Reinforced high and large factory building multi-channel ring beam frame and pouring construction method of reinforced high and large factory building multi-channel ring beam frame

Abstract

The invention discloses a reinforced tall and large factory building multi-channel ring beam frame and a pouring construction method thereof, and relates to the technical field of constructional engineering.The reinforced tall and large factory building multi-channel ring beam frame comprises a beam column, beam plates are fixedly connected to the outer wall of the periphery of the beam column and linearly arrayed along the outer wall of the beam column, and a steel wire intercepting net is fixedly connected to the inner wall of the beam column; the steel wire intercepting nets are linearly arrayed along the outer walls of the beam columns; the outer wall of the ring beam frame component abuts against the outer wall of the beam plate. According to the device, the ring beam frame part is arranged, frame assemblies in the ring beam frame part can be combined and positioned during installation through structures such as the fixing pins, the elastic pieces and the rod bodies, when the top frame assembly is installed, the combination of the elastic pieces and the rod bodies is beneficial to aligning the perpendicularity of the frame assemblies, and it is ensured that the ring beam frame part is accurately assembled on the outer wall of a beam plate; and uneven structure stress caused by installation deviation is avoided.

Description

Technical Field

[0001] The invention relates to the technical field of building engineering, and in particular to a reinforced high-rise factory building multi-ring beam frame and a casting construction method thereof. Background Art

[0002] In modern industrial production, the demand for the construction of tall factory buildings is increasing. However, the existing tall factory building structures have many problems in the design and construction process, which seriously affect the stability and safety of the factory building structure.

[0003] In the construction of tall factories, the installation accuracy of the ring beam frame is crucial to the stability of the factory building structure. However, during the installation process, the existing ring beam frame lacks positioning and assembly means, making it difficult for construction workers to install the ring beam frame components in the predetermined position, and installation deviations are prone to occur. These deviations will lead to uneven structural force and excessive local stress, which will in turn affect the overall structural performance of the factory building and shorten the service life of the factory building. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present invention adopts the following technical solution to solve the technical problems: a reinforced multi-ring beam frame for a tall factory building, comprising: beams, wherein the outer walls around the beams are fixedly connected with beam plates, and the beam plates are linearly arrayed along the outer walls of the beams, and the inner walls of the beams are fixedly connected with wire interception nets, and the wire interception nets are linearly arrayed along the outer walls of the beams; a ring beam frame component, wherein the outer wall of the ring beam frame component abuts against the outer wall of the beam plate, and the ring beam frame component is used to limit the position of the beam plate, and the ring beam frame component comprises a frame assembly, an adjustment assembly and a positioning assembly; a support assembly, wherein the outer wall of the support assembly abuts against the outer wall of the beam plate, and the bottom of the support assembly is fixedly connected with a sliding assembly, and the bottom of the sliding assembly is fixedly connected with a fixing assembly, and the fixing assembly is linearly arrayed along the outer wall of the sliding assembly; the ring beam frame component comprises a frame assembly, an adjustment assembly and a positioning assembly. The outer wall of the frame assembly is slidably connected to the outer wall of the positioning assembly, and the outer wall of the frame assembly is fixedly connected to the outer wall of the adjusting assembly, wherein the frame assembly includes a frame, and the frame is provided with four groups. The outer wall of the frame is fixedly connected with a fixing seat, and the fixing seat is linearly arrayed along the outer wall of the frame, the inner wall of the frame is slidably connected with a fixing pin through a through hole, and the through hole is opened in the wall of the frame, scaffolding is provided on both sides of the beam column, and the outer wall of the scaffolding is clamped with an operating platform, the side of the frame away from the fixing pin is fixedly connected with a threaded seat, the inner wall of the frame is fixedly connected with a spring sheet through a fixing tube, and the outer wall of the fixing tube is fixedly connected to the inner wall of the frame, and the outer wall of the spring sheet is slidably connected with a rod body. The adjusting assembly of the present invention adopts structural designs such as threaded columns and sliding columns, which can realize the adjustment of the ring beam frame components, and overcomes the defect that the size of the ring beam frame cannot be adjusted in the prior art.

[0005] Preferably, the adjusting assembly includes a threaded column, the outer wall of the threaded column is fixedly connected to a sliding column, the outer wall of the sliding column is slidably connected to a fixed block, the inner wall of the fixed block is slidably connected to a semicircular block through a sliding block, and the outer wall of the sliding block is fixedly connected to the outer wall of the semicircular block, the outer wall of the fixing block is fixedly connected to a buckle, the outer wall of the fixing block is fixedly connected to a supporting rib, and the supporting rib is linearly arrayed along the outer wall of the fixed block, the outer wall of the sliding block is slidably connected to the inner wall of the fixing block through a sliding groove, the outer wall of the semicircular block is clamped with the inner wall of the sliding column through a circular groove, and the circular groove is provided in the wall of the sliding column, a clamping groove is provided in the wall at the top of the semicircular block, the outer wall of the fixing block is fixedly connected to the outer wall of the frame, the outer wall of the frame is fixedly connected to the outer wall of the supporting rib, the outer wall of the threaded column is threadedly connected to the inner wall of the threaded seat, and the outer wall of the buckle is clamped with the top of the semicircular block.

