CN215978518U - Steel bar binding operation platform - Google Patents
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- CN215978518U CN215978518U CN202121303452.9U CN202121303452U CN215978518U CN 215978518 U CN215978518 U CN 215978518U CN 202121303452 U CN202121303452 U CN 202121303452U CN 215978518 U CN215978518 U CN 215978518U
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Abstract
The application provides a steel bar binding operation platform, which belongs to the field of constructional engineering and comprises a vertical supporting structure, a transverse supporting structure, a tie bar and a protective structure, wherein the vertical supporting structure is provided with a hooking part which is used for hooking a transverse steel bar of a shear wall; the transverse supporting structure is fixedly connected with the vertical supporting structure; the lacing wire is respectively connected with the vertical supporting structure and the transverse supporting structure; the protective structure is arranged on the transverse supporting structure and is positioned on one side departing from the lacing wire. The application provides a reinforcement platform, the hookup portion that vertical support structure set up can articulate on the horizontal reinforcing bar that the ligature was accomplished on the shear force wall, and the operation personnel can sit or stand and carry out reinforcement on horizontal support structure, and protective structure can be used for the operation personnel to lean on, but the exclusive use, also can a plurality of this operation platform combination uses, and simple to operate is simple, and the operation personnel of being convenient for operate, and then has improved work efficiency.
Description
Technical Field
The utility model relates to the field of constructional engineering, in particular to a steel bar binding operation platform.
Background
At present, with the development of national economy and construction technology, the building scale is continuously enlarged, the building height is also continuously increased, high-rise and super high-rise buildings become important building forms, and concrete frame structures are common seismic structures and are often used in high-rise and super high-rise buildings. Because of the standard is higher layer by layer, the degree of difficulty of vertical component reinforcement is great, and current vertical reinforcement adopts reinforcement scaffold frame to operate usually, however reinforcement scaffold frame need set up in a large number and demolish, construction complex operation, in addition, to some narrow and small places, can't set up the scaffold frame usually, lead to the construction difficulty, influence construction efficiency.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims to overcome the defects in the prior art, and provides a steel bar binding operation platform to solve the technical problems that the construction efficiency is low easily caused by complicated steps of erecting and disassembling because a scaffold is adopted to erect and bind vertical steel bars in the prior art.
The utility model provides the following technical scheme:
the utility model provides a steel bar binding operation platform, which comprises:
the vertical supporting structure is provided with a hooking part, and the hooking part is used for hooking a transverse steel bar of the shear wall;
the transverse supporting structure is fixedly connected with the vertical supporting structure;
the tie bars are respectively connected with the vertical supporting structures and the transverse supporting structures; and
and the protective structure is arranged on the transverse supporting structure and is positioned on one side deviating from the lacing wire.
In some embodiments of the present application, the guard structure is arranged to extend in a direction perpendicular to the lateral support structure.
In some embodiments of the present application, the cross-section of the guard structure has an area that gradually decreases in a direction away from the lateral support structure.
In some embodiments of the present application, the horizontal support structure and the vertical support structure are connected perpendicular to each other, and one end of the tie bar is connected with the horizontal support structure, and the other end is connected with the vertical support structure, so that the horizontal support structure, the vertical support structure and the tie bar form a right triangle.
In some embodiments of the present application, the vertical support structure includes at least two first reinforcing bars arranged in parallel with each other, and a connection bar is connected between adjacent first reinforcing bars.
In some embodiments of the present application, the lateral support structure includes at least two second reinforcing bars disposed parallel to each other, the second reinforcing bars are perpendicular to the first reinforcing bars, and a support bar is connected between adjacent second reinforcing bars.
In some embodiments of the present application, a distance between two adjacent first steel bars is greater than or equal to 20cm and less than 30 cm; and/or
The distance between two adjacent second reinforcing steel bars is greater than or equal to 20cm and smaller than 30 cm.
