equal intervals, four herringbone support frames 7 are arranged on each row at equal intervals), the upper surface of the reinforced high-strength calcium silicate plate 1 is respectively provided with a connecting piece 5 corresponding to two ends of each herringbone support frame 7, and two ends of each herringbone support frame 7 are respectively welded with the connecting pieces 5.
In the embodiment, the top end of the herringbone support frame 7 is welded with the bottom of the transverse steel bar 2, the bottom of the connecting rib 6 is welded with the top end of the transverse steel bar 2, and a hoisting point 9 is formed at the cross connection position of the top end of the herringbone support frame 7, the transverse steel bar 2 and the connecting piece 5.
In this embodiment, the connecting member 5 is an L-shaped structure, and the transverse plate 51 of the connecting member 5 is connected to the reinforced high-strength calcium silicate plate 1 by bolts.
In this embodiment, when two adjacent reinforced high-strength calcium silicate boards 1 are spliced, the n-shaped keels 8 are placed on the spliced seam, then the self-tapping is utilized to fix the n-shaped keels 8 with the two reinforced high-strength calcium silicate boards 1 respectively, the sizes of the n-shaped keels 8 and the reinforced high-strength calcium silicate boards 1 should be capable of being normally matched, and the gaps are reduced to the minimum after the two reinforced high-strength calcium silicate boards 1 are matched in place.
In this embodiment, the reinforcing bar 2, the reinforcing bar 3, herringbone support frame 7 and splice bar 6 adopt the reinforcing bar of diameter 8mm respectively under horizontal, and W shaped steel adopts the reinforcing bar that the diameter is 5 mm.
As shown in fig. 4, when more than two laminated slabs are spliced, after the supporting main keel 10, the supporting iron pipe 11, the supporting adjusting screw 12 and the like of the supporting system 13 are erected, the laminated slabs are fixed in an ultra-flat mode, then the designed laminated slabs are hung on the supporting main keel 10 (the lower surface of the reinforced high-strength calcium silicate plate 1 is attached to the supporting main keel 10), and then the exposed part of the reinforcing steel bar is connected with the building main body for pouring.
In this embodiment, the transverse steel bar 2, the transverse lower steel bar 3, the herringbone support frame 7 and the connecting bar 6 are respectively steel bars with a diameter of 8mm, and the W-shaped steel bar 4 is a steel bar with a diameter of 5 mm.
The finished product specification of this assembled superimposed sheet can support following size: the target 2440 × 1220 × 12 can be made into various specifications according to construction design drawings.
In the installation, according to the design of construction design drawing deepening, every produces the serial number, and the job site is hoisted according to deepening the design serial number, simple to operate, and the advantage is that the dead weight is light, and fire-retardant grade is high, is greater than ordinary floor intensity and is equivalent to inside by several dark roof beams, main part building installation fast, and the efficiency of construction is high, indoor plastering process of leaving out, saves advantages such as manual work and material.
The above is only the concrete embodiments of the present invention, but the protection of the present invention is not limited to this, and all the equivalent changes or replacements proposed to the technical features of the present technical solution, which can be considered by those skilled in the art, are included in the protection scope of the present invention.
Claims (4)
1. An assembled composite slab, comprising a calcium silicate board and a skeleton, characterized in that: the framework is arranged on the calcium silicate board and comprises a plurality of transverse single steel bars arranged at intervals, each transverse single steel bar comprises a transverse steel bar and a transverse lower steel bar, and the transverse steel bars are connected with the transverse lower steel bars through W-shaped steel bars; a plurality of rows of herringbone support frames are longitudinally arranged on the framework, a plurality of herringbone support frames are arranged at intervals on each row, and the framework is provided with connecting ribs corresponding to the herringbone support frames on each row; the transverse single steel bar sheets are connected with the herringbone supporting frames through connecting pieces respectively.
2. The fabricated composite slab of claim 1, wherein: the connecting piece is of an L-shaped structure, and a transverse plate of the connecting piece is connected with the calcium silicate plate through bolts.
3. The fabricated composite slab of claim 1, wherein: and the top end of the herringbone support frame, the transverse steel bars and the connecting positions of the connecting bars form hoisting points.
4. The fabricated composite slab of claim 1, wherein: the adjacent calcium silicate boards are connected through keels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022833881.9U CN214246274U (en) | 2020-12-01 | 2020-12-01 | Assembled superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022833881.9U CN214246274U (en) | 2020-12-01 | 2020-12-01 | Assembled superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214246274U true CN214246274U (en) | 2021-09-21 |
Family
ID=77736764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022833881.9U Active CN214246274U (en) | 2020-12-01 | 2020-12-01 | Assembled superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214246274U (en) |
-
2020
- 2020-12-01 CN CN202022833881.9U patent/CN214246274U/en active Active
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