Construction independent frame column steel binding operation platform

Abstract

The utility model discloses a kind of building construction independent frame column reinforcement binding operation platform, it is related to building construction technical field, and wherein, building construction independent frame column reinforcement binding operation platform, including two enclosures;The technical scheme of the utility model is by setting multiple support units, multiple support units are stacked to form enclosure, the long end of one enclosure is connected with the short end of another enclosure, to form the binding space for reinforcement threading in this way, while realizing the binding operation of reinforcement, by increasing the number of support units in enclosure, to increase the number of layers, to facilitate the realization of high-rise reinforcement binding, and by the way of support unit stacking to form enclosure, greatly improve the construction speed of the platform for binding reinforcement, to improve the binding efficiency.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to an operating platform for tying steel bars in independent frame columns during building construction. Background Technology

[0002] During the construction process, frame columns need to be installed. Frame columns are generally made up of multiple steel bars that are manually tied by workers. Since most frame columns are large frames with a high height, scaffolding platforms need to be erected during the tying process so that users can climb up to tie the steel bars.

[0003] The existing scaffolding platform requires multiple steel pipes and connectors to be joined together. Since there are multiple frame columns on the platform, each binding requires repeated binding, which results in low binding efficiency and increases the difficulty of the work. Utility Model Content

[0004] The main purpose of this utility model is to propose an operation platform for binding steel bars of independent frame columns in building construction, which aims to improve binding efficiency and work efficiency.

[0005] To achieve the above objectives, the present invention proposes a construction independent frame column rebar tying operation platform, comprising:

[0006] Two enclosing frames are spliced ​​together to form a binding space, and steel bars are inserted into the binding space;

[0007] The enclosure frame includes at least two support units, and multiple support units are stacked. Each support unit is provided with a support plate, which is L-shaped. Two support plates on the same plane are joined together to form a support plane, and the support plane surrounds the binding space.

[0008] In one embodiment, the support plate includes a first side and a second side, the first side being connected to the side of the second side, and the first side and the second side being connected in an L-shape.

[0009] In one embodiment, a connecting plate is slidably provided on the second side, and the connecting plate slides to the other first side on the same plane so that the two support plates are joined together.

[0010] In one embodiment, the support unit further includes a plurality of support columns, and the support plate is provided with a plurality of support columns on the side of the support plate near the binding space and on the side of the support plate away from the binding space, and the support plate is connected to the middle of the support columns.

[0011] In one embodiment, two first connecting members are provided on the two supporting columns of the first side near the other support unit, and two second connecting members are provided on the two supporting columns of the second side near the other support unit;

[0012] The first docking member on one of the support units is connected to the second docking member on the other support unit.

[0013] In one embodiment, the two second mating members are flush with the surface of the support column, and the two first mating members are provided with a first gap from the surface of the support column.

[0014] In one embodiment, both the first docking member and the second docking member are provided with through holes, the first docking member and the second docking member are stacked and connected, and the through holes of the first docking member and the through holes of the second docking member are connected.

[0015] In one embodiment, the support column has a first connecting hole on each of its opposite sides.

[0016] In one embodiment, the support column is provided with a second connecting portion on each of its opposite sides.

[0017] In one embodiment, a connecting rod is connected between a plurality of support columns located on the same side of the support plate.

[0018] The technical solution of this utility model sets up multiple support units, which are stacked to form an enclosure. The long end of one enclosure is connected to the short end of another enclosure, thus forming a binding space for rebar threading. While realizing the binding operation of rebar, the number of support units in the enclosure increases the number of layers, thereby facilitating the binding of high-rise rebar. Moreover, the method of stacking support units to form an enclosure greatly improves the construction speed of the platform for binding rebar, thereby improving the binding efficiency. Attached Figure Description

[0019] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.