[0006] Preferably, the positioning assembly includes a positioning plate, the outer wall of the positioning plate is slidably connected with a wedge block, the inner wall of the wedge block is rotatably connected with an adjusting column, the bottom of the adjusting column is slidably connected with the positioning block through a threaded block, the bottom of the adjusting column is provided with a threaded block, the threaded block is threadedly connected to the positioning block and the two can slide relative to each other, the outer wall of the positioning plate is fixedly connected with a tension spring, the outer wall of the positioning plate is fixedly connected with a stopper, the outer wall of the stopper is slidably connected to the inner wall of the fixed seat, the outer wall of the fixed seat is fixedly connected to the outer wall of the positioning block, the tension spring is fixedly connected to the outer wall of the fixed seat away from the positioning plate, the outer wall of the positioning plate is fixedly connected to the outer wall of the beam plate, and the outer wall of the wedge block is slidably connected to the outer wall of the positioning block.

[0007] Preferably, the supporting assembly comprises a threaded rod, a threaded sleeve is threadedly connected to the bottom of the threaded rod, a sliding sleeve is rotatably connected to the bottom of the threaded sleeve, a threaded groove corresponding to the threaded rod is opened in the wall of the threaded sleeve, a ball sleeve is slidably connected to the top of the threaded rod, a fixed plate is fixedly connected to the top of the ball sleeve, a slide plate is slidably connected to the top of the fixed plate, and an adjusting bolt is threadedly connected to the inner wall of the fixed plate.

[0008] Preferably, the side of the slide plate away from the fixed plate contacts the bottom of the frame, the outer wall of the fixed plate contacts the outer wall of the beam plate, the top of the adjusting bolt is rotatably connected to the bottom of the slide plate, the inner wall of the ball sleeve is threadedly connected with a fixing screw, the fixing screw is used to limit the position of the ball sleeve and the threaded rod, and the outer wall of the threaded rod is slidably connected to the inner wall of the sliding sleeve.

[0009] Preferably, the sliding assembly includes a fixed table, a groove is provided on the top of the fixed table for increasing the friction between the fixed table and the slide, the outer walls on both sides of the fixed table are fixedly connected with side plates, the inner wall on the top of the fixed table is slidably connected with the slide, the top of the slide is fixedly connected with a fixed sleeve, the inner walls on both sides of the slide are slidably connected with pressure plates, the outer walls on both sides of the pressure plate are clamped with wedge plates, the outer wall of the fixed table is slidably connected with a pressure frame, the outer wall of the wedge plate is clamped with the outer wall of the slide, the inner wall of the fixed sleeve is slidably connected to the bottom of the sliding sleeve, and the bottom of the pressure plate contacts the outer wall of the fixed table.

[0010] Preferably, the fixed assembly includes a cone shell, the inner wall of the cone shell is slidably connected with a connecting plate, the bottom of the connecting plate is rotatably connected with a sliding shaft, the outer wall of the sliding shaft is rotatably connected with a pointed cone, and the pointed cones are provided in two groups, the top of the cone shell is fixedly connected to the bottom of the fixed platform, the top of the connecting plate is fixedly connected to the bottom of the pressing frame, the outer walls on both sides of the sliding shaft are slidably connected to the inner wall of the cone shell, the outer wall of the pointed cone is slidably connected to the inner wall of the cone shell through a limiting groove, and the limiting groove is opened in the wall of the cone shell, and the wall of the cone shell is opened with sliding grooves corresponding to the two sides of the sliding shaft.

[0011] A casting construction method for a reinforced tall factory building is used for casting beams and columns of a reinforced tall factory building with multiple ring beam frames, and comprises the following steps: step 1, firstly setting up a scaffold, then installing a first section of beam slabs, then installing ring beam frame components, using a support assembly to support the position of the ring beam frame components, and then casting the first section of beams and columns; step 2, after the casting of the first section of beams and columns is completed, installing a second section of beam slabs and ring beam frame components, and then casting the second section of beams and columns; Step 3: After the second section of beams and columns are cast, install the third section of beams and slabs and ring beam frame components, and then cast the third section of beams and columns.

[0012] The beneficial effects of the present invention are as follows: 1. The present invention provides a steel wire interception mesh. The steel wire interception mesh inside the beams and columns improves the structural strength of the beams and columns. When bearing loads, the steel wire interception mesh can prevent the expansion of concrete cracks and ensure the integrity of the beams and columns, thereby stabilizing the vertical load-bearing system of the entire factory building. This enables the factory building to withstand a heavier upper structure weight, such as large-scale production equipment, and reduces the risk of structural damage due to insufficient vertical load-bearing.

[0013] 2. The present invention sets a ring beam frame component. The frame components in the ring beam frame component can be combined and positioned during installation through structures such as fixing pins, spring sheets and rod bodies. When installing the top frame component, the combination of the spring sheets and the rod bodies helps to align the verticality of the frame component, ensuring that the ring beam frame component is accurately assembled on the outer wall of the beam slab, avoiding uneven structural force caused by installation deviation.

[0014] 3. The present invention sets an adjustment component, which can change the size of the ring beam frame components according to different construction requirements. By operating components such as threaded columns and sliding columns, the position of the frame can be adjusted to achieve adaptive adjustment of the ring beam frame, so that it can better adapt to the actual structure and stress conditions of the factory building and enhance the overall structural stability.

[0015] 4. The present invention provides a support assembly that provides stable support for the ring beam frame component. The support assembly is height-adjustable and can adapt to forces in different directions, thereby avoiding stress concentration. The sliding assembly ensures the adjustability of the support assembly. The fixing assembly ensures that the entire device is firmly fixed on the ground. This synergistic effect ensures the structural stability of the factory building during construction and use from multiple aspects such as vertical load-bearing, horizontal support, and position fixation, thereby reducing the possibility of structural deformation or damage due to external loads or other factors. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a front view of the present invention; Figure 2 is a cross-sectional view of the present invention; Figure 3 It is a structural schematic diagram of the frame assembly of the present invention; Figure 4 It is a structural schematic diagram of the frame of the present invention; Figure 5 It is a structural schematic diagram of the frame assembly of the present invention; Figure 6 is a schematic diagram of the structure of the regulating assembly of the present invention; Figure 7 It is a structural schematic diagram of the semicircular block of the present invention; Figure 8 It is a structural schematic diagram of the positioning assembly of the present invention; Fig. 9 It is a schematic diagram of the structure of the support assembly of the present invention; Fig.10 It is a schematic diagram of the structure of A of the present invention; Fig.11 is an exploded view of the sliding assembly of the present invention; Fig.12 It is a structural schematic diagram of the fixing assembly of the present invention.

[0017] In the figure: 1, beam plate; 2, beam column; 3, frame assembly; 4, scaffolding; 5, fixing assembly; 6, sliding assembly; 7, adjustment assembly; 8, support assembly; 9, positioning assembly; 10, operating platform; 11, rod body; 12, wire interception net; 13, ring beam frame component; 31, frame; 32, fixing cylinder; 33, threaded seat; 34, spring piece; 35, fixing seat; 36, fixing pin; 71, threaded column; 72, sliding column; 73, fixing block; 74, semicircular block; 75, supporting rib; 76, buckle ; 77, circular groove; 78, slider; 91, positioning plate; 92, adjusting column; 93, wedge block; 94, positioning block; 95, tension spring; 96, stopper; 81, threaded rod; 82, threaded sleeve; 83, sliding sleeve; 84, slide plate; 85, fixing plate; 86, adjusting bolt; 87, ball sleeve; 61, slide table; 62, fixing sleeve; 63, pressure plate; 64, wedge plate; 65, fixing table; 66, side plate; 67, pressure frame; 51, connecting plate; 52, cone shell; 53, sliding shaft; 54, pointed cone; 55, limiting groove. DETAILED DESCRIPTION

[0018] The present invention is further described in detail below in conjunction with the accompanying drawings and specific embodiments. The embodiments of the present invention are provided for the purpose of illustration and description, and are not intended to be exhaustive or to limit the present invention to the disclosed forms. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments are selected and described in order to better illustrate the principles and practical applications of the present invention, and to enable those of ordinary skill in the art to understand the present invention and thereby design various embodiments with various modifications suitable for specific uses.

[0019] Example: like Figure 1 - Fig.12 As shown, the present invention provides a technical solution: a reinforced multi-ring beam frame of a tall factory building, comprising: beams and columns 2, the outer walls around the beams and columns 2 are fixedly connected with beam plates 1, and the beam plates 1 are linearly arrayed along the outer walls of the beams and columns 2, the inner walls of the beams and columns 2 are fixedly connected with steel wire interception nets 12, and the steel wire interception nets 12 are linearly arrayed along the outer walls of the beams and columns 2; the steel wire interception nets 12 play a vital role in the structure of the beams and columns 2. When the concrete is poured into the beams and columns 2, the concrete is in a liquid state and shrinkage stress will be generated during the solidification process. The steel wire interception nets 12 can pull the concrete together to prevent cracks from occurring in the concrete during the stress process. When the beams and columns 2 are subjected to loads, stress will be generated inside the concrete. The steel wire interception nets 12 prevent the expansion of concrete cracks through their good tensile properties. This effect ensures the integrity and structural strength of the beams and columns 2, thereby stabilizing the vertical load-bearing system of the entire factory building. A ring beam frame component 13, the outer wall of the ring beam frame component 13 is against the outer wall of the beam slab 1, the ring beam frame component 13 is used to limit the position of the beam slab 1, and the ring beam frame component 13 includes a frame component 3, an adjustment component 7 and a positioning component 9; A support assembly 8, the outer wall of the support assembly 8 is against the outer wall of the beam plate 1, the bottom of the support assembly 8 is fixedly connected with a sliding assembly 6, the bottom of the sliding assembly 6 is fixedly connected with a fixing assembly 5, and the fixing assembly 5 is linearly arrayed along the outer wall of the sliding assembly 6; The ring beam frame component 13 includes a frame assembly 3, an adjustment assembly 7 and a positioning assembly 9. The outer wall of the frame assembly 3 is slidably connected to the outer wall of the positioning assembly 9, and the outer wall of the frame assembly 3 is fixedly connected to the outer wall of the adjustment assembly 7. The frame assembly 3 includes a frame 31. The frame 31 is provided with four groups. The outer wall of the frame 31 is fixedly connected with a fixing seat 35, and the fixing seat 35 is linearly arrayed along the outer wall of the frame 31. The inner wall of the frame 31 is slidably connected with a fixing pin 36 through a through hole. When installing the ring beam frame component 13, the fixing pin 36 can slide in the through hole of the frame 31 to quickly and preliminarily combine the frame 31 together, thereby ensuring the shape stability of the frame in the initial assembly.

