CN214614988U - High-bearing concrete plate - Google Patents

High-bearing concrete plate Download PDF

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Publication number
CN214614988U
CN214614988U CN202023186424.1U CN202023186424U CN214614988U CN 214614988 U CN214614988 U CN 214614988U CN 202023186424 U CN202023186424 U CN 202023186424U CN 214614988 U CN214614988 U CN 214614988U
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China
Prior art keywords
iron sheet
concrete
annular
annular iron
rectangular frame
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CN202023186424.1U
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Chinese (zh)
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高鹏
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Jining Jinzhu New Building Material Technology Co ltd
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Jining Jinzhu New Building Material Technology Co ltd
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Abstract

The utility model relates to a high bearing capacity concrete panel of high bearing capacity concrete panel, the reinforcing bar net is placed to rectangle frame iron leather collar inboard, rectangle frame iron leather collar lower surface and annular iron sheet A upper surface fixed connection, rectangle frame iron sheet upper surface and annular iron sheet B lower surface fixed connection, the regional inboard concrete of pouring that rectangle frame iron leather collar, annular iron sheet A, annular iron sheet B enclosed, the reinforcing bar net is located the concrete is inboard. The utility model discloses beneficial effect: high firmness, durability, rigidity and strength.

Description

High-bearing concrete plate
Technical Field
The utility model relates to a concrete slab especially relates to high bearing capacity concrete panel.
Background
The common concrete is artificial stone which is prepared by taking cement as a main cementing material, mixing water, sand, stones, chemical additives and mineral admixtures if necessary, uniformly stirring, compacting, forming, curing and hardening according to a proper proportion, and a concrete plate is a concrete prefabricated member processed and produced by a concrete prefabricating yard, and the firmness, durability, rigidity and strength of the common very-concrete plate are lower.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the concrete slab with high bearing capacity solves the problem that the existing concrete slab is low in firmness, durability, rigidity and strength.
The utility model discloses a solve the technical scheme that the problem that the aforesaid provided adopted and be:
high bearing capacity concrete board, including rectangular frame iron leather collar 1, annular iron sheet A2, annular iron sheet B3, reinforcing bar net 4 and concrete 5, reinforcing bar net 4 is placed to rectangular frame iron leather collar 1 inboard, rectangular frame iron leather collar 1 lower surface and annular iron sheet A2 upper surface fixed connection, rectangular frame iron leather collar 1 upper surface and annular iron sheet B3 lower surface fixed connection, the regional inboard concrete 5 of pouring that rectangular frame iron leather collar 1, annular iron sheet A2, annular iron sheet B3 enclose, reinforcing bar net 4 is located concrete 5 is inboard.
Annular iron sheet A2 inside wall equipartition fixed a plurality of iron sheet strips A6 that set up, annular iron sheet B3 inside wall equipartition is fixed a plurality of iron sheet strips B7 that set up, iron sheet strip A6 is convenient for take-up annular iron sheet A2 inside wall, iron sheet strip B7 is convenient for take-up annular iron sheet B3 inside wall.
A plurality of through holes 8 are respectively formed in the front side wall and the rear side wall of the rectangular frame iron leather ring 1, and the weight of the rectangular frame iron leather ring 1 is convenient to reduce through the through holes 8.
Rectangle frame iron leather collar 1 before, place bracing piece A9 between the left side through-hole 8 that the back lateral wall was seted up, place bracing piece B10 between the right side through-hole 8 that rectangle frame iron leather collar 1 before, the back lateral wall was seted up, just reinforcing bar net 4 is located respectively bracing piece A9, bracing piece B10 upside are convenient for support reinforcing bar net 4 through bracing piece A9, bracing piece B10.
The utility model discloses a theory of operation: the lower surface of the rectangular frame iron leather ring is welded and fixed with the edge of the upper surface of the annular iron sheet A, the upper surface of the rectangular frame iron leather ring is welded and fixed with the edge of the lower surface of the annular iron sheet B, the reinforcing mesh is placed in the space of the rectangular frame iron leather ring, the annular iron sheet A and the annular iron sheet B which enclose the city, the supporting rod A is inserted in front of the rectangular frame iron leather ring and in the through hole formed in the left side of the rear side wall, the supporting rod B is inserted in front of the rectangular frame iron leather ring and in the through hole formed in the right side of the rear side wall, the reinforcing mesh is positioned in the supporting rod A and the supporting rod B, concrete is poured into the space surrounded by the rectangular frame iron leather ring, the annular iron sheet A and the annular iron sheet B, the reinforcing mesh is buried into the concrete, in the concrete solidification process, the concrete with the protruding through holes formed in the rectangular frame iron leather ring is scraped, the concrete on the upper surface of the annular iron sheet B is scraped, and the concrete sheet is transported after the concrete is solidified.