In some embodiments of the present application, the hook portion is formed by bending one end of the first steel bar in a direction away from the lateral support structure, and the hook portion is in a V-shaped structure.
In some embodiments of the present application, an inner side of the hooking portion is provided with an anti-slip structure layer.
In some embodiments of the present application, the reinforcement bar binding operation platform further comprises a support plate, wherein the support plate is laid on the transverse support structure and can be abutted against the protective structure.
The embodiment of the utility model has the following advantages:
the application provides a reinforcement operation platform, the hookup portion that vertical support structure set up can articulate on the horizontal reinforcing bar that the ligature was accomplished on the shear force wall, horizontal bearing structure is connected with vertical support structure, and simultaneously, the lacing wire is connected horizontal bearing structure and vertical support structure, realize the effect of strengthening the connection, the operation personnel can sit on horizontal bearing structure or stand and carry out reinforcement on horizontal bearing structure, protective structure can be used for the operation personnel to lean on, perhaps when using a plurality of this operation platforms, can place a plurality of backup pads on horizontal bearing structure, protective structure can restrict the backup pad and drop from horizontal bearing structure, but the exclusive use, also can a plurality of this operation platforms combined use, and convenient to operate is simple, the operation personnel of being convenient for operate, and then work efficiency has been improved.
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible and comprehensible, preferred embodiments accompanied with figures are described in detail below.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view illustrating a structure of a reinforcement platform according to an embodiment of the present disclosure;
FIG. 2 shows a left side view of the rebar tying platform provided in FIG. 1;
FIG. 3 shows a top view of the rebar tying platform provided in FIG. 1;
FIG. 4 shows a perspective view of a transverse support structure of a rebar tying platform provided by another embodiment of the present application;
FIG. 5 shows a partial schematic view of the hooking portion of a rebar tying platform provided by an embodiment of the present application;
FIG. 6 is a schematic view of a mounting support plate using multiple sets of reinforcement bar binding platforms according to another embodiment of the present application;
FIG. 7 shows another perspective structural view of a mounting support plate using multiple sets of rebar tying platforms according to another embodiment of the present application;
FIG. 8 shows a schematic view of transverse lashing bars hanging from a shear wall of a rebar lashing platform provided by an embodiment of the present application;
fig. 9 shows a schematic view of a worker sitting on a reinforcement bar binding platform according to an embodiment of the present application.
Description of the main element symbols:
10-a vertical support structure; 20-a lateral support structure; 30-stretching the ribs; 40-a protective structure; 50-a hook; 60-a support plate;
101-a first rebar; 102-a tie bar;
201-a second rebar; 202-support ribs;
501-antiskid structural layer.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. In contrast, when an element is referred to as being "directly on" another element, there are no intervening elements present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used in the description of the templates herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Example one
Referring to fig. 1, 8 and 9, an embodiment of the present invention provides a reinforcement binding operation platform, including a vertical support structure 10, a horizontal support structure 20, a tie bar 30 and a protective structure 40, where the vertical support structure 10 is provided with a hooking portion 50, and the hooking portion 50 is used for hooking on a horizontal reinforcement of a shear wall; the transverse supporting structure 20 is fixedly connected with the vertical supporting structure 10; the tie bars 30 are respectively connected with the vertical support structure 10 and the transverse support structure 20; the guard structure 40 is arranged on the lateral support structure 20 on a side facing away from the tie bar 30.