[0020] Scaffolding 4 is provided on both sides of the beam column 2, and the outer wall of the scaffolding 4 is clamped with an operating platform 10, and the side of the frame 31 away from the fixing pin 36 is fixedly connected with a threaded seat 33, and the inner wall of the frame 31 is fixedly connected with a spring piece 34 through a fixing tube 32, and the outer wall of the fixing tube 32 is fixedly connected to the inner wall of the frame 31, and the outer wall of the spring piece 34 is slidably connected with a rod body 11. The combination of the spring piece 34 and the rod body 11 has an important practical function. When installing the top frame assembly 3, the rod body 11 is slid into the fixing tube 32 on the two groups of frame assemblies 3. By observing the verticality of the rod body 11, the verticality of the two groups of frame assemblies 3 can be easily aligned. This design can ensure the installation accuracy of the ring beam frame component 13 in the vertical direction and avoid the problem of uneven force caused by the non-vertical installation of the frame.

[0021] The adjusting assembly 7 includes a threaded column 71, the outer wall of the threaded column 71 is fixedly connected to a sliding column 72, the outer wall of the sliding column 72 is slidably connected to a fixed block 73, the inner wall of the fixed block 73 is slidably connected to a semicircular block 74 through a slider 78, and the outer wall of the slider 78 is fixedly connected to the outer wall of the semicircular block 74, the outer wall of the fixed block 73 is fixedly connected to a buckle 76, the outer wall of the fixed block 73 is fixedly connected to a supporting rib 75, and the supporting rib 75 is linearly arrayed along the outer wall of the fixed block 73, the outer wall of the slider 78 is slidably connected to the inner wall of the fixed block 73 through a sliding groove, the outer wall of the semicircular block 74 is snap-fitted to the inner wall of the sliding column 72 through a circular groove 77, and the circular groove 77 is opened in the wall of the sliding column 72, the outer wall of the fixed block 73 is fixedly connected to the outer wall of the frame 31, the outer wall of the frame 31 is fixedly connected to the outer wall of the supporting rib 75, the outer wall of the threaded column 71 is threadedly connected to the inner wall of the threaded seat 33, and the outer wall of the buckle 76 is connected to the The top of the semicircular block 74 is clamped. During the actual adjustment process, when it is necessary to change the size of the ring beam frame component 13 to adapt to different construction requirements, the operation is as follows: first, move the buckle 76 on the top of the fixed block 73 to release the buckle 76 from the restriction on the semicircular block 74, then move the sliding post 72 toward the threaded seat 33, and screw the threaded post 71 on the sliding post 72 into the threaded seat 33, then slide the semicircular block 74 back into the circular groove 77 on the sliding post 72, and clamp the buckle 76 on the top of the semicircular block 74 again, thereby limiting the position of the sliding post 72, and then rotate the sliding post 72 as needed, and pull the position of the other set of frame frames 31 through the threaded post 71 to change the position between the two sets of frame frames 31, thereby realizing the adjustment of the ring beam frame component 13. This adjustment method can make the ring beam frame component 13 better adapt to the actual structure and stress conditions of the factory building, and enhance the overall structural stability.

[0022] The positioning assembly 9 includes a positioning plate 91, the outer wall of the positioning plate 91 is slidably connected with a wedge block 93, the inner wall of the wedge block 93 is rotatably connected with an adjusting column 92, the bottom of the adjusting column 92 is slidably connected with a positioning block 94 through a threaded block, the outer wall of the positioning plate 91 is fixedly connected with a tension spring 95, the outer wall of the positioning plate 91 is fixedly connected with a stopper 96, the outer wall of the stopper 96 is slidably connected to the inner wall of the fixing seat 35, the outer wall of the fixing seat 35 is fixedly connected to the outer wall of the positioning block 94, the side of the tension spring 95 away from the positioning plate 91 is fixedly connected to the outer wall of the fixing seat 35, the outer wall of the positioning plate 91 is fixedly connected to the outer wall of the beam plate 1, the outer wall of the wedge block 93 is slidably connected to the outer wall of the positioning block 94, when using the positioning assembly 9, the operation method is as follows: grab the wedge The wedge block 93 is used to move the adjusting column 92 and the positioning block 94. Since the adjusting column 92 is threadedly connected to the positioning block 94, when the adjusting column 92 rotates, the adjusting column 92 can drive the wedge block 93 to slide downward, and the wedge block 93 pushes the positioning plate 91 to move away from the adjusting column 92, thereby changing the position of the beam 1 through the positioning plate 91. The stop block 96 is used to limit the sliding direction of the positioning plate 91, and the tension spring 95 is used to drive the positioning plate 91 to reset. The sliding connection between the wedge block 93 and the positioning block 94 helps to achieve positioning and stable support during installation and force application. This design can ensure the accurate installation of the ring beam frame component 13 in the horizontal direction and ensure its accurate relative position with the beam 1, so that the entire plant structure can evenly transfer the load when subjected to force.

[0023] The support assembly 8 includes a threaded rod 81, a threaded sleeve 82 is threadedly connected to the bottom of the threaded rod 81, a sliding sleeve 83 is rotatably connected to the bottom of the threaded sleeve 82, a ball sleeve 87 is slidably connected to the top of the threaded rod 81, a fixing plate 85 is fixedly connected to the top of the ball sleeve 87, a slide plate 84 is slidably connected to the top of the fixing plate 85, an adjusting bolt 86 is threadedly connected to the inner wall of the fixing plate 85, a side of the slide plate 84 away from the fixing plate 85 contacts the bottom of the frame 31, an outer wall of the fixing plate 85 contacts the outer wall of the beam 1, the top of the adjusting bolt 86 is rotatably connected to the bottom of the slide plate 84, a fixing screw is threadedly connected to the inner wall of the ball sleeve 87, the outer wall of the threaded rod 81 is slidably connected to the inner wall of the sliding sleeve 83, and the extension length of the threaded rod 81 can be adjusted by rotating the threaded sleeve 82, thereby adjusting the height of the support assembly 8. This height adjustment function is very practical. For example, in the construction of tall factories with different floor heights, or when the ground at the construction site is uneven, the support assembly 8 can be adapted to the actual construction height requirements by adjusting the threaded sleeve 82.

[0024] The sliding assembly 6 includes a fixed platform 65, the outer walls on both sides of the fixed platform 65 are fixedly connected with side plates 66, the inner wall at the top of the fixed platform 65 is slidably connected with the sliding platform 61, the top of the sliding platform 61 is fixedly connected with a fixed sleeve 62, the inner walls on both sides of the sliding platform 61 are slidably connected with pressure plates 63, the outer walls on both sides of the pressure plate 63 are clamped with wedge plates 64, the outer wall of the fixed platform 65 is slidably connected with a pressing frame 67, the outer wall of the wedge plate 64 is clamped with the outer wall of the sliding platform 61, the inner wall of the fixed sleeve 62 is slidably connected with the bottom of the sliding sleeve 83, and the bottom of the pressing plate 63 contacts the outer wall of the fixed platform 65. During the construction process, if the position of the support assembly 8 needs to be adjusted for some reason, the sliding platform 61 can slide flexibly in the fixed platform 65, thereby driving the fixed sleeve 62 to move to a suitable position, ensuring a good fit with the bottom of the sliding sleeve 83, and ensuring the transmission of the supporting force.

[0025] The fixing assembly 5 includes a cone shell 52, the inner wall of the cone shell 52 is slidably connected with a connecting plate 51, the bottom of the connecting plate 51 is rotatably connected with a sliding shaft 53, the outer wall of the sliding shaft 53 is rotatably connected with a pointed cone 54, and the pointed cone 54 is provided with two groups. The top of the cone shell 52 is fixedly connected to the bottom of the fixed platform 65, the top of the connecting plate 51 is fixedly connected to the bottom of the pressing frame 67, the outer walls on both sides of the sliding shaft 53 are slidably connected to the inner wall of the cone shell 52, and the outer wall of the pointed cone 54 is slidably connected to the inner wall of the cone shell 52 through a limiting groove 55, and the limiting groove 55 is opened on the wall of the cone shell 52. In the construction site, the hardness of the ground may be different. By knocking on the side plate 66, an impact force can be generated to help the fixing component 5 to be inserted into the ground more easily. This design can firmly fix the fixing component 5 on the ground. During the construction and use of the factory building, it can resist the horizontal thrust or other unstable factors caused by the external load on the entire structure, and ensure the stability of the multi-ring beam frame structure of the entire tall factory building on the ground. For example, when encountering strong winds or when large equipment moves in the factory building and generates vibrations, the fixing component 5 can prevent the entire structure from shifting.

[0026] A method for pouring a reinforced tall factory building is used for pouring a beam column 2 of a reinforced tall factory building with multiple ring beam frames, comprising the following steps: step 1, first set up a scaffolding 4, then install the first section of beam slab 1, then install the ring beam frame component 13, use the support assembly 8 to support the position of the ring beam frame component 13, and then cast the first section of beam column 2; when pouring the first section of beam column 2, pay attention to the pouring speed and height of the concrete to avoid segregation of the concrete. At the same time, the wire interception net 12 inside the beam column 2 should be kept intact during the concrete pouring process to give full play to its pulling and crack prevention effects. Step 2, after the first section of beam column 2 is poured, install the second section of beam slab 1 and the ring beam frame component 13, and then cast the second section of beam column 2; after the first section of beam column 2 is poured, it is necessary to wait for the concrete to reach a certain strength before carrying out subsequent construction. When installing the second section of beam slab 1 and the ring beam frame component 13, Pay attention to the connection accuracy with the first section, especially the vertical alignment of the ring beam frame component 13. The installation method of the second section ring beam frame component 13 is similar to that of the first section, but special attention should be paid to the connection with the cast structure of the first section. When pouring the second section beam column 2, attention should also be paid to the pouring quality of concrete, and the pouring of the ring beam should be completed before the initial setting of the concrete to ensure the integrity of the beam column 2 and the ring beam. Step three, after the pouring of the second section beam column 2 is completed, install the third section beam slab 1 and the ring beam frame component 13, and then pour the third section beam column 2; after the pouring of the second section beam column 2 is completed, install the third section beam slab 1 and the ring beam frame component 13, and pour the third section beam column 2 according to the same construction standards and precautions. During the entire construction process, the construction quality of each section directly affects the stability and integrity of the entire plant structure. Therefore, it is necessary to strictly follow the construction process to ensure that each link meets the design requirements.