[0020] Figure 1 A structural schematic diagram of an embodiment of the independent frame column rebar tying operation platform for building construction provided by this utility model;

[0021] Figure 2A structural schematic diagram of another embodiment of the independent frame column rebar tying operation platform provided by this utility model;

[0022] Figure 3 A side view of an embodiment of the independent frame column rebar tying operation platform provided by this utility model;

[0023] Figure 4 A top view of an embodiment of the independent frame column rebar tying operation platform provided by this utility model;

[0024] Figure 5 A structural schematic diagram of the first embodiment of the support unit for the independent frame column rebar tying operation platform in building construction provided by this utility model;

[0025] Figure 6 A structural schematic diagram of the second embodiment of the support unit for the independent frame column rebar tying operation platform in building construction provided by this utility model;

[0026] Figure 7 A structural schematic diagram of the third embodiment of the support unit for the independent frame column rebar tying operation platform in building construction provided by this utility model;

[0027] Figure 8 This is a structural schematic diagram of the fourth embodiment of the support unit for the independent frame column rebar tying operation platform provided by this utility model.

[0028] Explanation of icon numbers:

[0029] 10. Binding space; 20. Connecting rod; 30. Support unit; 31. Support plate; 311. First side; 312. Second side; 32. First connecting piece; 33. Support column; 331. First connecting hole; 332. Second connecting part; 34. Second connecting piece; 40. Rolling structure; 50. Climbing frame; 60. Diagonal brace.

[0030] The realization of the purpose, functional features and advantages of this utility model will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0031] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present utility model.

[0032] It should be noted that if the embodiments of this utility model involve directional indicators (such as up, down, left, right, front, back, etc.), the directional indicators are only used to explain the relative positional relationship and movement of the components in a specific posture. If the specific posture changes, the directional indicators will also change accordingly.

[0033] Furthermore, if the embodiments of this utility model involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the use of "and / or" or "and / or" throughout the text includes three parallel solutions. For example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0034] During the construction process, frame columns need to be installed. Frame columns are generally made up of multiple steel bars that are manually tied by workers. Since most frame columns are large frames with a high height, scaffolding platforms need to be erected during the tying process so that users can climb up to tie the steel bars.

[0035] The existing scaffolding platform requires multiple steel pipes and connectors to be joined together. Since there are multiple frame columns on the platform, each binding requires repeated binding, which results in low binding efficiency and increases the difficulty of the work.

[0036] This utility model proposes an operation platform for tying steel bars in independent frame columns during building construction.

[0037] Please see Figure 1 In one embodiment of this utility model, the independent frame column reinforcement binding operation platform for building construction includes:

[0038] Two enclosing frames are spliced ​​together to form a binding space 10, and steel bars are inserted into the binding space 10.

[0039] The enclosure frame includes at least two support units 30, and multiple support units 30 are stacked. Each support unit 30 is provided with a support plate 31. The support plate 31 is L-shaped, and two support plates 31 on the same plane are joined together to form a support plane, and the support plane surrounds the binding space 10.

[0040] It is understandable that, such as Figure 4 As shown, both of the enclosure frames are L-shaped, with the long end of one enclosure frame connected to the short end of the other enclosure frame, so that the binding space 10 formed by the two enclosure frames is used for the installation of reinforcing bars.

[0041] Preferably, the bottom of the support unit 30 located at the bottom is provided with a plurality of rolling structures 40.

[0042] It is understandable that when multiple support units 30 are stacked to form the enclosure frame, and a binding platform needs to be built, the enclosure frame can be pushed directly to bring the two enclosure frames closer to each other, thus improving the movement efficiency.

[0043] like Figure 2 As shown, the support plate 31 is L-shaped. When the two enclosure frames are spliced ​​together, the two support plates 31 of the two enclosure frames on the same plane are connected to each other to form a plane that allows workers to walk and to tie the reinforcing bars around the binding space 10.

[0044] It is understandable that the special shape of the support plate 31, which forms the support unit 30, can also form a platform for workers to walk around the binding space 10. Each layer of the support unit 30 can form a platform for workers to walk, thereby facilitating workers to bind the higher frame columns.

[0045] To facilitate climbing by workers, such as Figure 3 As shown, a climbing frame 50 is provided on the side of one of the enclosure frames to facilitate the movement of workers between the different layers of the frame.

[0046] Furthermore, in order for the climbing frame 50 to adapt to the enclosure frame of different heights, the climbing frame 50 is configured to be telescopic.

[0047] like Figure 3 As shown, in order to improve the structural strength of the support unit 30, diagonal braces 60 are connected to the side of the support unit 30, which can improve both the safety of the entire enclosure and the structural stability of the enclosure.

