Ring beam steel bar binding device
By using ring beam reinforcement tying devices on the ground for pre-assembly, the problems of difficulty in tying ring beam reinforcement and low safety are solved, and efficient and safe ring beam construction is achieved, simplifying the construction process and reducing costs.
Patent Information
- Application Number
- CN202422261377.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-14
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-09-14
AI Technical Summary
The existing technology has difficulty in binding steel bars of the middle ring beam, low safety, slow construction progress, and safety hazards for high-altitude operations.
A ring beam steel bar binding device is provided, including a positioning mechanism and a support mechanism for pre-assembly of the ring beam on the ground. The positioning mechanism locates the profile and width of the ring beam through the first positioning frame and the second positioning frame. The support mechanism supports the ring beam through vertical and horizontal support rods, and ensures stability and strength using C14 and C25 steel bars.
The ring beam reinforcement bonding process is simplified, the construction efficiency is improved, the quality of the ring beam is ensured, the aerial work is avoided, the construction period is shortened, and the construction cost is reduced.
Smart Images

Figure CN223151670U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building structure assembly, and particularly to a ring beam steel bar binding device. Background Art
[0002] The ring beam, also known as the ring beam, is a continuous and closed beam structure arranged along the perimeter of the building exterior wall and some internal transverse walls, including bottom steel bars, top steel bars, waist steel bars arranged between the bottom steel bars and the top steel bars, and beam longitudinal steel bars. The beam longitudinal steel bars enclose and connect the bottom beam, top steel bars, and waist steel bars to form an annular column structure, which is usually used on the roofs of silos and shallow silos to cooperate with the floor slabs and construction columns to increase the overall stiffness and stability of the building.
[0003] Currently, in the construction of the roofs of silos and shallow silos, usually, after the formwork support system is erected, the roof formwork is laid, and then the binding operation of the ring beam steel bars is carried out on the roof formwork. However, the cross-section of the ring beam of the roof of the silo and shallow silo is large, the requirements for the construction operation surface are high, the operation surface of the roof formwork is narrow, and it is difficult to directly bind the large ring beam on the roof formwork; moreover, the height of the roof formwork is relatively high, the risk factor of working at heights is large, and there are relatively large safety hazards; the steel bars of the ring beam are dense, and the steel bar binding can only be carried out manually one by one, the binding operation is relatively complex, time-consuming, and the work efficiency is low, and the quality of the ring beam cannot be guaranteed. In addition, in the prior art, the binding of the ring beam steel bars needs to be carried out after the roof formwork is installed, resulting in slow construction progress and a long construction period. Summary of the Utility Model
[0004] The utility model provides a ring beam steel bar binding device to solve the technical problems of difficult binding and low safety of the ring beam steel bars in the prior art.
[0005] According to one aspect of the utility model, a ring beam steel bar binding device is provided for pre-assembling the ring beam on the ground, including: a positioning mechanism, including a first positioning frame for positioning the contour of the bottom of the ring beam and a second positioning frame for movably clamping the bottom of the ring beam to position the width of the ring beam, and the second positioning frame is fixedly installed on the first positioning frame along the radial direction;
[0006] A support mechanism, including a vertical support frame for vertically passing through the ring beam for vertical support and a horizontal support rod for horizontally passing through the ring beam for horizontal support, the vertical support frame is fixedly installed on the positioning mechanism along the radial direction, and the horizontal support rod is movably installed on the vertical support frame along the horizontal direction.
[0007] Furthermore, the first positioning frame includes a plurality of annular positioning ribs arranged concentrically with different diameters and a plurality of spoke steel bars arranged at intervals along the radial direction of the annular positioning ribs and fixedly connected to the annular positioning ribs. The shape of the annular positioning ribs is adapted to the contour of the ring beam;
[0008] The radial distance between at least a group of two annular positioning ribs is adapted to the width of the ring beam.
