CN203359339U - Unit-type detachable steel bar raw material stacking platform - Google Patents
Unit-type detachable steel bar raw material stacking platform Download PDFInfo
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- CN203359339U CN203359339U CN 201320441885 CN201320441885U CN203359339U CN 203359339 U CN203359339 U CN 203359339U CN 201320441885 CN201320441885 CN 201320441885 CN 201320441885 U CN201320441885 U CN 201320441885U CN 203359339 U CN203359339 U CN 203359339U
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Abstract
The utility model discloses a unit-type detachable steel bar raw material stacking platform. The unit-type detachable steel bar raw material stacking platform comprises multiple platform units, wherein each platform unit comprises a steel channel steel column and four steel channel beams, a steel plate base is fixed at the bottom of the steel channel column, a connecting plate I is fixed at an opening in the lower part of the steel channel column, four connecting plates II are respectively fixed in the four vertical directions of the lower part of the steel channel column, one of the connecting plates II is fixed on the connecting plate I, each of the four connecting plates II is provided with two screw holes, the left ends and the right ends of the four steel channel beams are respectively provided with two through holes corresponding to the screw holes in the connecting plates II, and the screw holes of the four connecting plates II are respectively in permanent connection with the two through holes in one ends of the four steel channel beams through bolts. The unit-type detachable steel bar raw material stacking platform has the advantages that the size and the shape of a steel bar stacking facility are flexibly arranged, the size and shape arrangement is flexible, the unit-type detachable steel bar raw material stacking platform is convenient and fast to dismantle and can be repeatedly used, resources are saved, and the cost is reduced.
Description
Technical field
The utility model relates to the civil engineering technical field, relates in particular to the former material stacking platform of a kind of modular detachable reinforcing bar.
Background technology
Reinforcing bar, as a large amount of materials that use in the civil engineering field, needs at the construction field (site) to arrange independently machining area and by the former material of reinforcing bar of steel mill's supply as requested, is processed into the finished product reinforcing bar that construction needs.Therefore the former material of special reinforcing bar inevitably need to be set at the construction field (site) and concentrate the stacking place.According to the needs of processing, the former material of reinforcing bar need to be distinguished the property sorts such as strength grade, specification and stack.Corrosion can occur in reinforcing bar in a humid environment, and the former material of reinforcing bar is stacked should be built on stilts with ground, avoids reinforcing bar directly to contact water or soil.
Along with the construction development in city, land resources is more and more rare, causes available place, camp site more and more less, and in work progress, according to the floor plan needs of each construction stage, the stacking place of the former material of reinforcing bar is repeatedly moved and is difficult to avoid.Therefore the civil engineering field is needed badly and a kind ofly can be met the former material of reinforcing bar and stack with ground is built on stilts, and classify and pile up according to intensity and specification, and can flexible arrangement, for convenience detach, the former material loading device of the reinforcing bar of recycling.
The utility model content
The utility model purpose is exactly in order to make up the defect of prior art, provides a kind of modular detachable reinforcing bar former material stacking platform.
The utility model is achieved through the following technical solutions:
The former material stacking platform of a kind of modular detachable reinforcing bar, include a plurality of platforms unit, described platform unit includes channel-section steel steel column and four channel-section steel girder steels, described channel-section steel steel column bottom is fixed with the steel plate base, lower opening place at the channel-section steel steel column is fixed with connecting panel one, be fixed with respectively four connecting panels two on four vertical direction below the channel-section steel steel column, one of them connecting panel two is fixed on connecting panel one, have two screws on four connecting panels two, a left side at described four channel-section steel girder steels, right two ends have two through holes corresponding with the screw of connecting panel two, the screw of four connecting panels two is bolted to connection with two through holes of four channel-section steel girder steel one ends respectively, two through holes of four channel-section steel girder steel other ends are fixedly connected with the screw of the connecting panel two of other platform unit, a plurality of platforms unit is fixedly connected with the channel-section steel girder steel by connecting panel two.
The thickness of described steel plate base is 16mm, described channel-section steel steel beam bottom square ground 100mm.
Described connecting panel one, connecting panel two and steel plate base all are connected with the channel-section steel steel column by the arc welding weld all around.
The surperficial red lead paint anti-rust paint bottoming of described channel-section steel girder steel and channel-section steel steel column, twice, face brush mixed paint.
The utility model has the advantages that: the utility model can be according to the size of workyard and the consumption of reinforcing bar, size and the shape of flexible arrangement reinforcing bar loading device, size and arrangements are flexible, and convenient disassembly, quick can reuse, economizes on resources, cost-saving.
