CN210000750U - Novel reinforcing steel bar material platform - Google Patents
Novel reinforcing steel bar material platform Download PDFInfo
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- CN210000750U CN210000750U CN201920928253.3U CN201920928253U CN210000750U CN 210000750 U CN210000750 U CN 210000750U CN 201920928253 U CN201920928253 U CN 201920928253U CN 210000750 U CN210000750 U CN 210000750U
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Abstract
The utility model discloses an novel reinforcing bar material platform, expect the platform including stand and bearing, the bearing material platform includes the concrete material platform, be equipped with framework of steel reinforcement in the concrete material platform, framework of steel reinforcement includes a plurality of horizontal reinforcement and a plurality of vertical stirrup skeleton of arranging in proper order and fixing play, horizontal reinforcement includes sharp reinforcing bar and crooked reinforcing bar, the stand embedding in the crooked reinforcing bar and with crooked reinforcing bar fixes at and plays, the stand with be equipped with fixed steel bar between the vertical stirrup skeleton.
Description
Technical Field
The utility model relates to a building field especially relates to kinds of material platforms of stacking the reinforcing bar.
Background
The reinforcing bar type number is many in the building engineering, and all models all will separately place moreover, and this just needs to use reinforcing bar material platform, and the reinforcing bar material platform of I-steel welded reinforcing bar material platform commonly used and channel-section steel bolted connection is with high costs, and the reinforcing bar material platform that directly builds by laying bricks or stones has that the bearing capacity is low, ann tears open the transportation inconvenient, cyclic utilization rate low grade shortcoming.
Disclosure of Invention
The utility model aims to solve the technical problem that novel reinforcing steel bar platforms are provided aiming at the defects of the prior art, and the novel reinforcing steel bar platform has the advantages of firm and stable use, green and convenient installation and disassembly, economic applicability, high recycling rate and the like.
In order to solve the technical problem, the technical scheme of the utility model is that:
the novel reinforcing steel bar material platform comprises a stand column and a bearing material platform, wherein the bearing material platform comprises a concrete material platform, and a reinforcing steel bar framework is arranged in the concrete material platform;
the steel bar framework comprises a plurality of horizontal steel bar frameworks and a plurality of vertical stirrup frameworks which are sequentially arranged and fixed from , each horizontal steel bar framework comprises a linear steel bar and a bent steel bar, stand columns are embedded into the bent steel bars and fixed with the bent steel bars , and fixing steel bars are arranged between the stand columns and the vertical stirrup frameworks.
As improved technical proposal, the outer surfaces of the upright post and the bearing material platform are provided with anti-rust layers.
As preferred technical scheme, the stand is equipped with at least.
As preferred technical scheme, the stand is DN100 galvanized fire-fighting steel pipe.
As preferred technical solutions, the horizontal reinforcement cage is a three-level 18# reinforcement, the vertical stirrup cage is a three-level 8# reinforcement, and the fixed reinforcement is a three-level 18# reinforcement.
As improved technical schemes, pre-buried lifting hooks are arranged on two sides of the concrete material platform.
As preferred technical scheme, the embedded hook is a -shaped three-level 18# steel bar.
As preferred technical schemes, the fixed steel bars are right-angled triangle fixed steel bars, and two right-angled sides of the right-angled triangle fixed steel bars are respectively fixed to parts of the upright posts and the bottom of the vertical stirrup framework.
As preferred technical scheme, the interval between the vertical stirrup frameworks is 100-300 mm.
Since the technical scheme is used, the beneficial effects of the utility model are that:
novel reinforcing bar material platform, expect the platform including stand and bearing, the bearing expects the platform to include concrete material, be equipped with framework of steel reinforcement in the concrete material platform, framework of steel reinforcement includes a plurality of horizontal framework of steel reinforcement and a plurality of vertical stirrup skeleton of arranging in proper order and fixing plays, horizontal framework of steel reinforcement includes sharp reinforcing bar and crooked reinforcing bar, the stand embedding in the crooked reinforcing bar and with crooked reinforcing bar fixes plays, the stand with be equipped with fixed reinforcing bar between the vertical stirrup skeleton, novel reinforcing bar material platform required material price is cheaper, and makes shaping, and circulated use, ann tears need not secondary operation open, and novel reinforcing bar material platform cost of manufacture compares with I-steel welding or channel-section steel bolted connection's reinforcing bar material platform under the prerequisite of same specification and reduces more than 42%, and the steadiness has improved 37%.
The novel reinforcing steel bar platform is provided with the anti-rust layers on the outer surfaces of the upright post and the bearing material platform, so that the service life of the novel reinforcing steel bar platform is prolonged; the concrete material platform both sides are equipped with pre-buried lifting hook, make things convenient for daily transport to remove.
Drawings
The present invention will be further described in with reference to the following drawings and examples.
Fig. 1 is a perspective view of embodiment 1 of the present invention;
fig. 2 is a schematic structural view of a steel reinforcement cage according to embodiment 1 of the present invention;
FIG. 3 is a top view of FIG. 2;
fig. 4 is a perspective view of embodiment 2 of the present invention;
fig. 5 is a schematic structural view of a steel reinforcement cage according to embodiment 2 of the present invention;
FIG. 6 is a top view of FIG. 5;
in the figure, 1, a vertical column; 2. a load-bearing material table; 3. straight reinforcing steel bars; 4. bending the reinforcing steel bar; 5. a vertical stirrup framework; 6. pre-burying a lifting hook; 7. and fixing the steel bars.
Detailed Description
It should be understood that the present invention is not limited to the above-described embodiments, but is intended to cover modifications and variations of this invention, which fall within the scope of the appended claims.
Example 1
The novel reinforcing steel bar material platform comprises a stand column and a bearing material platform, wherein the bearing material platform comprises a concrete material platform, and a reinforcing steel bar framework is arranged in the concrete material platform;
the steel bar framework comprises three horizontal steel bar frameworks and five vertical stirrup frameworks, the horizontal steel bar frameworks and the five vertical stirrup frameworks are sequentially arranged and fixed from , each horizontal steel bar framework comprises a linear steel bar and a bent steel bar, the stand columns are embedded into the bent steel bars and fixed with the bent steel bars , and two fixed steel bars are arranged between the stand columns and the vertical stirrup frameworks.
Preferably, the outer surfaces of the upright post and the bearing material platform are provided with anti-rust layers, the upright post is provided with two upright posts, the upright post is a DN100 galvanized fire-fighting steel pipe, the horizontal reinforcement framework is a three-level 18# reinforcement, the vertical stirrup framework is a three-level 8# reinforcement, the fixed reinforcement is a three-level 18# reinforcement, pre-embedded lifting hooks are arranged on two sides of the concrete material platform, the pre-embedded lifting hooks are -shaped three-level 18# reinforcements, the fixed reinforcement is a right-angled triangle fixed reinforcement, two right-angled edges of the right-angled triangle fixed reinforcement are respectively fixed to portions of the upright post and the vertical stirrup framework, and the distance between the vertical stirrup frameworks is 200 mm.
Example 2
The novel reinforcing steel bar material platform comprises a stand column and a bearing material platform, wherein the bearing material platform comprises a concrete material platform, and a reinforcing steel bar framework is arranged in the concrete material platform;
the steel bar framework comprises three horizontal steel bar frameworks and five vertical stirrup frameworks, the horizontal steel bar frameworks and the five vertical stirrup frameworks are sequentially arranged and fixed from , each horizontal steel bar framework comprises a linear steel bar and a bent steel bar, the stand columns are embedded into the bent steel bars and fixed with the bent steel bars , and fixed steel bars are arranged between the stand columns and the vertical stirrup frameworks.
Preferably, the outer surfaces of the upright post and the bearing material platform are provided with antirust layers, upright posts are arranged, the upright post is a DN100 galvanized fire-fighting steel pipe, the horizontal reinforcement cage is a three-level 18# reinforcement, the vertical stirrup cage is a three-level 8# reinforcement, the fixed reinforcement is a three-level 18# reinforcement, pre-buried lifting hooks are arranged on two sides of the concrete material platform, the pre-buried lifting hooks are -shaped three-level 18# reinforcements, the fixed reinforcements are right-angled triangle fixed reinforcements, two right-angled sides of the right-angled triangle fixed reinforcements are respectively fixed to with the bottoms of the upright post and the vertical stirrup cage, and the distance between the vertical stirrup cages is 200 mm.
Claims (9)
1. Novel reinforcing bar material platform, its characterized in that: the concrete bearing device comprises a stand column and a bearing material platform, wherein the bearing material platform comprises a concrete material platform, and a steel reinforcement framework is arranged in the concrete material platform;
the steel bar framework comprises a plurality of horizontal steel bar frameworks and a plurality of vertical stirrup frameworks which are sequentially arranged and fixed from , each horizontal steel bar framework comprises a linear steel bar and a bent steel bar, stand columns are embedded into the bent steel bars and fixed with the bent steel bars , and fixing steel bars are arranged between the stand columns and the vertical stirrup frameworks.
2. A novel reinforcing bar platform as claimed in claim 1, wherein: and anti-rust layers are arranged on the outer surfaces of the upright post and the bearing material platform.
3. A novel reinforcing steel bar platform as claimed in claim 1, wherein there are at least upright posts.
4. A novel reinforcing bar platform as claimed in claim 1, wherein: the upright post is DN100 galvanized fire-fighting steel pipe.
5. A novel reinforcing bar platform as claimed in claim 1, wherein: the horizontal steel bar framework is a three-level 18# steel bar, the vertical stirrup framework is a three-level 8# steel bar, and the fixed steel bar is a three-level 18# steel bar.
6. A novel reinforcing bar platform as claimed in claim 1, wherein: and pre-buried lifting hooks are arranged on two sides of the concrete material platform.
7. The novel reinforcing steel bar platform as claimed in claim 6, wherein the pre-embedded hooks are -shaped three-stage 18# reinforcing steel bars.
8. The novel reinforcing steel bar material platform as claimed in claim 1, wherein the fixing steel bars are right-angled triangle fixing steel bars, and two right-angled sides of the right-angled triangle fixing steel bars are respectively fixed with with the bottom of the upright post and the bottom of the vertical stirrup framework.
9. A novel reinforcing bar platform as claimed in claim 1, wherein: the distance between the vertical stirrup frameworks is 100-300 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920928253.3U CN210000750U (en) | 2019-06-19 | 2019-06-19 | Novel reinforcing steel bar material platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920928253.3U CN210000750U (en) | 2019-06-19 | 2019-06-19 | Novel reinforcing steel bar material platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210000750U true CN210000750U (en) | 2020-01-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920928253.3U Active CN210000750U (en) | 2019-06-19 | 2019-06-19 | Novel reinforcing steel bar material platform |
Country Status (1)
| Country | Link |
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| CN (1) | CN210000750U (en) |
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2019
- 2019-06-19 CN CN201920928253.3U patent/CN210000750U/en active Active
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