CN220613970U - Fixed layering horizontal steel bar stacking rack platform - Google Patents
Fixed layering horizontal steel bar stacking rack platform Download PDFInfo
- Publication number
- CN220613970U CN220613970U CN202321068993.7U CN202321068993U CN220613970U CN 220613970 U CN220613970 U CN 220613970U CN 202321068993 U CN202321068993 U CN 202321068993U CN 220613970 U CN220613970 U CN 220613970U
- Authority
- CN
- China
- Prior art keywords
- straight
- straight pipe
- pipe
- pipes
- ninth
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 230000004323 axial length Effects 0.000 claims abstract description 4
- 230000002035 prolonged effect Effects 0.000 claims abstract description 3
- 230000008093 supporting effect Effects 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 230000000903 blocking effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Pallets (AREA)
Abstract
The utility model discloses a fixed layered horizontal steel bar stacking rack platform, and belongs to the field of construction equipment. The platform comprises a first straight pipe, a second straight pipe, a third straight pipe, a fourth straight pipe, a fifth straight pipe, a sixth straight pipe and a ninth straight pipe; the first straight pipes are arranged in parallel in the space and form a three-layer structure from top to bottom; the first straight pipe, the fourth straight pipe, the third straight pipe, the second straight pipe and the ninth straight pipe form a frame structure with a trapezoid vertical cross section perpendicular to the first straight pipe; a plurality of fifth straight pipes which incline outwards and upwards are arranged on the ninth straight pipe at intervals along the axial direction; the outer end part of the fifth straight pipe is detachably connected with a sixth straight pipe, and the axial length of the fifth straight pipe can be prolonged through the sixth straight pipe. The device is applicable to all scene reinforcing bars and stacks, and the platform stacks conveniently, does not need to make a round trip to carry the reinforcing bar, places the reinforcing bar layering of different models on the working face, reaches the reinforcing bar and stacks the clear purpose of distinguishing, and the practicality is strong.
Description
Technical Field
The utility model belongs to the field of construction equipment, and particularly relates to a fixed layered horizontal steel bar stacking rack platform.
Background
The conventional practice of stacking the reinforcing steel bars is to stack the machined reinforcing steel bars in sections. Conventional stacking of rebars tends to result in: (1) Yellow rust appears on the surface of the steel bar due to rain and snow erosion and moist warehouse environment and poor ventilation, the steel bar is seriously changed into red, and the steel bar is changed into dark brown after a long time, and even the phenomenon of scale flaking occurs. (2) Reinforcing steel bars with different varieties and grades and different diameters are piled together, in particular to secondary steel and tertiary steel which are difficult to distinguish and influence the use,
therefore, it is needed to provide a stacking device which is simple in structure, not easy to corrode and clear in the resolution of stacking of the reinforcing steel bars.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art and provides a fixed layered horizontal steel bar stacking rack platform. By layering the stacking frames, the variety, grade and diameter of the steel bars can be determined when the steel bars are stacked, and the situation that the steel bars are difficult to distinguish when in use is avoided; the steel bars are placed in a layered and suspended mode, the steel bars are prevented from contacting rainwater, and rust peeling phenomenon occurs, so that the use condition of the steel bars is affected.
The specific technical scheme adopted by the utility model is as follows:
the utility model provides a fixed layered horizontal steel bar stacking rack platform which comprises a first straight pipe, a second straight pipe, a third straight pipe, a fourth straight pipe, a fifth straight pipe, a sixth straight pipe and a ninth straight pipe; the first straight pipes are arranged in parallel in space, and a three-layer structure is formed from top to bottom, wherein each layer of structure comprises at least two first straight pipes positioned on the same horizontal plane; the first straight pipes in the uppermost layer structure are fixedly connected through a plurality of fourth straight pipes, the first straight pipes in the middle layer structure are fixedly connected through a plurality of third straight pipes, and the first straight pipes in the lowermost layer structure are fixedly connected through a plurality of second straight pipes; in each layer of structure, the fourth straight pipe, the third straight pipe and the second straight pipe are all arranged at intervals along the length direction of the first straight pipe; the first straight pipes positioned at the outermost sides of the same side of each layer of structure are fixedly connected through a plurality of ninth straight pipes which incline vertically inwards, and the ninth straight pipes are arranged at intervals along the length direction of the first straight pipes; the fourth straight pipe, the third straight pipe, the second straight pipe and the ninth straight pipe jointly form a frame structure with a trapezoid vertical cross section perpendicular to the first straight pipe; a plurality of fifth straight pipes which incline outwards and upwards are arranged on the ninth straight pipe at intervals along the axial direction; the outer end part of the fifth straight pipe is detachably connected with a sixth straight pipe, and the axial length of the fifth straight pipe can be prolonged through the sixth straight pipe.