[0048] The technical solution of this utility model sets up multiple support units 30, which are stacked to form an enclosing frame. The long end of one enclosing frame is connected to the short end of another enclosing frame, thereby forming a binding space 10 for rebar threading. While realizing the binding operation of rebar, the number of support units 30 in the enclosing frame is increased, thereby increasing the number of layers, which facilitates the binding of high-rise rebar. Moreover, the enclosing frame formed by stacking the support units 30 greatly improves the construction speed of the platform for binding rebar, thereby improving the binding efficiency.

[0049] In one embodiment, the support plate 31 includes a first side 311 and a second side 312, the first side 311 being connected to the side of the second side 312, and the first side 311 and the second side 312 being connected and forming an L-shape.

[0050] like Figure 1 As shown, the first side 311 and the second side 312 are arranged perpendicularly to each other. After the long ends and short ends of the two enclosure frames are connected to each other, the first side 311 of one support unit 30 is connected to the second side 312 of the other support unit 30, and the second side 312 of one support unit 30 is connected to the first side 311 of the other support unit 30.

[0051] It is understood that the support plates 31 of the two coplanar support units 30 are connected to each other to form a support plane for workers to walk on, and the support plane surrounds the binding space 10, so that workers can walk on the support plane when performing binding operations, realize circumferential operations, provide multiple work positions, and facilitate workers to complete the processing work on the same level.

[0052] In one embodiment, a connecting plate is slidably provided on the second side 312, and the connecting plate slides to the other first side 311 on the same plane so that the two support plates 31 are connected.

[0053] It should be noted that when the two support plates 31 are connected to each other, there will be a gap between the two support plates 31, and the existence of the gap will pose a dangerous risk to workers when working on the support plane.

[0054] Therefore, by moving the connecting plate that is slidably disposed on the second side 312, the connecting plate covers the gap, so that the worker can step directly on the connecting plate when walking, thus avoiding falling into the gap and causing danger to the worker.

[0055] Preferably, in order to facilitate the sliding of the connecting plate on the second side 312, a slide rail is provided on the second side 312, and the connecting plate can move along the slide rail.

[0056] In one embodiment, the support unit 30 further includes a plurality of support columns 33. The support plate 31 is provided with a plurality of support columns 33 on the side near the binding space 10 and on the side away from the binding space 10. The support plate 31 is connected to the middle of the support columns 33.

[0057] like Figure 5 As shown, multiple support columns 33 are provided at intervals on both the side of the support plate 31 near the binding space 10 and the side of the support plate 31 away from the binding space 10.

[0058] It is understood that multiple support columns 33 jointly support the support plate 31 to ensure the stability of the support plate 31.

[0059] The support plate 31 is connected to the middle of the support column 33, so that when multiple support units 30 are stacked on top of each other, the space between the upper and lower support plates 31 is convenient for workers to walk and work.

[0060] In one embodiment, two first connecting members 32 are provided on the two supporting columns 33 near the other support unit 30 on the first side 311, and two second connecting members 34 are provided on the two supporting columns 33 near the other support unit 30 on the second side 312.

[0061] The first docking member 32 on one of the support units 30 is connected to the second docking member 34 on the other support unit 30.

[0062] like Figure 1 As shown, when the first docking member 32 and the second docking member 34 are docked, the first docking member 32 and the second docking member 34 are stacked on top of each other to facilitate connection.

[0063] In one embodiment, the two second docking members 34 are flush with the surface of the support column 33, and the two first docking members 32 are provided with a first gap from the surface of the support column 33.

[0064] It is understood that when the two enclosure frames are connected, the second connecting member 34 on the second side 312 is inserted into the first connecting member 32. In particular, when the two support units 30 are stacked, the two second connecting members 34 can be inserted into the first gap between the two first connecting members 32, thereby ensuring the accuracy of the connection and thus ensuring the stability of the connection between the two enclosure frames.

[0065] like Figure 5 As shown, the first docking member 32 and the second docking member 34 are arranged vertically to facilitate the automatic insertion and engagement of the first docking member 32 and the second docking member 34.

[0066] In one embodiment, both the first docking member 32 and the second docking member 34 are provided with through holes 35. The first docking member 32 and the second docking member 34 are stacked and connected, and the through holes 35 of the first docking member 32 are connected to the through holes 35 of the second docking member 34.