The accompanying drawing explanation
Fig. 1 is the utility model platform block construction schematic diagram.
Fig. 2 is channel-section steel steel beam structure schematic diagram.
The specific embodiment
As Fig. 1, shown in 2, the former material stacking platform of a kind of modular detachable reinforcing bar, include a plurality of platforms unit, described platform unit includes channel-section steel steel column 1 and four channel-section steel girder steels 2, described channel-section steel steel column 1 bottom is fixed with steel plate base 3, lower opening place at channel-section steel steel column 1 is fixed with connecting panel 1, be fixed with respectively four connecting panels 25 on four vertical direction below channel-section steel steel column 1, one of them connecting panel 25 is fixed on connecting panel 1, have two screws 6 on four connecting panels 25, a left side at described four channel-section steel girder steels 2, right two ends have two through holes corresponding with the screw 6 of connecting panel 257, the screw of four connecting panels 256 is bolted to connection with two through holes 7 of four channel-section steel girder steel 2 one ends respectively, two through holes 7 of four channel-section steel girder steel 2 other ends are fixedly connected with the screw 6 of the connecting panel 25 of other platform unit, a plurality of platforms unit is fixedly connected with channel-section steel girder steel 2 by connecting panel 25.
The thickness of described steel plate base 3 is 16mm, described channel-section steel girder steel 2 square ground, bottom 100mm.
Described connecting panel 1, connecting panel 25 and steel plate base 3 all are connected with channel-section steel steel column 1 by the arc welding weld all around.
The surperficial red lead paint anti-rust paint bottoming of described channel-section steel girder steel 2 and channel-section steel steel column 1, twice, face brush mixed paint.
Claims (4)
1. the former material stacking platform of modular detachable reinforcing bar, it is characterized in that: include a plurality of platforms unit, described platform unit includes channel-section steel steel column and four channel-section steel girder steels, described channel-section steel steel column bottom is fixed with the steel plate base, lower opening place at the channel-section steel steel column is fixed with connecting panel one, be fixed with respectively four connecting panels two on four vertical direction below the channel-section steel steel column, one of them connecting panel two is fixed on connecting panel one, have two screws on four connecting panels two, a left side at described four channel-section steel girder steels, right two ends have two through holes corresponding with the screw of connecting panel two, the screw of four connecting panels two is bolted to connection with two through holes of four channel-section steel girder steel one ends respectively, two through holes of four channel-section steel girder steel other ends are fixedly connected with the screw of the connecting panel two of other platform unit, a plurality of platforms unit is fixedly connected with the channel-section steel girder steel by connecting panel two.
2. the former material stacking platform of modular detachable reinforcing bar according to claim 1, it is characterized in that: the thickness of described steel plate base is 16mm, described channel-section steel steel beam bottom square ground 100mm.
3. the former material stacking platform of modular detachable reinforcing bar according to claim 1, it is characterized in that: described connecting panel one, connecting panel two and steel plate base all are connected with the channel-section steel steel column by the arc welding weld all around.
4. the former material stacking platform of modular detachable reinforcing bar according to claim 1, is characterized in that: the surperficial red lead paint anti-rust paint bottoming of described channel-section steel girder steel and channel-section steel steel column, twice, face brush mixed paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320441885 CN203359339U (en) | 2013-07-23 | 2013-07-23 | Unit-type detachable steel bar raw material stacking platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320441885 CN203359339U (en) | 2013-07-23 | 2013-07-23 | Unit-type detachable steel bar raw material stacking platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203359339U true CN203359339U (en) | 2013-12-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320441885 Expired - Fee Related CN203359339U (en) | 2013-07-23 | 2013-07-23 | Unit-type detachable steel bar raw material stacking platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203359339U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401756A (en) * | 2014-08-12 | 2016-03-16 | 五冶集团上海有限公司 | Manufacturing method and application of standard reinforcing steel bar machining field capable of being utilized repeatedly |
| CN109989583A (en) * | 2019-04-30 | 2019-07-09 | 上海市机械施工集团有限公司 | Pannier device |
-
2013
- 2013-07-23 CN CN 201320441885 patent/CN203359339U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401756A (en) * | 2014-08-12 | 2016-03-16 | 五冶集团上海有限公司 | Manufacturing method and application of standard reinforcing steel bar machining field capable of being utilized repeatedly |
| CN109989583A (en) * | 2019-04-30 | 2019-07-09 | 上海市机械施工集团有限公司 | Pannier device |
| CN109989583B (en) * | 2019-04-30 | 2023-10-20 | 上海市机械施工集团有限公司 | Article storage device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 Termination date: 20150723 |
|
| EXPY | Termination of patent right or utility model |