Preferably, the first straight tube, the second straight tube, the third straight tube, the fourth straight tube, the fifth straight tube, the sixth straight tube and the ninth straight tube are rectangular square steel tubes, the side lengths of the cross section rectangles of the first straight tube, the second straight tube, the third straight tube, the fourth straight tube, the fifth straight tube and the ninth straight tube are 4cm, and the side length of the cross section rectangle of the sixth straight tube is 3.5cm.
Preferably, a reinforcing column for supporting is fixed between the bottom of each fifth straight pipe and the ninth straight pipe, and the reinforcing column, the fifth straight pipe and the ninth straight pipe form a triangle-like structure.
Further, the reinforcing column is a steel pipe column, the length of the reinforcing column is 17cm, and the reinforcing column is welded with the fifth straight pipe and the ninth straight pipe in a connecting mode.
Preferably, a vertical eighth straight pipe is fixed at the axial center of the upper surface of each fourth straight pipe, and the tops of all the eighth straight pipes are connected into a whole through a seventh straight pipe.
Further, welding is performed between the fourth straight pipe and the eighth straight pipe and between the eighth straight pipe and the seventh straight pipe; the eighth straight pipe and the seventh straight pipe are rectangular square steel pipes, and the side length of the cross section rectangle is 4cm; the length of the eighth straight pipe is 10cm, and the length of the seventh straight pipe is 390cm.
Preferably, the first straight tube has a length of 390cm, the second straight tube has a length of 66cm, the third straight tube has a length of 50cm, the fourth straight tube has a length of 30cm, the fifth straight tube has a length of 35cm, the sixth straight tube has a length of 30cm, and the ninth straight tube has a length of 108cm.
Preferably, the vertical distance between each adjacent layer of structure is 54cm; on the same ninth straight pipe, the distance between adjacent fifth straight pipes is 27cm.
Preferably, the connection mode between the fifth straight pipe and the sixth straight pipe is socket connection.
Preferably, a blocking member for preventing the steel bar from sliding down is fixed to the outer end of the sixth straight pipe.
Compared with the prior art, the utility model has the following beneficial effects:
the device is applicable to all scene reinforcing bars and stacks, and the platform stacks conveniently, does not need to make a round trip to carry the reinforcing bar, places the reinforcing bar layering of different models on the working face, reaches the reinforcing bar and stacks the clear purpose of distinguishing, and the practicality is strong. If the project is used in a plurality of times, the cost is saved more obviously.
Drawings
FIG. 1 is a schematic diagram of the structure of the device of the present utility model;
fig. 2 is a front view (a) and a side view (b) of the device of the present utility model;
FIG. 3 is a schematic structural view of a reinforcing column (a) and a sixth straight tube (b);
the reference numerals in the drawings are: a first straight pipe 1, a second straight pipe 2, a third straight pipe 3, a fourth straight pipe 4, a fifth straight pipe 5, a sixth straight pipe 6, a seventh straight pipe 7, an eighth straight pipe 8, a ninth straight pipe 9 and a reinforcing column 10.
Detailed Description
The utility model is further illustrated and described below with reference to the drawings and detailed description. The technical features of the embodiments of the utility model can be combined correspondingly on the premise of no mutual conflict.