The vertical supporting structure 10 can be arranged along the height direction parallel to the shear wall, one end of the transverse supporting structure 20 is welded with the top end of the vertical supporting structure 10 to ensure the welding strength, one end of the tie bar 30 is connected with the bottom end of the vertical supporting structure 10, the other end of the tie bar 30 is connected with one end of the transverse supporting structure 20 far away from the vertical supporting structure 10, the connection can be completed by welding, the welding strength of each welding position needs to be ensured, the protective structure 40 is correspondingly connected on the transverse supporting structure 20, the protective structure 40 and the tie bar 30 are arranged on two opposite sides of the transverse supporting structure 20, meanwhile, a hooking part 50 is formed on the vertical supporting structure 10, the hooking part 50 is used for hooking on the transverse binding steel bars forming the shear wall, the transverse binding steel bars are the binding steel bars, and then the whole operating platform is hung on the finished transverse binding steel bars, the operation personnel can directly stand on horizontal bearing structure 20 or sit and carry out the ligature of vertical component reinforcing bar on horizontal bearing structure 20, the operation of being convenient for, in addition, operating personnel need wear the safety helmet and tie up the safety belt in operation process, avoids taking place to fall.
What need to say is, when operating, need confirm the ligature fastness of the horizontal reinforcing bar of shear force wall, after confirming the completion, the operation platform that the rethread this embodiment provided articulates on this horizontal reinforcing bar.
In the steel bar binding operation platform provided by the embodiment, the hooking part 50 arranged on the vertical supporting structure 10 can be hooked on the transverse steel bar bound on the shear wall, the transverse supporting structure 20 is connected with the vertical supporting structure 10, meanwhile, the tie bar 30 is connected with the transverse supporting structure 20 and the vertical supporting structure 10 to realize the effect of reinforcing connection, an operator can sit on the transverse supporting structure 20 or stand on the transverse supporting structure 20 to bind the steel bar, the protection structure 40 can be used for leaning of the operator, or, please refer to fig. 6 and 7, when a plurality of operation platforms are used, a plurality of support plates 60 can be placed on the transverse supporting structure 20, the protection structure 40 can limit the support plates 60 from falling off from the transverse supporting structure 20, and can be used independently or used in combination with a plurality of operation platforms, the installation is convenient and simple, and the operation of the operator is convenient, and then improved work efficiency, be applicable to the vertical reinforcement of wall, post reinforcing bar to and reinforcement uses when highly higher, especially can't set up the scaffold frame, can adopt this reinforcement platform to operate, avoided adopting among the prior art to set up the scaffold frame and lead to its problem that efficiency of construction is low and can't realize reinforcement's problem to some positions that can't set up the scaffold frame.
In some embodiments of the present application, optionally, referring to fig. 1 and 2, the shielding structure 40 is disposed to extend in a direction perpendicular to the lateral support structure 20.
In this embodiment, the protection structure 40 extends along a direction perpendicular to the lateral support structure 20, that is, protrudes out of the plane where the lateral support structure 20 is located, and extends towards the plane far away from the lateral support structure 20, when an operator sits on the lateral support structure 20, the protection structure 40 can form a backrest, so that the operator can sit on the lateral support structure 20 more comfortably, in addition, please refer to fig. 6 and 7, when a plurality of reinforcement operation platforms are used in combination, the support plates 60 can be laid on the plurality of lateral support structures 20, at this time, the protection structure 40 has a limiting effect on the support plates 60, so as to prevent the support plates 60 from falling off, and facilitate the operator to perform reinforcement binding by moving laterally on the combined operation platform.
In the above embodiment of the present application, further, referring to fig. 2, the cross-sectional area of the shielding structure 40 is gradually reduced in a direction away from the lateral support structure 20.
In the present embodiment, the protective structure 40 is designed such that the protective structure 40 forms a trapezoid, which not only can implement the function of leaning the worker in the above embodiments, as shown in fig. 6, but also can implement the limiting function of the supporting plate 60, and such structural design can reduce the use of materials, thereby reducing the manufacturing cost of the product.
It should be noted that the protective structure 40 in any of the above embodiments may be formed by bending a steel bar and welding the steel bar with the transverse support structure 20, or by welding a plurality of angle steels with each other, and then welding the steel bar with the transverse support structure 20 or connecting the steel bar with bolts, the maximum width of the protective structure 40 may be set to 25cm, the minimum width may be 20cm, and the height of the protective structure 40 may be designed to 30cm, so as to ensure the limiting function of the support plate 60, and also be used for the depending function of the operator, thereby avoiding the height of the protective structure 40 being too high, which is inconvenient to carry and assemble.