The beneficial effects of the utility model reside in that: 1. high firmness, durability, rigidity and strength. 2. Annular iron sheet A inside wall equipartition is fixed to set up a plurality of iron sheet strip A, annular iron sheet B inside wall equipartition is fixed to set up a plurality of iron sheet strip B, and iron sheet strip A is convenient for take-up annular iron sheet A inside wall, and iron sheet strip B is convenient for take-up annular iron sheet B inside wall. 3. A plurality of through holes are respectively formed in the front side wall and the rear side wall of the rectangular frame iron leather ring, and the weight of the rectangular frame iron leather ring is convenient to reduce through the through holes. 4. The support rod A is placed between the left side through holes formed in the front side wall and the rear side wall of the rectangular frame iron leather collar, the support rod B is placed between the right side through holes formed in the front side wall and the rear side wall of the rectangular frame iron leather collar, and the reinforcing mesh is located on the upper sides of the support rod A and the support rod B respectively, so that the reinforcing mesh is supported through the support rod A and the support rod B.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural diagram of the present invention;
fig. 3 is a schematic structural diagram of the present invention;
fig. 4 is a schematic structural diagram of the present invention;
fig. 5 is a schematic structural diagram of the present invention;
fig. 6 is a schematic structural diagram of the present invention.
Wherein, 1-rectangular frame iron sheet ring, 2-annular iron sheet A, 3-annular iron sheet B, 4-reinforcing mesh, 5-concrete, 6-iron sheet strip A, 7-iron sheet strip B, 8-through hole, 9-support rod A and 10-support rod B.
Detailed Description
The embodiments of the present invention will be further explained with reference to the drawings.
Referring to fig. 1 to 6, the concrete slab with high load bearing capacity according to the embodiment includes a rectangular frame iron sheet ring 1, an annular iron sheet a2, an annular iron sheet B3, a steel mesh 4, and concrete 5, where the steel mesh 4 is placed inside the rectangular frame iron sheet ring 1, the lower surface of the rectangular frame iron sheet ring 1 is fixedly connected with the upper surface of the annular iron sheet a2, the upper surface of the rectangular frame iron sheet ring 1 is fixedly connected with the lower surface of the annular iron sheet B3, concrete 5 is poured inside an area surrounded by the rectangular frame iron sheet ring 1, the annular iron sheet a2, and the annular iron sheet B3, and the steel mesh 4 is located inside the concrete 5.
Annular iron sheet A2 inside wall equipartition fixed six iron sheet strip A6 that set up, annular iron sheet B3 inside wall equipartition is fixed to be set up a plurality of iron sheet strip B7, and iron sheet strip A6 is convenient for taut annular iron sheet A2 inside wall, and iron sheet strip B7 is convenient for taut annular iron sheet B3 inside wall.
Six through holes 8 are respectively formed in the front side wall and the rear side wall of the rectangular frame iron leather ring 1, and the weight of the rectangular frame iron leather ring 1 is convenient to reduce through the through holes 8.
Rectangle frame iron leather collar 1 before, place bracing piece A9 between the left side through-hole 8 that the back lateral wall was seted up, place bracing piece B10 between the right side through-hole 8 that rectangle frame iron leather collar 1 before, the back lateral wall was seted up, just reinforcing bar net 4 is located respectively bracing piece A9, bracing piece B10 upside are convenient for support reinforcing bar net 4 through bracing piece A9, bracing piece B10.
The working principle of the specific embodiment is as follows: the lower surface of the rectangular frame iron leather ring is welded and fixed with the edge of the upper surface of the annular iron sheet A, the upper surface of the rectangular frame iron leather ring is welded and fixed with the edge of the lower surface of the annular iron sheet B, the reinforcing mesh is placed in the space of the rectangular frame iron leather ring, the annular iron sheet A and the annular iron sheet B which enclose the city, the supporting rod A is inserted in front of the rectangular frame iron leather ring and in the through hole formed in the left side of the rear side wall, the supporting rod B is inserted in front of the rectangular frame iron leather ring and in the through hole formed in the right side of the rear side wall, the reinforcing mesh is positioned in the supporting rod A and the supporting rod B, concrete is poured into the space surrounded by the rectangular frame iron leather ring, the annular iron sheet A and the annular iron sheet B, the reinforcing mesh is buried into the concrete, in the concrete solidification process, the concrete with the protruding through holes formed in the rectangular frame iron leather ring is scraped, the concrete on the upper surface of the annular iron sheet B is scraped, and the concrete sheet is transported after the concrete is solidified.
The beneficial effects of the utility model reside in that: 1. high firmness, durability, rigidity and strength. 2. Six iron sheet strip A of fixed setting of annular iron sheet A inside wall equipartition, annular iron sheet B inside wall equipartition is fixed to be set up a plurality of iron sheet strip B, and iron sheet strip A is convenient for take-up annular iron sheet A inside wall, and iron sheet strip B is convenient for take-up annular iron sheet B inside wall. 3. Six through holes are respectively formed in the front side wall and the rear side wall of the rectangular frame iron leather ring, and the weight of the rectangular frame iron leather ring is convenient to reduce through the through holes. 4. The support rod A is placed between the left side through holes formed in the front side wall and the rear side wall of the rectangular frame iron leather collar, the support rod B is placed between the right side through holes formed in the front side wall and the rear side wall of the rectangular frame iron leather collar, and the reinforcing mesh is located on the upper sides of the support rod A and the support rod B respectively, so that the reinforcing mesh is supported through the support rod A and the support rod B.
The utility model discloses a concrete embodiment does not constitute the pair the utility model discloses a restriction, all adopt the utility model discloses a similar structure and change are all in the utility model discloses a within the protection scope.