As shown in fig. 1, the fixed layered horizontal steel bar stacking rack platform provided by the utility model mainly comprises a first straight pipe 1, a second straight pipe 2, a third straight pipe 3, a fourth straight pipe 4, a fifth straight pipe 5, a sixth straight pipe 6 and a ninth straight pipe 9. The structure and connection of the components will be described in detail.
In the device of the utility model, a plurality of first straight pipes 1 are arranged in parallel in space, and a three-layer structure is formed from top to bottom, and each layer structure comprises at least two first straight pipes 1 positioned on the same horizontal plane.
In this embodiment, as shown in fig. 2, the vertical distance between each layer of structure is 54cm, and each layer of structure contains two first straight pipes 1 which are positioned on the same horizontal plane and are arranged in parallel at intervals. Seen from the side along the length direction parallel to the first straight pipes 1, six first straight pipes 1 can be sequentially connected to form a trapezoid structure with the upper part narrow and the lower part wide. In practical application, the first straight pipe 1 may be a rectangular square steel pipe with a length of 390cm and a side length of 4cm.
In the device of the utility model, the first straight pipes 1 in the uppermost layer structure are fixedly connected through a plurality of fourth straight pipes 4, the first straight pipes 1 in the middle layer structure are fixedly connected through a plurality of third straight pipes 3, and the first straight pipes 1 in the lowermost layer structure are fixedly connected through a plurality of second straight pipes 2. In each layer of structure, the fourth straight pipe 4, the third straight pipe 3 and the second straight pipe 2 are all arranged at intervals along the length direction of the first straight pipe 1.
As shown in fig. 2, in this embodiment, the first straight tube 1, the fourth straight tube 4, the third straight tube 3 and the second straight tube 2 are all welded and fixed, and the first straight tube 1 and the fourth straight tube 4 of the uppermost layer, the first straight tube 1 and the third straight tube 3 of the middle layer, and the first straight tube 1 and the second straight tube 2 of the lowermost layer are all perpendicular to each other in the axial direction. In this embodiment, four fourth straight pipes 4, four third straight pipes 3 and four second straight pipes 2 are respectively provided, the fourth straight pipes 4, the third straight pipes 3 and the second straight pipes 2 are rectangular square steel pipes, the side lengths of the cross section rectangles are 4cm, the length of the second straight pipes 2 is 66cm, the length of the third straight pipes 3 is 50cm, and the length of the fourth straight pipes 4 is 30cm.
In the device, the first straight pipes 1 positioned at the outermost side of the same side of each layer of structure are fixedly connected through a plurality of ninth straight pipes 9 which incline vertically inwards, and the ninth straight pipes 9 are arranged at intervals along the length direction of the first straight pipes 1. That is, the ninth straight pipe 9 has two groups, which are located on both sides of the overall structure constituted by all the first straight pipes 1, respectively, and serve as the sides of the trapezoid structure. The fourth straight pipe 4, the third straight pipe 3, the second straight pipe 2 and the ninth straight pipe 9 together form a frame structure with a trapezoid vertical cross section perpendicular to the first straight pipe 1. The vertical cross section here refers to a section seen from the side in a direction parallel to the length of the first straight tube 1.
As shown in fig. 2, in the present embodiment, the first straight pipe 1 and the ninth straight pipe 9 are connected by welding, and the first straight pipe 1 and the ninth straight pipe 9 are perpendicular to each other in the axial direction. In this embodiment, four fifth straight pipes 6 are provided on each side, eight straight pipes are provided on each side, and the bottom of the fifth straight pipe can pass through the first straight pipe 1 with the lowest layer structure to serve as supporting feet, the bottom surface of each supporting foot is in the same horizontal plane, and a flat plate for enlarging the occupied area can be additionally provided on the bottom surface of the supporting foot to ensure the overall stability of the device. The ninth straight pipe 9 can be a rectangular square steel pipe, the side length of the cross section rectangle is 4cm, and the length is 108cm.