[0009] Furthermore, the second positioning frame includes an outer clamping frame and an inner clamping frame arranged radially between two adjacent annular positioning ribs. The inner clamping frame is fixed inside the outer clamping frame. There are intervals left at both ends of the inner clamping frame and the inner side of the outer clamping frame to form a clamping groove for clamping the ring beam. The distance between the two clamping grooves is adapted to the width of the ring beam;
[0010] The outer clamping frame and / or the inner clamping frame are fixedly connected to the spoke steel bars.
[0011] Furthermore, the vertical support frame includes two support longitudinal bars arranged vertically and a connecting frame fixed to the bottoms of the two support longitudinal bars in the horizontal direction. The connecting frame is clamped in the clamping groove and fixedly connected to the second positioning frame and / or the first positioning frame.
[0012] Furthermore, the connecting frame includes two first connecting rods fixed to the bottoms of the support longitudinal bars and two second connecting rods arranged between the two first connecting rods. The first connecting rods and the second connecting rods are fixedly connected.
[0013] Furthermore, mounting blocks for placing horizontal support rods are fixed on the support longitudinal bars. The mounting blocks are arranged below the waist bars and / or top bars of the ring beam.
[0014] Furthermore, mounting grooves are provided on the mounting blocks for the horizontal support rods to pass through horizontally in a movable manner.
[0015] Furthermore, locking latches are also provided on the mounting blocks for cooperating with the mounting grooves to lock the horizontal support rods.
[0016] Furthermore, at least one of the first positioning frame, the second positioning frame and the connecting frame is provided with a fixing member for fixing to the ground.
[0017] Furthermore, the annular positioning ribs and the spoke steel bars are made of C14 steel bars, and the support longitudinal bars, the connecting frame and the horizontal support rods are made of C25 steel bars.
[0018] The utility model has the following beneficial effects:
[0019] The ring beam steel bar binding device of the present utility model can pre-assemble the ring beam on the ground, simplify the binding process of the ring beam steel bars, greatly reduce the construction difficulty of the ring beam, and can position, control the protective layer and strengthen the framework of the ring beam steel bars, effectively improving the binding speed of the ring beam steel bars and ensuring the quality of the ring beam, and facilitating the on-site inspection of the ring beam quality; compared with the prior art, it is not necessary to bind the ring beam steel bars on the formwork after the roof formwork construction, and the binding of the ring beam steel bars and the roof formwork can be constructed simultaneously, avoiding the cross-operation of formwork support and steel bar binding, reducing interference, saving on-site labor, accelerating the construction progress and shortening the construction period; when using this device to bind the ring beam steel bars, the beam and slab formwork support system has been completed, with high strength, stiffness and good stability, which is conducive to construction operations; at the same time, it can avoid high-altitude operations and ensure construction safety; in addition, this device has universality, can adapt to ring beams of different sizes and can be reused, with strong practicability. The present utility model can obtain materials locally on site, which is convenient and fast, effectively saving costs, energy and environmental protection.
[0020] In addition to the purposes, features and advantages described above, the present utility model has other purposes, features and advantages. The following will refer to the drawings to further elaborate on the present utility model in detail. BRIEF DESCRIPTION OF THE DRAWINGS
[0021] The drawings forming a part of this application are used to provide a further understanding of the present utility model. The schematic embodiments of the present utility model and their descriptions are used to explain the present utility model and do not constitute an improper limitation to the present utility model. In the drawings:
[0022] Figure 1 is a schematic structural diagram of the ring beam steel bar binding device of the preferred embodiment of the present utility model;
[0023] Figure 2 is an elevation view of the ring beam steel bar binding device of the preferred embodiment of the present utility model after assembling the ring beam.
[0024] LEGEND DESCRIPTION:
[0025] 100, positioning mechanism; 101, first positioning frame; 1011, annular positioning bar; 1012, spoke steel bar; 102, second positioning frame; 1021, outer clamping frame; 1022, inner clamping frame; 200, support mechanism; 201, vertical support frame; 2011, support longitudinal bar; 2012, first connecting rod; 2013, second connecting rod; 2014, mounting block; 202, horizontal support bar. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0026] The following will elaborate on the embodiments of the present utility model in detail with reference to the drawings, but the present utility model can be implemented in many different ways defined and covered by the following.