Claims (4)

1. High bearing capacity concrete slab, its characterized in that: including rectangle frame iron leather collar (1), annular iron sheet A (2), annular iron sheet B (3), reinforcing bar net (4), concrete (5), reinforcing bar net (4) are placed to rectangle frame iron leather collar (1) inboard, rectangle frame iron leather collar (1) lower surface and annular iron sheet A (2) upper surface fixed connection, rectangle frame iron leather collar (1) upper surface and annular iron sheet B (3) lower surface fixed connection, concrete (5) are pour to the regional inboard that rectangle frame iron leather collar (1), annular iron sheet A (2), annular iron sheet B (3) enclose, reinforcing bar net (4) are located concrete (5) are inboard.
2. The high load bearing concrete panel of claim 1, wherein: annular iron sheet A (2) inside wall equipartition fixed set up a plurality of iron sheet strips A (6), annular iron sheet B (3) inside wall equipartition fixed set up a plurality of iron sheet strips B (7).
3. The high load bearing concrete panel of claim 1, wherein: the front side wall and the rear side wall of the rectangular frame iron leather ring (1) are respectively provided with a plurality of through holes (8).
4. A high load bearing concrete panel as claimed in claim 3 wherein: the supporting rod A (9) is placed between the left side through holes (8) formed in the front side wall and the rear side wall of the rectangular frame iron leather collar (1), the supporting rod B (10) is placed between the right side through holes (8) formed in the front side wall and the rear side wall of the rectangular frame iron leather collar (1), and the reinforcing mesh (4) is located on the upper sides of the supporting rod A (9) and the supporting rod B (10) respectively.
CN202023186424.1U 2020-12-26 2020-12-26 High-bearing concrete plate Active CN214614988U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023186424.1U CN214614988U (en) 2020-12-26 2020-12-26 High-bearing concrete plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023186424.1U CN214614988U (en) 2020-12-26 2020-12-26 High-bearing concrete plate

Publications (1)

Publication Number Publication Date
CN214614988U true CN214614988U (en) 2021-11-05

Family

ID=78432282

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202023186424.1U Active CN214614988U (en) 2020-12-26 2020-12-26 High-bearing concrete plate

Country Status (1)

Country Link
CN (1) CN214614988U (en)

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