[0067] It is understandable that after the first docking member 32 and the second docking member 34 are stacked, the through hole 35 on the first docking member 32 is aligned with the through hole 35 on the second docking member 34. The bolt passes through the multiple through holes 35 in sequence, and the nut is used to achieve the stability of the connection between the first docking member 32 and the second docking member 34.

[0068] In one embodiment, the support column 33 is provided with a first connecting hole 331 on each of its opposite sides.

[0069] like Figure 7 As shown, the surface of the support column 33 is provided with the first connection hole 331 so that when multiple support units 30 are stacked together, the first connection hole 331 is configured to reserve space for plug-in mating.

[0070] In one embodiment, the support column 33 is provided with a second connecting portion 332 on each of its opposite sides.

[0071] like Figure 8 As shown, the second connecting portion 332 is provided on the surface of the support column 33.

[0072] It is understood that the second connecting part 332 of one of the support units 30 is inserted into the first connecting hole 331 of the other support unit 30, thereby ensuring the stability of the connection between the upper and lower support units 30.

[0073] In one embodiment, a connecting rod 20 is connected between a plurality of support columns 33 located on the same side of the support plate 31.

[0074] like Figure 6 The connecting rod 20 is provided on the support unit 30, and the support unit 30 connected to the connecting rod 20 is used to be placed on the top of the enclosure frame.

[0075] It is understandable that the support unit 30 set at the top, through the connecting rod 20, can act as a handrail when workers walk on the support plate 31 on it, thereby improving the safety of workers.

[0076] The above description is merely an exemplary embodiment of the present utility model and does not limit the scope of protection of the present utility model. Any equivalent structural transformations made based on the technical concept of the present utility model and the contents of the present utility model specification and drawings, or direct / indirect applications in other related technical fields, are included within the scope of protection of the present utility model.

Claims

1. A rebar tying operation platform for independent frame columns in building construction, characterized in that, include: Two enclosing frames are spliced ​​together to form a binding space, and steel bars are inserted into the binding space; The enclosure frame includes at least two support units, and multiple support units are stacked. Each support unit is provided with a support plate, which is L-shaped. Two support plates on the same plane are joined together to form a support plane, and the support plane surrounds the binding space.

2. The independent frame column reinforcement binding operation platform for building construction as described in claim 1, characterized in that, The support plate includes a first side and a second side, the first side being connected to the side of the second side, and the first side and the second side being connected in an L-shape.

3. The independent frame column reinforcement binding operation platform for building construction as described in claim 2, characterized in that, A connecting plate is slidably provided on the second side, and the connecting plate slides to the other first side on the same plane so that the two support plates are connected.

4. The independent frame column reinforcement binding operation platform for building construction as described in claim 2, characterized in that, The support unit also includes multiple support columns. Multiple support columns are provided on both the side of the support plate near the binding space and the side of the support plate away from the binding space. The support plate is connected to the middle of the support columns.

5. The independent frame column reinforcement binding operation platform for building construction as described in claim 4, characterized in that, Two first connecting pieces are provided on the two supporting columns near the other support unit on the first side, and two second connecting pieces are provided on the two supporting columns near the other support unit on the second side; The first docking member on one of the support units is connected to the second docking member on the other support unit.

6. The independent frame column reinforcement binding operation platform for building construction as described in claim 5, characterized in that, The two second docking pieces are flush with the surface of the support column, and the two first docking pieces are provided with a first gap from the surface of the support column.

7. The independent frame column reinforcement binding operation platform for building construction as described in claim 5, characterized in that, Both the first and second docking components are provided with through holes. The first and second docking components are stacked and connected, and the through holes of the first and second docking components are connected to each other.

8. The construction platform for tying reinforcing bars of independent frame columns as described in any one of claims 4 to 7, characterized in that, The support column is provided with a first connection hole on each of its opposite sides.

9. The construction platform for binding reinforcement bars of independent frame columns as described in any one of claims 4 to 7, characterized in that, The support column is provided with a second connecting part on each of its opposite sides.

10. The construction platform for tying reinforcing bars of independent frame columns as described in any one of claims 4 to 7, characterized in that, A connecting rod is connected between multiple support columns located on the same side of the support plate.

Images