In some embodiments of the present application, optionally, referring to fig. 1, the transverse support structure 20 and the vertical support structure 10 are vertically connected to each other, and one end of the tie bar 30 is connected to the transverse support structure 20, and the other end is connected to the vertical support structure 10, so that the transverse support structure 20, the vertical support structure 10 and the tie bar 30 form a right triangle.
In this embodiment, the horizontal supporting structure 20 and the vertical supporting structure 10 are vertically connected to each other, both of them can be welded by using metal structural members, one end of the horizontal supporting structure 20 is fixedly connected to the vertical supporting structure 10, the fixed connection manner can be welding or by clamping connection, etc., the other end of the horizontal supporting structure 20 is fixedly connected to one end of the tie bar 30, the other end of the tie bar 30 is fixedly connected to the bottom end of the vertical supporting structure 10, so that the horizontal supporting structure 20, the vertical supporting structure 10 and the tie bar 30 are connected to form a right triangle, wherein the included angle formed between the horizontal supporting structure 20 and the tie bar 30 is 35 degrees, the included angle formed between the tie bar 30 and the vertical supporting structure 10 is 55 degrees, and the included angle between the horizontal supporting structure 20 and the vertical supporting structure 10 is 90 degrees, so that an operator stands on the horizontal supporting structure 20 or sits on the horizontal supporting structure 20 to form a horizontal plane, the comfort during operation is improved.
In some embodiments of the present application, optionally, referring to fig. 2, the vertical support structure 10 includes at least two first reinforcing bars 101 disposed in parallel, and a connecting bar 102 is connected between adjacent first reinforcing bars 101.
In this embodiment, the vertical supporting structure 10 may be formed by a plurality of first reinforcing bars 101, for example, by two first reinforcing bars 101 parallel to each other, and a plurality of connecting bars 102 are connected between two first reinforcing bars 101, the distance between two first reinforcing bars 101 may be 25cm, 27cm, 30cm, etc., the diameter of the first reinforcing bar 101 may be 18mm, so as to ensure the structural strength thereof, and such a structural design is simple and easy, and at the same time, it may be ensured that the whole vertical supporting structure 10 is light and convenient to take and assemble. Of course, the vertical supporting structure 10 may also adopt three first reinforcing bars 101 or four first reinforcing bars 101, and in addition, when two first reinforcing bars 101 are used, the two first reinforcing bars 101 may also be arranged in a non-parallel manner, for example, forming a trapezoidal structure.
In some embodiments of the present application, referring to fig. 3 and 4, the transverse supporting structure 20 includes at least two second reinforcing bars 201 disposed parallel to each other, the second reinforcing bars 201 are perpendicular to the first reinforcing bars 101, and a supporting bar 202 is connected between adjacent second reinforcing bars 201.
In this embodiment, in an embodiment that the vertical support structure 10 employs a plurality of first steel bars 101, the horizontal support structure 20 may also employ a plurality of second steel bars 201, and of course the horizontal support structure 20 may also employ a plurality of second steel bars 201 alone, specifically, for example, the horizontal support structure 20 is formed by two second steel bars 201 parallel to each other, wherein two second steel bars 201 are connected by a support rib 202, the connection manner may employ welding or clamping connection, etc., the number of the support ribs 202 may be multiple, the plurality of support ribs 202 are connected between two support ribs 202 at intervals along the length direction of the second steel bars 201, for example, from the first support rib 202 near the vertical support structure 10 to the second support rib 202 and the third support rib 202 far away from the vertical support structure 10 in sequence, the distance between the first support rib 202 and the second support rib 202 is 18.5cm, the distance between the second support rib 202 and the third support rib 202 is 15cm, and the distance between the third support rib 202 and the fourth support rib 202 is 15cm, so that the structural strength of the transverse support structure 20 is ensured.
In the embodiment of the present application, in which the transverse support structure 20 and the vertical support structure 10 are made of steel bars, further, the distance between two adjacent first steel bars 101 is greater than or equal to 20cm and less than 30 cm; and/or the distance between two adjacent second reinforcing steel bars 201 is greater than or equal to 20cm and less than 30 cm.
In this embodiment, the distance between the two first steel bars 101 is set to be greater than or equal to 20cm and smaller than 30cm, for example, the distance between the two first steel bars 101 is 25cm, which can ensure that the stress strength between the two first steel bars 101 is balanced when the hooking portion 50 designed at the top of the first steel bar 101 hooks the transverse binding steel bars. In addition, the distance between the two second reinforcing bars 201 can be kept to be greater than or equal to 20cm and less than 30cm at the same time, and such design is mainly to facilitate the operator to sit on or stand on the outer sides of the two second reinforcing bars 201 when the operator sits on the transverse support structure 20, and also to facilitate the operator to sit on or stand on the support plates by laying the support plates on the two second reinforcing bars 201. Here, the distance between the two second reinforcing bars 201 may be 25cm, and of course, the distance between the two second reinforcing bars 201 may be other dimensions, which are not described herein again.
In some embodiments of the present application, optionally, referring to fig. 1 and 5, the hook 50 is formed by bending an end of the first steel bar 101 in a direction away from the transverse support structure 20, and the hook 50 is in a V-shaped structure.
In this embodiment, the hooking portion 50 may be formed by bending an end of the first reinforcing bar 101 to form an inverted V-shaped hook, so that the hooking portion is prevented from falling off from the lateral lashing reinforcing bar.
In the above embodiment of the present application, further, as shown in fig. 5, an anti-slip structural layer 501 is disposed on the inner side of the hooking portion 50.
In this embodiment, the anti-slip structure layer 501 may be installed on the inner side of the hooking portion 50, for example, made of soft rubber, so that slip is not likely to occur when the hooking portion 50 is hooked on the transverse lashing steel bars, and the connection reliability is improved.
In any of the above embodiments, this reinforcement operation platform can be applicable to the reinforcement of wall, post reinforcing bar to and the reinforcement uses when highly higher, especially can not set up the scaffold frame, can adopt this reinforcement platform to operate.
Example two
On the basis of any one of the above embodiments of the present application, please refer to fig. 6 and 7, the reinforcement operation platform may adopt a plurality of combinations to be installed on the transverse reinforcement of the shear wall, and in order to facilitate the movement of the operator in the transverse direction, specifically, the reinforcement operation platform further includes a support plate 60, and the support plate 60 is laid on the transverse support structure 20 and can abut against the protective structure 40. That is to say, the supporting plate 60 can be laid on the transverse supporting structure 20 of two adjacent above-mentioned steel bar binding operation platforms, so that the operator can transversely move to another position where the vertical steel bar member needs to be bound after the operation on the steel bars of the currently bound vertical member is finished.
Finally, it should be noted that, in the structure in which the transverse support structure 20 and the vertical support structure 10 employ steel bars, the vertical support structure 10 and the transverse support structure 20 may also replace the steel bars with angle steels, and the connection manner between the angle steels may employ welding or bolt connection.
In summary, in the reinforcement bar binding operation platform provided by the present application, the hooking portion 50 of the vertical support structure 10 can be hooked on the horizontal reinforcement bar bound on the shear wall, the horizontal support structure 20 is connected with the vertical support structure 10, meanwhile, the tie bars 30 connect the transverse support structure 20 and the vertical support structure 10 to reinforce the connection, so that the operator can sit on the transverse support structure 20 or stand on the transverse support structure 20 to perform reinforcement binding, the protective structure 40 can be used for leaning of the operator, or when a plurality of such work platforms are used, a plurality of support plates 60 may be placed on the lateral support structure 20, the shielding structure 40 may limit the support plates 60 from falling off the lateral support structure 20, but the exclusive use also can a plurality of these operation platform combination uses, simple to operate is simple, and the operating personnel of being convenient for operate, and then has improved work efficiency. In addition, when this reinforcement operation platform adopted the steel bar welding to constitute, usable steel bar scrap was processed, made its cost comparatively cheap, and simple manufacture, the quality is comparatively light, uses safe and reliable, has improved operation personnel's work efficiency greatly, can wholly install and demolish to reach the purpose of having enough to meet the need the use, both can satisfy green construction requirement, be favorable to festival material again.
In all examples shown and described herein, any particular value should be construed as merely exemplary, and not as a limitation, and thus other examples of example embodiments may have different values.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
The above examples are merely illustrative of several embodiments of the present invention, and the description thereof is more specific and detailed, but not to be construed as limiting the scope of the utility model. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention.
Claims (10)
1. A reinforcement bar binding operation platform is characterized by comprising:
the vertical supporting structure is provided with a hooking part, and the hooking part is used for hooking a transverse steel bar of the shear wall;
the transverse supporting structure is fixedly connected with the vertical supporting structure;
the tie bars are respectively connected with the vertical supporting structures and the transverse supporting structures; and
and the protective structure is arranged on the transverse supporting structure and is positioned on one side deviating from the lacing wire.
2. A reinforcement bar tying operation platform according to claim 1, wherein the guard formation extends in a direction perpendicular to the lateral support formation.
3. A reinforcement bar tying operation platform according to claim 2, wherein the cross-section of the shielding structure is of decreasing area in a direction away from the lateral support structure.
4. A reinforcement bar banding operation platform as claimed in claim 1, wherein said lateral support structure and said vertical support structure are connected perpendicularly to each other and said tie bar is connected at one end to said lateral support structure and at the other end to said vertical support structure such that said lateral support structure, vertical support structure and said tie bar form a right triangle.
5. A reinforcement bar binding operation platform according to claim 1, wherein the vertical support structure comprises at least two first reinforcement bars arranged in parallel with each other, and a connecting bar is connected between adjacent first reinforcement bars.
6. A reinforcement bar binding operation platform according to claim 5, wherein the lateral support structure comprises at least two second reinforcement bars arranged in parallel with each other, the second reinforcement bars are perpendicularly connected with the first reinforcement bars, and support bars are connected between adjacent second reinforcement bars.
7. The steel bar binding operation platform according to claim 6, wherein the distance between two adjacent first steel bars is greater than or equal to 20cm and less than 30 cm; and/or
The distance between two adjacent second reinforcing steel bars is greater than or equal to 20cm and smaller than 30 cm.
8. A reinforcement bar binding operation platform according to claim 5, wherein the hooking part is formed by bending one end of the first reinforcement bar in a direction away from the transverse support structure, and the hooking part is in a V-shaped structure.
9. A reinforcement bar binding operation platform according to claim 1, wherein an anti-slip structure layer is provided on the inner side of the hooking part.
10. The rebar tying operation platform of claim 1 further comprising a support plate, the support plate being laid on the transverse support structure and capable of abutting against the protective structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121303452.9U CN215978518U (en) | 2021-06-10 | 2021-06-10 | Steel bar binding operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121303452.9U CN215978518U (en) | 2021-06-10 | 2021-06-10 | Steel bar binding operation platform |
Publications (1)
| Publication Number | Publication Date |
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| CN215978518U true CN215978518U (en) | 2022-03-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121303452.9U Active CN215978518U (en) | 2021-06-10 | 2021-06-10 | Steel bar binding operation platform |
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| CN (1) | CN215978518U (en) |
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- 2021-06-10 CN CN202121303452.9U patent/CN215978518U/en active Active
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