In order to make the device of the utility model more compact and beautiful, and simultaneously, the number and the connection positions of the fourth straight pipe 4, the third straight pipe 3, the second straight pipe 2 and the ninth straight pipe 9 can be set to be the same in consideration of structural strength, namely, on the vertical cross section where each fourth straight pipe 4 is positioned, one fourth straight pipe 4, one third straight pipe 3, one second straight pipe 2 and two ninth straight pipes 9 which incline vertically inwards are arranged.
In the device of the utility model, a plurality of fifth straight pipes 5 which are outwards and upwards inclined are arranged on the ninth straight pipe 9 at intervals along the axial direction. The direction of outwards is far away from the third straight pipe 3, so that the classified steel bars can be arranged above the fifth straight pipe 5 which is positioned on the same horizontal plane on each ninth straight pipe 9, and the fifth straight pipe 5 can exert upward supporting force on the steel bars.
As shown in fig. 2, in the present embodiment, the ninth straight pipe 9 and the fifth straight pipe 5 are connected by welding, and the ninth straight pipe 9 and the fifth straight pipe 5 are perpendicular to each other in the axial direction. In this embodiment, the number of fifth straight pipes 5 connected to each ninth straight pipe 9 is 5, and for the same ninth straight pipe 9, the distance between adjacent fifth straight pipes 5 is 27cm. In order to provide a better supporting effect for the reinforcing bars, the fifth straight pipes 5 on each ninth straight pipe 9 may be arranged at the same position, that is, the lengths of the fifth straight pipes 5 arranged on each ninth straight pipe 9 from the end portions are sequentially equal. The fifth straight pipe 5 can be a rectangular square steel pipe, the side length of the cross section rectangle is 4cm, and the length is 35cm.
In the device of the present utility model, the sixth straight pipe 6 is detachably connected to the outer end portion of the fifth straight pipe 5, and the axial length of the fifth straight pipe 5 can be extended by the sixth straight pipe 6.
As shown in fig. 3 (b), the fifth straight pipe 5 and the sixth straight pipe 6 are connected in a socket connection manner, specifically, by the difference between the cross-sectional dimensions of the fifth straight pipe 5 and the sixth straight pipe 6. In this embodiment, the sixth straight tube 6 may be a rectangular square steel tube, and the side length of the cross section rectangle is 3.5cm, and the length is 30cm. In addition, in order to prevent the steel bars from slipping off the edge of the stacking surface, a blocking member for preventing the steel bars from slipping off may be fixed to the outer end portion of the sixth straight pipe 6, and the blocking member may be of a steel plate structure. In actual use, the length of the sixth straight pipe 6 can be adjusted to prolong the fifth straight pipe 5 according to the field requirement, so that the steel bar stacking space can be increased.
In order to increase the strength of the device, a reinforcing column 10 for supporting is fixed between the bottom of each fifth straight pipe 5 and the ninth straight pipe 9, and the reinforcing column 10, the fifth straight pipe 5 and the ninth straight pipe 9 form a triangular supporting structure. As shown in fig. 3 (a), the reinforcement column 10 is a steel pipe column, has a length of 17cm, and is welded to the fifth straight pipe 5 and the ninth straight pipe 9.
Further, a vertical eighth straight pipe 8 is fixed at the axial center of the upper surface of each fourth straight pipe 4, and the tops of all the eighth straight pipes 8 are connected as a whole by a seventh straight pipe 7, and upper section layering is performed by this structure. Welding is adopted between the fourth straight pipe 4 and the eighth straight pipe 8 and between the eighth straight pipe 8 and the seventh straight pipe 7. The eighth straight pipe 8 and the seventh straight pipe 7 are rectangular square steel pipes, and the side length of the cross section rectangle is 4cm. The length of the eighth straight tube 8 is 10cm, and the length of the seventh straight tube 7 is 390cm.