[0027] Working principle: The reinforced multi-ring beam frame of a tall factory building is mainly composed of beams, columns, beam slabs, ring beam frame components, support components, scaffolding and operating platforms. As the main vertical load-bearing structure of a tall factory building, beams and columns bear the huge load transmitted from the upper structure of the factory building. The steel wire interception net installed inside is arranged linearly along the outer wall, and plays an important role in pouring concrete in beams and columns. The steel wire interception net can tie the concrete together to prevent cracks from forming in the process of force. When the beams and columns are under load, stress will be generated inside the concrete. The steel wire interception net prevents the expansion of concrete cracks through its good tensile properties, and ensures the integrity and structural strength of the beams and columns, thereby ensuring the stability of the vertical load-bearing system of the entire factory building. The function of the beam slab is to fix the concrete when pouring the concrete of the beams and columns, thereby ensuring the integrity of the beams and columns.

[0028] The frame assembly is the main structure of the ring beam frame component, which is composed of four sets of frames. The outer wall of the frame is fixedly connected with a fixing seat, which is arranged linearly along the outer wall of the frame for connection with the positioning assembly. The inner wall of the frame is slidably connected with a fixing pin through a through hole, and the fixing pin can be used to position and fix other frames during installation. The side of the frame away from the fixing pin is fixedly connected with a threaded seat for connection with the adjustment assembly.

[0029] In actual use, it is only necessary to combine the four groups of frames with each other and assemble them on the outer wall of the beam and use the fixing pins to slide into the through holes on the frames to limit the positions of other frames. When assembling the frames on the beam, it is necessary to place the positioning components on the frames against the beam. The inner wall of the frames is fixedly connected with a spring clip through a fixing tube, and the outer wall of the spring clip is slidably connected with a rod body. The combination of the spring clip and the rod body can be used to align the verticality of the two groups of frame assemblies when installing the top frame assembly. It is only necessary to slide the rod body into the fixing tubes on the two groups of frame assemblies and observe the verticality of the rod body. When the position of the frame assembly needs to be changed, the position of the frame can be changed by adjusting the assembly, thereby changing the verticality of the two groups of frame assemblies.

[0030] The adjustment assembly includes components such as a threaded column, a sliding column, a fixed block, a semicircular block, a supporting rib, a buckle and a slider. The outer wall of the threaded column is threadedly connected to the inner wall of the threaded seat on the frame, and the supporting rib is linearly arrayed along the outer wall of the fixed block and fixedly connected to the outer wall of the frame, so as to enhance the connection strength between the fixed block and the frame. When using the adjustment assembly, it is only necessary to first turn the buckle on the top of the fixed block so that the buckle releases the restriction on the semicircular block, then move the sliding column closer to the threaded seat, and screw the threaded column on the sliding column into the threaded seat, then slide the semicircular block back into the circular groove on the sliding column, and clamp the buckle on the top of the semicircular block again, thereby limiting the position of the sliding column, and then the sliding column can be rotated as needed, so as to pull the position of another set of frames through the threaded column, so as to change the position between the two sets of frames, and realize the adjustment of the ring beam frame components to meet different construction requirements.

[0031] The positioning assembly includes a positioning plate, a wedge, an adjustment column, a positioning block, a tension spring and a stopper. The outer wall of the positioning plate is fixedly connected to the outer wall of the beam plate, and is used to determine the position of the ring beam frame component relative to the beam plate. The inner wall of the wedge is rotatably connected to the adjustment column, and the bottom of the adjustment column is threadedly connected to the positioning block. When using the positioning assembly, when operating the positioning assembly, the wedge is held and the adjustment column is rotated. Because the adjustment column is threadedly connected to the positioning block, when the adjustment column rotates, the adjustment column drives the wedge to slide downward, and the wedge pushes the positioning plate to move away from the adjustment column, thereby changing the position of the beam plate through the positioning plate, and the stopper is used to limit the sliding direction of the positioning plate, and the tension spring is used to drive the positioning plate to reset. The sliding connection between the wedge and the positioning block helps to achieve positioning and stable support during installation and force application.

[0032] When the support assembly is working, the extension length of the threaded rod can be adjusted by rotating the threaded sleeve, thereby adjusting the height of the support assembly. The ball sleeve allows the fixed plate to rotate within a certain angle range to adapt to the forces in different directions of the beam and slab. The sliding connection between the slide plate and the fixed plate and the adjustment of the adjusting bolt can make the slide plate in close contact with the bottom of the ring beam frame component, better transfer and disperse the load, and ensure that the ring beam frame component is stably supported during the construction process. The support assembly adjusts the height by rotating the threaded sleeve to adjust the extension length of the threaded rod. This design can adapt to the height requirements of the ring beam frame component in different construction scenarios. The ball sleeve allows the fixed plate to rotate within a certain angle range. It is based on the principle of force decomposition and transmission in mechanics. When the beam and slab are subjected to forces in different directions, the ball sleeve can decompose and transmit the force to other parts of the support assembly to avoid stress concentration and structural damage caused by inconsistent force directions. The sliding connection between the slide plate and the fixed plate and the adjusting function of the adjusting bolts are to ensure that the slide plate can fit tightly against the bottom of the ring beam frame component. This is based on the principle that force transmission requires a good contact area. Through close contact, the load can be evenly transferred from the ring beam frame component to the support assembly, thereby ensuring stable support of the entire structure during construction.

[0033] The sliding assembly includes a fixed platform, side plates, a sliding platform, a fixed sleeve, a pressure plate, a wedge plate and a pressure frame. The sliding of the sliding platform in the fixed platform can adjust the position of the fixed sleeve so that it fits with the bottom of the sliding sleeve in the support assembly. This is crucial to ensure the transmission of the supporting force between the support assembly and the sliding assembly, and thus maintain the stability of the entire structure. The cooperation of the pressure plate and the wedge plate can fix the sliding platform to prevent it from sliding during operation, and give the support assembly adjustability. The sliding of the pressure frame on the fixed platform can cooperate with the fixed assembly to fix the entire device on the ground.

[0034] The fixing component includes a cone shell, a connecting plate, a sliding shaft and a pointed cone. When inserting the fixing component into the ground, the side plates on both sides of the fixing platform can be knocked with a hammer to assist in inserting the fixing component into the ground. After the fixing component is inserted into the ground, the pressing frame can be pressed downward, so that the pressing frame drives the sliding shaft to slide downward through the connecting plate, and drives the two groups of pointed cones on the sliding shaft to rotate. Because the limiting groove on the cone shell limits the moving position of the pointed cone, the pointed cone can be rotated to point to the ground, thereby increasing the contact area between the fixing component and the ground, thereby increasing the stability of the fixing component.

[0035] In the multi-ring beam frame structure of the entire reinforced tall factory building, beams, columns and beam slabs constitute the main load-bearing system, and the wire interception net ensures the structural strength of the beams and columns. The ring beam frame components achieve accurate restrictions on the position of the beam slabs and adaptive adjustments of their own structures through the mutual cooperation of the frame components, adjustment components and positioning components. The support components provide stable support for the ring beam frame components, and the sliding components and fixed components ensure the adjustability of the support components during operation and the firm fixation of the entire device on the ground. The various components work together to ensure the structural stability of the tall factory building during the construction and use process from multiple aspects such as vertical load-bearing, horizontal support, and position fixation.

[0036] Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field and related fields without creative work should fall within the scope of protection of the present invention. The structures, devices and operating methods not specifically described and explained in the present invention are implemented according to the conventional means in the field unless otherwise specified and limited.

Claims

1. A reinforced multi-ring beam frame for tall factory buildings, characterized in that: include: A beam column (2), wherein the outer walls around the beam column (2) are fixedly connected to beam plates (1), and the beam plates (1) are arranged in a linear array along the outer walls of the beam column (2); the inner walls of the beam column (2) are fixedly connected to steel wire interception nets (12), and the steel wire interception nets (12) are arranged in a linear array along the outer walls of the beam column (2); A ring beam frame component (13), wherein an outer wall of the ring beam frame component (13) abuts against an outer wall of the beam slab (1), the ring beam frame component (13) is used to limit the position of the beam slab (1), and the ring beam frame component (13) comprises a frame assembly (3), an adjustment assembly (7) and a positioning assembly (9); A support assembly (8), wherein an outer wall of the support assembly (8) abuts against an outer wall of the beam plate (1), a sliding assembly (6) is fixedly connected to the bottom of the support assembly (8), a fixed assembly (5) is fixedly connected to the bottom of the sliding assembly (6), and the fixed assembly (5) is arranged in a linear array along the outer wall of the sliding assembly (6); The ring beam frame component (13) comprises a frame assembly (3), an adjustment assembly (7) and a positioning assembly (9); the outer wall of the frame assembly (3) is slidably connected to the outer wall of the positioning assembly (9); the outer wall of the frame assembly (3) is fixedly connected to the outer wall of the adjustment assembly (7); wherein the frame assembly (3) comprises a frame (31); the frame (31) is provided with four groups; the outer wall of the frame (31) is fixedly connected to a fixing seat (35); the fixing seat (35) is linearly arrayed along the outer wall of the frame (31); and the inner wall of the frame (31) is slidably connected to a fixing pin (36) via a through hole.

2. A reinforced high-rise factory building multi-ring beam frame according to claim 1, characterized in that: Scaffolds (4) are arranged on both sides of the beam column (2), an operating platform (10) is clamped on the outer wall of the scaffold (4), a threaded seat (33) is fixedly connected to the side of the frame (31) away from the fixing pin (36), an elastic sheet (34) is fixedly connected to the inner wall of the frame (31) via a fixing tube (32), and the outer wall of the fixing tube (32) is fixedly connected to the inner wall of the frame (31), and the outer wall of the elastic sheet (34) is slidably connected to a rod body (11).

3. A reinforced high-rise factory building multi-ring beam frame according to claim 1, characterized in that: The adjusting assembly (7) comprises a threaded column (71), the outer wall of the threaded column (71) is fixedly connected to a sliding column (72), the outer wall of the sliding column (72) is slidably connected to a fixed block (73), the inner wall of the fixed block (73) is slidably connected to a semicircular block (74) via a sliding block (78), and the outer wall of the sliding block (78) is fixedly connected to the outer wall of the semicircular block (74), the outer wall of the fixed block (73) is fixedly connected to a buckle (76), the outer wall of the fixed block (73) is fixedly connected to a supporting rib (75), and the supporting rib (75) is extended along the outer wall of the fixed block (73). The outer wall of the slider (78) is slidably connected to the inner wall of the fixed block (73) through a sliding groove, the outer wall of the semicircular block (74) is clamped with the inner wall of the sliding column (72) through a circular groove (77), and the circular groove (77) is opened in the wall of the sliding column (72), the outer wall of the fixed block (73) is fixedly connected to the outer wall of the frame (31), the outer wall of the frame (31) is fixedly connected to the outer wall of the supporting rib (75), the outer wall of the threaded column (71) is threadedly connected to the inner wall of the threaded seat (33), and the outer wall of the buckle (76) is clamped with the top of the semicircular block (74).

4. A reinforced high-rise factory building multi-ring beam frame according to claim 1, characterized in that: The positioning assembly (9) comprises a positioning plate (91), the outer wall of the positioning plate (91) is slidably connected to a wedge block (93), the inner wall of the wedge block (93) is rotatably connected to an adjustment column (92), the bottom of the adjustment column (92) is slidably connected to a positioning block (94) via a threaded block, the outer wall of the positioning plate (91) is fixedly connected to a tension spring (95), and the outer wall of the positioning plate (91) is fixedly connected to a stop block (96).

5. A reinforced high-rise factory building multi-ring beam frame according to claim 4, characterized in that: The outer wall of the stopper (96) is slidably connected to the inner wall of the fixing seat (35), the outer wall of the fixing seat (35) is fixedly connected to the outer wall of the positioning block (94), the side of the tension spring (95) away from the positioning plate (91) is fixedly connected to the outer wall of the fixing seat (35), the outer wall of the positioning plate (91) is fixedly connected to the outer wall of the beam plate (1), and the outer wall of the wedge block (93) is slidably connected to the outer wall of the positioning block (94).

6. A reinforced high-rise factory building multi-ring beam frame according to claim 1, characterized in that: The support assembly (8) comprises a threaded rod (81), the bottom of the threaded rod (81) is threadedly connected to a threaded sleeve (82), the bottom of the threaded sleeve (82) is rotatably connected to a sliding sleeve (83), the top of the threaded rod (81) is slidably connected to a ball sleeve (87), the top of the ball sleeve (87) is fixedly connected to a fixing plate (85), the top of the fixing plate (85) is slidably connected to a sliding plate (84), and the inner wall of the fixing plate (85) is threadedly connected to an adjusting bolt (86).

7. A reinforced high-rise factory building multi-ring beam frame according to claim 6, characterized in that: The side of the slide plate (84) away from the fixed plate (85) contacts the bottom of the frame (31), the outer wall of the fixed plate (85) contacts the outer wall of the beam plate (1), the top of the adjusting bolt (86) is rotatably connected to the bottom of the slide plate (84), the inner wall of the ball sleeve (87) is threadedly connected to a fixing screw, and the outer wall of the threaded rod (81) is slidably connected to the inner wall of the sliding sleeve (83).

8. The reinforced multi-ring beam frame for tall factory buildings according to claim 1, characterized in that: The sliding assembly (6) comprises a fixed platform (65), the outer walls on both sides of the fixed platform (65) are fixedly connected to side plates (66), the inner wall on the top of the fixed platform (65) is slidably connected to the sliding platform (61), the top of the sliding platform (61) is fixedly connected to a fixed sleeve (62), the inner walls on both sides of the sliding platform (61) are slidably connected to pressure plates (63), the outer walls on both sides of the pressure plate (63) are clamped with wedge plates (64), the outer wall of the fixed platform (65) is slidably connected to a pressing frame (67), the outer wall of the wedge plate (64) is clamped with the outer wall of the sliding platform (61), the inner wall of the fixed sleeve (62) is slidably connected to the bottom of the sliding sleeve (83), and the bottom of the pressure plate (63) is in contact with the outer wall of the fixed platform (65).

9. The reinforced multi-ring beam frame of a tall factory building according to claim 1, characterized in that: The fixing assembly (5) comprises a cone shell (52), the inner wall of the cone shell (52) is slidably connected to a connecting plate (51), the bottom of the connecting plate (51) is rotatably connected to a sliding shaft (53), the outer wall of the sliding shaft (53) is rotatably connected to a pointed cone (54), and two groups of pointed cones (54) are provided. The top of the cone shell (52) is fixedly connected to the bottom of a fixing platform (65), the top of the connecting plate (51) is fixedly connected to the bottom of a pressing frame (67), the outer walls on both sides of the sliding shaft (53) are slidably connected to the inner wall of the cone shell (52), and the outer wall of the pointed cone (54) is slidably connected to the inner wall of the cone shell (52) via a limiting groove (55), and the limiting groove (55) is opened in the wall of the cone shell (52).

10. A method for pouring a reinforced tall factory building, used for pouring a beam column (2) of a reinforced tall factory building multi-ring beam frame as claimed in claim 1, characterized in that: The following steps are involved: Step 1: first, erect a scaffold (4), then install the first section of beam slab (1), then install the ring beam frame component (13), use a support assembly (8) to support the position of the ring beam frame component (13), and then cast the first section of beam column (2); Step 2: After the first section of beams and columns (2) are cast, the second section of beam slabs (1) and the ring beam frame component (13) are installed, and then the second section of beams and columns (2) are cast; Step 3: After the second section of beams and columns (2) are cast, the third section of beams and slabs (1) and the ring beam frame component (13) are installed, and then the third section of beams and columns (2) are cast.

Images