[0027] As Figure 1 and Figure 2 shown, the ring beam steel bar binding device of this embodiment is used for pre-assembling the ring beam on the ground. The ring beam includes bottom steel bars, top steel bars, multiple layers of waist steel bars arranged between the bottom steel bars and the top steel bars, and beam longitudinal steel bars. The beam longitudinal steel bars enclose and connect the bottom steel bars, top steel bars, and waist steel bars to form an annular column structure. The bottom steel bars, top steel bars, and waist steel bars all include inner ring steel bars arranged on the inner side of the annular column structure and outer ring steel bars arranged on the outer side of the annular column structure. The ring beam steel bar binding device includes a positioning mechanism 100 for positioning the bottom steel bars of the ring beam on the ground and a supporting mechanism 200 for vertically and horizontally supporting the ring beam steel bars. Specifically, the positioning mechanism 100 includes a first positioning frame 101 and a second positioning frame 102. The shape of the first positioning frame 101 is adapted to the shape of the bottom steel bars of the ring beam, so that the steel bars of the bottom steel bars of the ring beam can be bent according to the contour of the first positioning frame 101 to realize the positioning of the contour of the bottom steel bars of the ring beam. The second positioning frame 102 is arranged along the circumference of the first positioning frame 101 and fixedly connected to the first positioning frame 101. The width of the second positioning frame 102 is adapted to the width of the bottom steel bars of the ring beam, and is used to position the width of the bottom steel bars of the ring beam by clamping the outer ring steel bars and inner ring steel bars of the bottom steel bars of the ring beam. The supporting mechanism 200 includes a vertical support frame 201 and a horizontal support rod 202. The vertical support frame 201 is arranged vertically and fixedly connected to the positioning mechanism 100, and is used to sequentially penetrate through the top steel bars, waist steel bars, and bottom steel bars of the ring beam to provide vertical support for the interior of the ring beam to prevent it from tipping sideways. The horizontal support rod 202 is movably installed on the vertical support frame 201 in the horizontal direction, and its height is adapted to the height of the waist steel bars and the top steel bars, and is used to be arranged below the waist steel bars and the top steel bars to provide horizontal support for them, so as to facilitate the positioning and binding of the waist steel bars and the top steel bars. Preferably, the length of the horizontal support rod 202 is adapted to the width of the ring beam to be assembled.
[0028] Set out lines on the fabrication site according to the design drawings of the ring beam, and loft the inner and outer contours of the ring beam to be assembled. Position the first positioning frame 101 according to the lofted inner and outer contours of the ring beam and fix it on the fabrication site. Then, fix the second positioning frame 102 on the first positioning frame 101 between the inner and outer contours of the ring beam, and install the support mechanism 200. After completing the installation and positioning of the device, start the pre-assembly of the ring beam: Take two steel bars and respectively clamp them in the second positioning frame 102, make the distance between the two steel bars match the width of the ring beam to be assembled, and bend them along the contour of the first positioning frame 101 for one week and enclose and fix them to respectively form the inner ring beam and the outer ring beam of the bottom reinforcement of the ring beam. Then, take two more steel bars and place them on the horizontal support rod 202, and bend them into the same shapes as the inner ring beam and the outer ring beam respectively to form the inner ring waist reinforcement and the outer ring waist reinforcement. Repeat the assembly steps of the inner ring waist reinforcement and the outer ring waist reinforcement to form multiple layers of waist reinforcement. After the waist reinforcement assembly is completed, take two steel bars and place them on the horizontal support rod 202 above the waist reinforcement and bend them into the same shapes as the inner ring beam and the outer ring beam respectively to form the inner ring top reinforcement and the outer ring top reinforcement. Finally, wind and hoop the beam longitudinal reinforcement around the outside of the top reinforcement, waist reinforcement and bottom reinforcement in the height direction, and bind and weld the steel bars of the top reinforcement, waist reinforcement and bottom reinforcement to the beam longitudinal reinforcement to complete the pre-assembly of the ring beam. After the ring beam is inspected and accepted, pull out the horizontal support rod 202 to the outside of the ring beam, and the assembled ring beam can be hoisted to the required position by a crane. This device can realize the pre-assembly of the ring beam on the ground, simplifies the binding process of the ring beam steel bars, greatly reduces the construction difficulty of the ring beam, and can position, control the protective layer and strengthen the framework of the ring beam steel bars, effectively improving the binding speed of the ring beam steel bars and ensuring the quality of the ring beam, and is also convenient for on-site inspection of the ring beam quality; compared with the prior art, there is no need to bind the ring beam steel bars on the formwork after the roof formwork construction, and the binding of the ring beam steel bars and the roof formwork can be constructed simultaneously, avoiding the cross-operation of formwork support and steel bar binding, reducing interference, saving on-site labor, accelerating the construction progress and shortening the construction period; when using this device to bind the ring beam steel bars, the formwork support system for the beam and slab has been completed, the formwork support system has high strength, stiffness and good stability, which is conducive to construction operations; at the same time, it can avoid high-altitude operations and has high safety.
[0029] As Figure 1 and Figure 2As shown in the figure, the first positioning frame 101 includes a number of annular positioning ribs 1011 arranged concentrically with different diameters and a number of spoke steel bars 1012 arranged radially at intervals along the annular positioning ribs 1011. The spoke steel bars 1012 are fixedly connected to the annular positioning ribs 1011 and are used to position the annular positioning ribs 1011 and increase the strength, ensuring the overall stability of the first positioning frame 101, preventing the annular positioning ribs 1011 from shifting and causing inaccurate positioning of the ring beam steel bars, and avoiding affecting the quality of the ring beam. Preferably, the spoke steel bars 1012 and the annular positioning ribs 1011 are fixed by spot welding. The shape of the annular positioning ribs 1011 is adapted to the contour of the ring beam. By controlling the steel bars to bend along the trajectory of the annular positioning ribs 1011, the contour of the ring beam can be positioned, making the assembly of the ring beam more accurate and rapid, and ensuring the quality of the ring beam. The radial distance between at least one group of adjacent two annular positioning ribs 1011 is adapted to the width of the ring beam, so that the second positioning frame 102 can be installed between the adjacent two annular positioning ribs 1011 to clamp the ring beam to be assembled, so that the ring beam can be assembled between the two annular positioning ribs 1011. Preferably, the diameter of the outermost annular positioning rib 1011 is not less than 8m so that it can assemble large rings. Optionally, there are multiple radial distances between the two annular positioning ribs 1011 to adapt to the widths of different ring beams, so that ring beams of different sizes can be assembled, improving the versatility of the device.
[0030] As Figure 1 and Figure 2As shown in the figure, the second positioning frame 102 includes an outer clamping frame 1021 and an inner clamping frame 1022 radially arranged between two annular positioning ribs 1011. The inner clamping frame 1022 is fixed inside the outer clamping frame 1021. There are gaps between both ends of the inner clamping frame 1022 and the inner side of the outer clamping frame 1021 to form clamping grooves for clamping the ring beam. The two clamping grooves are used to clamp the inner ring beam and the outer ring beam of the ring beam bottom reinforcement to be assembled respectively. The distance between the two clamping grooves is adapted to the width of the ring beam, so as to position the inner ring beam and the outer ring beam. The outer clamping frame 1021 and / or the inner clamping frame 1022 are fixedly connected to the spoke reinforcement 1012 to fix the second positioning frame 102. Optionally, the outer clamping frame 1021 can also be fixed on the annular positioning rib 1011; optionally, the outer clamping frame 1021 and / or the inner clamping frame 1022 are fixed on the production site to improve stability. In this embodiment, the second positioning frame 102 is installed between the two annular positioning ribs 1011 on the outermost circle of the first positioning frame 101, so that the ring beam can be assembled on the outermost circle of the first positioning frame 101, avoiding the annular positioning ribs 1011 on the ground affecting traffic and facilitating the binding operation of the staff. Optionally, in another embodiment, the second positioning frame 102 includes two clamping frames radially arranged between two adjacent annular positioning ribs 1011. The two clamping frames are fixed on the spoke reinforcement 1012, and the distance between the two clamping frames is adapted to the width of the ring beam to be assembled.
[0031] As Figure 1 and Figure 2 shown in the figure, the vertical support frame 201 includes two vertically arranged support longitudinal bars 2011 and a connecting frame fixed to the bottoms of the two support longitudinal bars 2011 in the horizontal direction. The connecting frame is clamped in the clamping groove and fixedly connected to the second positioning frame 102 and / or the first positioning frame 101, and is used to position the support longitudinal bars 2011 in the second positioning frame 102 and arrange them between the inner ring beam and the outer ring beam to support the inside of the ring beam. By arranging the support longitudinal bars 2011 between the inner ring beam and the outer ring beam to support the side walls of the inner ring beam and the outer ring beam, it can not only play a role in strengthening the skeleton of the inside of the ring beam to be assembled, prevent tipping, enhance the stability of steel bar binding, but also guide in the vertical direction, so that the upper inner ring beam and outer ring beam respectively correspond to the inner ring beam and outer ring beam of the bottom beam, ensure accurate positioning, and improve the assembly quality of the ring beam. Preferably, the height of the vertical support frame 201 is greater than or equal to the height of the ring beam to be assembled, avoiding the lack of support for the top reinforcement or part of the waist reinforcement of the ring beam and ensuring the stable reliability of the support for the ring beam.
[0032] As Figure 1 and Figure 2As shown in the figure, the connecting frame includes two first connecting rods 2012 respectively fixed to the bottom of the supporting longitudinal bars 2011 and two second connecting rods 2013 arranged between the two first connecting rods 2012. The first connecting rods 2012 and the second connecting rods 2013 are fixedly connected and fixed to the production site and / or the positioning mechanism 100. Specifically, the two first connecting rods 2012 are respectively placed in the two card slots of the second positioning frame 102 to position the supporting longitudinal bars 2011 in the card slots so that they are arranged between the inner ring beam and the outer ring beam of the ring beam to be assembled, so as to support the side walls of the inner ring beam and the outer ring beam, realize the vertical support inside the ring beam, prevent the ring beam from tilting and causing inaccurate positioning in the vertical direction, and ensure the quality of the ring beam. The first connecting rods 2012 and the second connecting rods 2013 are connected into a whole as the bottom frame of the supporting longitudinal bars 2011 to increase the stability of the supporting longitudinal bars 2011. The first connecting rods 2012 are fixedly welded to the second positioning frame 102 of the supporting mechanism 200, and the second positioning frame 102 is fixedly welded to the first positioning frame 101 of the supporting mechanism 200. Thus, through the first connecting rods 2012 and the second connecting rods 2013, the supporting longitudinal bars 2011 and the positioning mechanism 100 are firmly connected to prevent tipping and ensure the firm stability of the supporting longitudinal bars 2011. Preferably, the two first connecting rods 2012 and the two second connecting rods 2013 are all arranged in parallel, and the first connecting rods 2012 are perpendicular to the first connecting rods 2012; preferably, the first connecting rods 2012 are fixedly welded to the bottom of the supporting longitudinal bars 2011, and between the first connecting rods 2012 and the second connecting rods 2013. Optionally, the two second connecting rods 2013 are arranged along the radial direction of the annular positioning rib 1011.
[0033] As Figure 1As shown, a mounting block 2014 for placing the horizontal support rod 202 is fixed on the supporting longitudinal reinforcement 2011. Specifically, in this embodiment, two mounting blocks 2014 are arranged along the height direction of the supporting longitudinal reinforcement 2011. The two mounting blocks 2014 are arranged below the waist reinforcement and the top reinforcement, respectively, for placing two horizontal support rods 202 so that they can horizontally support the waist reinforcement and the top reinforcement of the ring beam respectively. Preferably, the mounting block 2014 is arranged on the same side of the two supporting longitudinal reinforcements 2011 to facilitate the placement of the horizontal support rod 202. Preferably, the mounting block 2014 and the supporting longitudinal reinforcement 2011 are fixed by welding. Optionally, multiple mounting blocks 2014 are arranged along the height direction of the supporting longitudinal reinforcement 2011, for placing multiple horizontal support rods 202 to support multiple waist reinforcements, improve the stability of the horizontal support, so that multiple waist reinforcements of the ring beam can be stably supported, the placement of the steel bars is more stable, the positioning is more accurate, so that the binding of the steel bars is more stable, and the quality of the ring beam assembly is guaranteed. Optionally, the mounting blocks 2014 may also be correspondingly arranged on both sides of the supporting longitudinal ribs 2011, so that the horizontal support rods 202 can be placed on both sides of the supporting longitudinal ribs 2011, thereby improving the stability and flexibility of the support.
[0034] Preferably, the mounting block 2014 is provided with a mounting groove, the notch of which is arranged upward, for clamping the horizontal support rod 202 to horizontally support the waist and / or top ribs. Optionally, a mounting hole can be provided in the mounting block 2014 along the horizontal direction, so that the horizontal support rod 202 can be movably inserted into the mounting hole to horizontally support the waist and / or top ribs of the ring beam. The mounting hole can limit the horizontal support rod 202 to prevent it from falling off. At the same time, after the assembly of the ring beam is completed, the horizontal support rod 202 can be smoothly pulled out from the mounting hole, which is convenient and fast, and improves work efficiency. Optionally, the horizontal support rod 202 can also be directly placed on the mounting block 2014 and fixed by steel wire binding.
[0035] Preferably, the notch of the installation slot is upwardly arranged, and a lock is arranged above the installation slot, one end of the lock is fixed to the installation block 2014, and the other end is movably buckled with the installation opening, and is used to cover the installation slot to lock the horizontal support rod 202 in the installation slot, ensure the stability of the installation of the horizontal support rod 202, prevent the horizontal support rod 202 from coming out of the installation slot, and avoid losing the horizontal support force of the waist reinforcement or top reinforcement of the ring beam to be assembled. Optionally, the lock can be a steel wire buckled on the installation slot.
[0036] Preferably, at least one of the first positioning frame 101, the second positioning frame 102 and the connecting frame is equipped with a fixing member for fixing to the ground to enhance the stability of the device. Specifically, the fixing member includes a cover plate and a bolt. The cover plate is buckled on the top of at least one of the first positioning frame 101, the second positioning frame 102 and the connecting frame, and then the bolts are inserted into the cover plate and connected to the production site, so that the device is firmly fixed on the production site, stable and reliable, avoiding the displacement of the positioning mechanism 100 and the support mechanism 200 resulting in inaccurate positioning of the ring beam reinforcement, and ensuring the quality of the ring beam. Optionally, the fixing member can also directly use an expansion screw, and the support mechanism 200 and / or the positioning mechanism 100 can be fixed to the support site by the expansion screw.
[0037] Preferably, the positioning mechanism 100 plays a role in positioning the ring beam to be assembled, so the annular positioning ribs 1011 and the spoke steel bars 1012 can be made of C14 steel bars, whose strength can meet the positioning requirements and avoid waste of resources. The support mechanism 200, as the supporting skeleton of the ring beam to be assembled, needs to ensure sufficient strength, so the supporting longitudinal bars 2011, the connecting frame and the horizontal support rod 202 are made of C25 steel bars to enhance the bearing capacity and improve the stability of the support. Both C14 steel bars and C25 steel bars can be obtained from the steel bar heads left over from the construction site, making full use of waste materials, effectively reducing costs, and saving energy and protecting the environment.
[0038] The above description is only the preferred embodiment of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.
Claims
1. A ring beam steel bar binding device for pre-assembling a ring beam on the ground, characterized in that, The ring beam steel bar binding device includes: A positioning mechanism (100), including a first positioning frame (101) for positioning the contour of the bottom of the ring beam and a second positioning frame (102) for movably clamping with the bottom of the ring beam to position the width of the ring beam. The second positioning frame (102) is fixedly installed on the first positioning frame (101) along the radial direction; A supporting mechanism (200), including a vertical supporting frame (201) for vertically penetrating into the ring beam for vertical support and a horizontal supporting rod (202) for horizontally penetrating into the ring beam for horizontal support. The vertical supporting frame (201) is fixedly installed on the positioning mechanism (100) along the radial direction, and the horizontal supporting rod (202) is movably installed on the vertical supporting frame (201) in the horizontal direction.
2. The ring beam steel bar binding device according to claim 1, characterized in that The first positioning frame (101) includes a plurality of annular positioning bars (1011) arranged concentrically with different diameters and a plurality of spoke steel bars (1012) arranged at intervals along the radial direction of the annular positioning bars (1011) and fixedly connected to the annular positioning bars (1011). The shape of the annular positioning bars (1011) is adapted to the contour of the ring beam; The radial distance between at least one group of two annular positioning bars (1011) is adapted to the width of the ring beam.
3. The ring beam steel bar binding device according to claim 2, characterized in that The second positioning frame (102) includes an outer clamping frame (1021) and an inner clamping frame (1022) arranged radially between two adjacent annular positioning bars (1011). The inner clamping frame (1022) is fixed inside the outer clamping frame (1021). There are intervals between both ends of the inner clamping frame (1022) and the inner side of the outer clamping frame (1021) to form a clamping groove for clamping the ring beam. The distance between the two clamping grooves is adapted to the width of the ring beam; The outer clamping frame (1021) and / or the inner clamping frame (1022) are fixedly connected to the spoke steel bars (1012).
4. The ring beam steel bar binding device according to claim 3, characterized in that The vertical supporting frame (201) includes two supporting longitudinal bars (2011) arranged vertically and a connecting frame fixed to the bottoms of the two supporting longitudinal bars (2011) in the horizontal direction. The connecting frame is clamped in the clamping groove and fixedly connected to the second positioning frame (102) and / or the first positioning frame (101).
5. The ring beam steel bar binding device according to claim 4, characterized in that The connecting frame includes two first connecting rods (2012) fixed to the bottoms of the supporting longitudinal bars (2011) and two second connecting rods (2013) arranged between the two first connecting rods (2012). The first connecting rods (2012) and the second connecting rods (2013) are fixedly connected.
6. The ring beam steel bar binding device according to claim 4, characterized in that The supporting longitudinal reinforcement bars (2011) are fixed with mounting blocks (2014) for placing the horizontal supporting bars (202), and the mounting blocks (2014) are arranged below the waist reinforcement bars and / or the top reinforcement bars of the ring beam.
7. The ring beam steel bar binding device according to claim 6, characterized in that The mounting block (2014) is provided with a mounting groove for the horizontal supporting bar (202) to pass through horizontally and movably.
8. The ring beam steel bar binding device according to claim 7, characterized in that The mounting block (2014) is further provided with a locking buckle for cooperating with the mounting groove to lock the horizontal supporting bar (202).
9. The ring beam steel bar binding device according to claim 4, characterized in that At least one of the first positioning frame (101), the second positioning frame (102) and the connecting frame is provided with a fixing member for fixing to the ground.
10. The ring beam steel bar binding device according to claim 4, characterized in that The annular positioning reinforcement bars (1011) and the spoke reinforcement bars (1012) are made of C14 steel bars, and the supporting longitudinal reinforcement bars (2011), the connecting frame and the horizontal supporting bars (202) are made of C25 steel bars.