When the steel bars are stacked, the types, grades and diameters of the steel bars are firstly divided, then the steel bars are horizontally arranged on the fifth straight pipe 5 and the sixth straight pipe 6 at different horizontal plane positions according to classification, and the steel bars roll down to the inner side and lean against the ninth straight pipe 9 due to the upward inclined arrangement of the fifth straight pipe 5. After the steel bars are stacked, the steel bars are moved to a dry place for placement, so that the phenomenon that the steel bars are rusted or even peeled off is avoided, and the subsequent use is influenced.
Therefore, according to the utility model, 1) the types and the sizes of the steel bars are distinguished through the design of a plurality of stacking platforms, so that the phenomenon that the types and the grades of the steel bars are mixed and disordered in use during construction is prevented; 2) Through the design of socket joint formula rectangle square steel, the effectual usage space that increases stack platform has increased the efficiency of construction, but socket joint formula rectangle square steel cyclic utilization, if the turnover of project is used many times, practice thrift the cost more showing.
The above embodiment is only a preferred embodiment of the present utility model, but it is not intended to limit the present utility model. Various changes and modifications may be made by one of ordinary skill in the pertinent art without departing from the spirit and scope of the present utility model. Therefore, all the technical schemes obtained by adopting the equivalent substitution or equivalent transformation are within the protection scope of the utility model.
Claims (10)
1. The fixed layered horizontal steel bar stacking rack platform is characterized by comprising a first straight pipe (1), a second straight pipe (2), a third straight pipe (3), a fourth straight pipe (4), a fifth straight pipe (5), a sixth straight pipe (6) and a ninth straight pipe (9); the first straight pipes (1) are arranged in parallel in space, and a three-layer structure is formed from top to bottom, wherein each layer of structure comprises at least two first straight pipes (1) positioned on the same horizontal plane; the first straight pipes (1) in the uppermost layer structure are fixedly connected through a plurality of fourth straight pipes (4), the first straight pipes (1) in the middle layer structure are fixedly connected through a plurality of third straight pipes (3), and the first straight pipes (1) in the lowermost layer structure are fixedly connected through a plurality of second straight pipes (2); in each layer of structure, the fourth straight pipe (4), the third straight pipe (3) and the second straight pipe (2) are arranged at intervals along the length direction of the first straight pipe (1); the first straight pipes (1) positioned at the outermost side of the same side of each layer of structure are fixedly connected through a plurality of ninth straight pipes (9) which incline vertically inwards, and the ninth straight pipes (9) are arranged at intervals along the length direction of the first straight pipes (1); the fourth straight pipe (4), the third straight pipe (3), the second straight pipe (2) and the ninth straight pipe (9) jointly form a frame structure with a trapezoid vertical cross section perpendicular to the first straight pipe (1); a plurality of fifth straight pipes (5) which incline outwards and upwards are arranged on the ninth straight pipe (9) at intervals along the axial direction; the outer end part of the fifth straight pipe (5) is detachably connected with a sixth straight pipe (6), and the axial length of the fifth straight pipe (5) can be prolonged through the sixth straight pipe (6).
2. The fixed layered horizontal steel bar stacking rack platform according to claim 1, wherein the first straight tube (1), the second straight tube (2), the third straight tube (3), the fourth straight tube (4), the fifth straight tube (5), the sixth straight tube (6) and the ninth straight tube (9) are rectangular square steel tubes, the side length of the cross section rectangle of the first straight tube (1), the second straight tube (2), the third straight tube (3), the fourth straight tube (4), the fifth straight tube (5) and the ninth straight tube (9) is 4cm, and the side length of the cross section rectangle of the sixth straight tube (6) is 3.5cm.
3. The fixed layered horizontal steel bar stacking rack platform according to claim 1, wherein a reinforcing column (10) for supporting is fixed between the bottom of each fifth straight pipe (5) and the ninth straight pipe (9), and the reinforcing column (10), the fifth straight pipe (5) and the ninth straight pipe (9) form a triangle-like structure.
4. A stationary layered horizontal reinforcement bar stacking rack platform according to claim 3, characterized in that the reinforcement column (10) is a steel pipe column, the length is 17cm, and the connection means between the reinforcement column and the fifth straight pipe (5) and the ninth straight pipe (9) is welding.
5. The fixed layered horizontal steel bar stacking rack platform according to claim 1, wherein a vertical eighth straight pipe (8) is fixed at the axial center of the upper surface of each fourth straight pipe (4), and the tops of all the eighth straight pipes (8) are connected into a whole through a seventh straight pipe (7).
6. The fixed layered horizontal steel bar stacking rack platform according to claim 5, wherein welding is performed between the fourth straight pipe (4) and the eighth straight pipe (8) and between the eighth straight pipe (8) and the seventh straight pipe (7); the eighth straight pipe (8) and the seventh straight pipe (7) are rectangular square steel pipes, and the side length of the cross section rectangle is 4cm; the length of the eighth straight pipe (8) is 10cm, and the length of the seventh straight pipe (7) is 390cm.
7. The fixed layered horizontal reinforcement bar stacking rack platform of claim 1, wherein the first straight tube (1) is 390cm long, the second straight tube (2) is 66cm long, the third straight tube (3) is 50cm long, the fourth straight tube (4) is 30cm long, the fifth straight tube (5) is 35cm long, the sixth straight tube (6) is 30cm long, and the ninth straight tube (9) is 108cm long.
8. A stationary layered horizontal rebar stacking platform according to claim 1, wherein the vertical distance between adjacent layers of structure is 54cm; on the same ninth straight pipe (9), the distance between the adjacent fifth straight pipes (5) is 27cm.
9. A stationary layered horizontal reinforcement bar stacking rack platform according to claim 1, characterized in that the connection between the fifth straight tube (5) and the sixth straight tube (6) is a socket connection.
10. A fixed layered horizontal bar stacking rack platform according to claim 1, characterized in that the outer end of the sixth straight tube (6) is fixed with a blocking member preventing bars from slipping off.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320395257 | 2023-03-06 | ||
CN2023203952576 | 2023-03-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220613970U true CN220613970U (en) | 2024-03-19 |
Family
ID=90232542
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321068993.7U Active CN220613970U (en) | 2023-03-06 | 2023-05-06 | Fixed layering horizontal steel bar stacking rack platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN220613970U (en) |
-
2023
- 2023-05-06 CN CN202321068993.7U patent/CN220613970U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202272318U (en) | Folding scaffold steel tube packing support | |
CN220613970U (en) | Fixed layering horizontal steel bar stacking rack platform | |
CN207104886U (en) | A kind of double-deck piling bin | |
CN220575899U (en) | Fixed layering vertical steel bar stacking rack platform | |
CN206287121U (en) | Reinforcing bar storing unit | |
CN207001100U (en) | A kind of superimposed sheet stacking frame | |
CN202272317U (en) | Packaging rack for steel pipes of scaffold | |
CN112298462B (en) | Binding bridge combined upright post suitable for container ship | |
CN214241154U (en) | Outdoor ladder way for ship | |
CN112227762A (en) | Passage structure for transporting materials to high-rise building | |
CN111236662A (en) | Rapid assembly unloading platform capable of protecting head | |
CN110921047B (en) | Stackable formwork transporting and stacking rack and using method thereof | |
CN116408764A (en) | Movable steel bar stacking rack platform | |
CN207578371U (en) | Plate vertical storage frame | |
CN206367707U (en) | Bracing members for construction site stack bracket | |
CN218714825U (en) | Disc buckle type safety protection channel | |
CN207843652U (en) | A kind of steel billet pallet | |
CN218843668U (en) | PC piling bin safety device | |
CN217456781U (en) | Stacking frame for aluminum bar stacks | |
CN217075143U (en) | Finished section bar material rack | |
CN217350362U (en) | Tool capable of stacking and hoisting stirrups | |
CN205894763U (en) | Reinforcing bar material stock canopy | |
CN205653029U (en) | Superimposed sheet storage rack | |
CN211618924U (en) | Adjustable goods shelves of waterproofing membrane | |
CN214139346U (en) | Defeated oil pipe stacks support |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |