Building structure inner ring beam column joint reconstruction and reinforcement structure and installation method

Abstract

The invention discloses a building structure inner ring beam column joint reconstruction and reinforcement structure and an installation method. The building structure inner ring beam column joint reconstruction and reinforcement structure comprises a floor, a supporting groove is formed in the middle of the floor, an inner ring beam column body is fixedly installed on one side of the inner wall of the supporting groove, an anti-torsion steel bar frame is arranged on one side of the inner ring beam column body, and a beam bottom bar is fixedly installed at the bottom end of one side of the anti-torsion steel bar frame; a plurality of beam stirrup assemblies are fixedly installed at the top ends of the beam bottom bars, and a plurality of tie bar assemblies are fixedly installed in the middle of one side of the anti-torsion steel bar frame. The connecting assembly, the tie bar assembly and the beam stirrup assembly are sequentially installed outside the inner ring beam column body, the inner ring beam column body and the anti-torsion steel bar frame are assembled together, the supporting performance of the inner ring beam column body is improved, and the safety of the escalator is improved; by arranging the tie bar assemblies, newly-added longitudinal bars and anti-torsion steel bars should be anchored into the ring beams or embedded into the frame column main beams on the two sides, the frame column main beams are reinforced on the premise that the size is not increased, and the supporting capacity of the inner ring beam column body is improved.

Description

Technical Field

[0001] This invention relates to the field of inner ring beam-column joint technology, specifically to the modification and reinforcement structure and installation method of inner ring beam-column joint in building structures. Background Technology

[0002] The ring beams and structural columns together form a frame structure. They are connected by toothed joints, which first set back and then advance, tightly integrating the walls with the beams and columns to form an integrated load-bearing system. This structure can effectively resist horizontal loads such as wind pressure and seismic waves, and vertical loads such as floor live loads, preventing local cracking or collapse of the escalator walls. In the event of an earthquake or other sudden event, the ring beams and structural columns work together, forming a "frame-shear wall" structure through steel reinforcement anchoring and concrete pouring. This structure can significantly improve the overall stiffness and collapse resistance of the escalator building and reduce the damage to the escalator structure caused by earthquakes.

[0003] However, traditional inner-ring beam-column joints have the following drawbacks: Traditional inner ring beam-column joints have poor self-supporting capacity. Affected by the construction of the sinking beam, the longitudinal reinforcement of the column is displaced, which in turn leads to the displacement of the stirrups, reducing the safety of the escalator itself. Summary of the Invention

[0004] The purpose of this invention is to provide a structure and installation method for modifying and reinforcing the inner ring beam-column joint of a building structure, so as to solve the problem mentioned in the background art that the traditional inner ring beam-column joint has poor self-support capacity, and the longitudinal reinforcement of the column is displaced due to the impact of the beam sinking construction, which in turn leads to the displacement of the stirrups and reduces the safety of the escalator itself.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a structural modification and reinforcement structure for the inner ring beam-column joint of a building, including a floor slab, a support groove in the middle of the floor slab, an inner ring beam-column body fixedly installed on one side of the inner wall of the support groove, an anti-torsion steel reinforcement frame on one side of the inner ring beam-column body, a bottom beam reinforcement fixedly installed at the bottom end of one side of the anti-torsion steel reinforcement frame, several beam stirrup assemblies fixedly installed at the top end of the bottom beam reinforcement, several tie rod assemblies fixedly installed in the middle of one side of the anti-torsion steel reinforcement frame, a connecting assembly fixedly installed at the top end of one side of the anti-torsion steel reinforcement frame, each of the several beam stirrup assemblies including an installation plate and a beam stirrup body, the middle of the top end of the installation plate being fixedly connected to the bottom end of the beam stirrup body, positioning seats fixedly installed on both sides of the top end of the installation plate, height seats fixedly installed on both sides of the beam stirrup body, several rotating shafts rotatably connected inside the two positioning seats and the two height seats, and reinforcement components fixedly installed between two rotating shafts located on opposite sides.

[0006] As a preferred embodiment of the present invention, several reinforcing components each include two first angle plates and two second angle plates. One end of each of the two first angle plates is hinged to one end of each of the two second angle plates. A first limiting plate is fixedly installed on the other end of each of the two first angle plates, and a second limiting plate is fixedly installed on the other end of each of the two second angle plates. A connecting screw that is rotatably connected to the second limiting plate is threaded to the middle of each of the two first limiting plates. An angle rod is fixedly installed between the two second angle plates. The surfaces of the two first angle plates and the surfaces of the two second angle plates are in contact with the side of the rotating shaft. The angle plates are installed on both sides of the corresponding rotating shaft according to actual needs. Then, the user rotates the connecting screw to fix the two limiting plates together, thus completing the fixation between the angle plates. The reinforcing components reinforce the main body of the beam stirrups from the side, improving the stability of the main body of the beam stirrups.

[0007] As a preferred embodiment of the present invention, the surface of the mounting plate is threaded with mounting screws, and the mounting plate is fixedly connected to the bottom reinforcement of the beam by the mounting screws. The surfaces of the two mounting screws are threaded with mounting nuts. When the user tightens the mounting screws, the threads on the surface of the mounting screws match the threads on the inner wall of the mounting plate, so the mounting screws rotate and rise relative to the mounting plate, fixing the mounting plate to the bottom reinforcement of the beam.

[0008] As a preferred embodiment of the present invention, the connecting assembly includes a reinforcing frame and length rods. One end of each of the length rods is fixedly connected to one side of the reinforcing frame, and the other end of each length rod is slidably connected to a length shell. One end of each of the length shells is fixedly installed with a ground stake, and the surface of each of the length shells is threaded with a locking screw. Each of the length shells is fixedly connected to the length rods by the locking screws, and the reinforcing frame has a reinforcing rod fixedly installed inside.

[0009] As a preferred embodiment of the present invention, the surface of the reinforcing frame is threaded with connecting screws. The reinforcing frame is fixedly connected to the anti-torsion steel frame through the connecting screws. Several ground piles are engaged with the side of the inner ring beam column body directly opposite each other. When the user tightens the connecting screws, the threads on the surface of the connecting screws match the threads on the inner wall of the reinforcing frame. Therefore, the connecting screws rotate and translate relative to the reinforcing frame, fixing the reinforcing frame to the anti-torsion steel frame. The user slides the length rod along the length shell to adjust the position of the ground piles. The ground piles are inserted into the inner ring beam column body. When the user tightens the locking screws, the threads on the surface of the locking screws match the threads on the inner wall of the length shell. Therefore, the locking screws rotate and translate relative to the length shell, fixing the length shell and the length rod together.

[0010] As a preferred embodiment of the present invention, the tie rod assembly includes a first sliding plate and a tie rod shell. One side of the first sliding plate is fixedly connected to one end of the tie rod shell, and a tie rod is slidably connected to the other end of the tie rod shell. A second sliding plate is fixedly installed at one end of the tie rod. A first movable plate is fixedly installed at both ends of the other side of the first sliding plate, and a second movable plate is fixedly installed at both ends of the second sliding plate on the side away from the tie rod. Threaded holes are provided on the surfaces of the two first movable plates and the two second movable plates.

[0011] As a preferred embodiment of the present invention, the surface of the tie rod shell is threaded with assembly screws, and the tie rod shell is fixedly connected to the tie rod rod by the assembly screws. The two first movable plates are fixedly connected to the anti-torsion steel reinforcement frame on the side away from the first sliding plate, and the two second movable plates are fixedly connected to the inner ring beam and column body on the side away from the second sliding plate. The user slides the tie rod rod along the tie rod shell to adjust the length of the tie rod assembly. The user screws the assembly screws, and the threads on the surface of the assembly screws match the threads on the inner wall of the tie rod shell to fix the tie rod shell and the tie rod together. The user screws the screws through the threaded holes to install the movable plates on the tie rod assembly onto the anti-torsion steel reinforcement frame and the inner ring beam and column body respectively.

[0012] The installation method of the inner ring beam-column joint modification and reinforcement structure of the present invention includes the following steps: Step 1: Install the inner ring beam and column bodies: Install the inner ring beam and column bodies on the floor slab; Step 2: Install the connecting components: The user tightens the connecting screws to install the reinforcement frame on the anti-torsion steel frame. The user inserts the ground pile into the inner ring beam and column body and assembles the inner ring beam and column body with the anti-torsion steel frame. Step 3: Install the tie rod assembly: The user tightens the screws to fix the movable plate between the inner ring beam and column body and the anti-torsion steel frame; Step 4: Install the beam stirrup assembly: The user tightens the mounting screws to fix the mounting plate to the bottom reinforcement of the beam. The user then installs the beam stirrup body under the inner ring beam and column body, assembling the inner ring beam and column body together with the bottom reinforcement of the beam.

[0013] Compared with the prior art, the beneficial effects of the present invention are: By setting up connecting components, tie rod components, and beam stirrup components, and installing them sequentially on the outside of the inner ring beam and column body, the inner ring beam and column body is assembled with the anti-torsion steel reinforcement frame, which improves the support of the inner ring beam and column body itself and enhances the safety of the escalator. By setting up tie rod components, the newly added longitudinal bars and anti-torsion bars should be anchored into the ring beam or planted into the main beams of the frame columns on both sides to strengthen them without increasing the volume and improve the supporting capacity of the inner ring beams and columns. Attached Figure Description

[0014] Figure 1This is a simplified schematic diagram of the present invention; Figure 2 This is a cross-sectional view of the beam stirrup assembly of the present invention; Figure 3 This is a side view of the connecting component of the present invention; Figure 4 This is a side view of the tensioner assembly of the present invention; Figure 5 This is a perspective view of the tensioner assembly of the present invention; Figure 6 This is a flowchart of the present invention.

[0015] In the diagram: 1. Inner ring beam and column body; 2. Anti-torsional steel reinforcement frame; 3. Connecting assembly; 31. Reinforcing frame; 32. Connecting screw; 33. Reinforcing rod; 34. Length rod; 35. Length shell; 36. Ground pile; 37. Locking screw; 4. Beam stirrup assembly; 41. Mounting plate; 42. Mounting screw; 43. Mounting nut; 44. Positioning seat; 45. Beam stirrup body; 46. Rotating shaft; 47. Reinforcing component; 471. First angle 472. Second angle plate; 473. Angle rod; 474. Second limiting plate; 475. First limiting plate; 476. Connecting screw; 48. Height seat; 5. Beam bottom reinforcement; 6. Tie rod assembly; 61. First movable plate; 62. First sliding plate; 63. Tie rod shell; 64. Tie rod rod; 65. Second sliding plate; 66. Second movable plate; 67. Assembly screw; 68. Threaded hole; 7. Floor slab; 8. Support groove. Detailed Implementation

[0016] The technical solutions of the present invention will be clearly and completely described below with reference to the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present invention.

[0017] Please see Figures 1-6 This invention provides a structural modification and reinforcement structure for the inner ring beam-column joint of a building, including a floor slab 7. A support groove 8 is provided in the middle of the floor slab 7. An inner ring beam-column body 1 is fixedly installed on one side of the inner wall of the support groove 8. An anti-torsion steel reinforcement frame 2 is provided on one side of the inner ring beam-column body 1. A bottom beam reinforcement 5 is fixedly installed at the bottom end of one side of the anti-torsion steel reinforcement frame 2. A plurality of beam stirrup assemblies 4 are fixedly installed at the top end of the bottom beam reinforcement 5. A plurality of tie rod assemblies 6 are fixedly installed in the middle of one side of the anti-torsion steel reinforcement frame 2. A connecting assembly 3 is fixedly installed at the top end of one side of the anti-torsion steel reinforcement frame 2.

[0018] Each of the several beam stirrup assemblies 4 includes an mounting plate 41 and a beam stirrup body 45. The middle part of the top of the mounting plate 41 is fixedly connected to the bottom of the beam stirrup body 45. Positioning seats 44 are fixedly installed on both sides of the top of the mounting plate 41. Height seats 48 are fixedly installed on both sides of the beam stirrup body 45. Several rotating shafts 46 are rotatably connected inside the two positioning seats 44 and the two height seats 48. Reinforcing parts 47 are fixedly installed between two rotating shafts 46 located on opposite sides.

[0019] Each of the several reinforcing components 47 includes two first angle pieces 471 and two second angle pieces 472. One end of each of the two first angle pieces 471 is hinged to one end of each of the two second angle pieces 472. A first limiting piece 475 is fixedly installed on the other end of each of the two first angle pieces 471, and a second limiting piece 474 is fixedly installed on the other end of each of the two second angle pieces 472. A connecting screw 476, which is rotatably connected to the second limiting piece 474, is threaded to the middle of each of the two first limiting pieces 475. An angle rod 473 is fixedly installed between the two second angle pieces 472. The surfaces of the two first angle pieces 471 and the two second angle pieces 472 are in contact with the side of the rotating shaft 46. The angle pieces are installed on both sides of the corresponding rotating shaft 46 according to actual needs. Then, the user rotates the connecting screw 476 to fix the two limiting pieces together, thus completing the fixation between the angle pieces. The reinforcing component 47 reinforces the main body 45 of the beam stirrups from the side, improving the stability of the main body 45 of the beam stirrups.

[0020] Mounting plate 41 has mounting screws 42 threaded on its surface. Mounting plate 41 is fixedly connected to the bottom reinforcement bar 5 of beam by mounting screws 42. Mounting nuts 43 are threaded on the surfaces of both mounting screws 42. When the user tightens the mounting screws 42, the threads on the surface of the mounting screws 42 match the threads on the inner wall of the mounting plate 41. Therefore, the mounting screws 42 rotate and rise relative to the mounting plate 41, fixing the mounting plate 41 to the bottom reinforcement bar 5 of beam.

[0021] The connecting assembly 3 includes a reinforcing frame 31 and length rods 34. One end of each length rod 34 is fixedly connected to one side of the reinforcing frame 31, and the other end of each length rod 34 is slidably connected to a length shell 35. One end of each length shell 35 is fixedly installed with a ground stake 36. The surface of each length shell 35 is threaded with a locking screw 37. Each length shell 35 is stably connected to the length rod 34 through the locking screw 37. A reinforcing rod 33 is fixedly installed inside the reinforcing frame 31.

[0022] The surface of the reinforcing frame 31 is threaded with connecting screws 32. The reinforcing frame 31 is fixedly connected to the anti-torsion steel frame 2 by the connecting screws 32. Several ground piles 36 are engaged with the side of the inner ring beam column body 1 facing each other. When the user tightens the connecting screws 32, the threads on the surface of the connecting screws 32 match the threads on the inner wall of the reinforcing frame 31. Therefore, the connecting screws 32 rotate and translate relative to the reinforcing frame 31, fixing the reinforcing frame 31 to the anti-torsion steel frame 2. The user slides the length rod 34 along the length shell 35 to adjust the position of the ground piles 36. The ground piles 36 are inserted into the inner ring beam column body 1. When the user tightens the locking screws 37, the threads on the surface of the locking screws 37 match the threads on the inner wall of the length shell 35. Therefore, the locking screws 37 rotate and translate relative to the length shell 35, fixing the length shell 35 and the length rod 34 together.

[0023] The tie rod assembly 6 includes a first sliding plate 62 and a tie rod shell 63. One side of the first sliding plate 62 is fixedly connected to one end of the tie rod shell 63. The other end of the tie rod shell 63 is slidably connected to a tie rod 64. One end of the tie rod 64 is fixedly mounted with a second sliding plate 65. Both ends of the other side of the first sliding plate 62 are fixedly mounted with first movable plates 61. Both ends of the second sliding plate 65 on the side away from the tie rod 64 are fixedly mounted with second movable plates 66. Threaded holes 68 are provided on the surfaces of the two first movable plates 61 and the two second movable plates 66.

[0024] The surface of the tie rod shell 63 is threaded with assembly screws 67. The tie rod shell 63 is fixedly connected to the tie rod 64 by the assembly screws 67. The two first movable plates 61 are fixedly connected to the anti-torsion steel frame 2 on the side away from the first sliding plate 62. The two second movable plates 66 are fixedly connected to the inner ring beam-column body 1 on the side away from the second sliding plate 65. The user slides the tie rod 64 along the tie rod shell 63 to adjust the length of the tie assembly 6. The user turns the assembly screws 67. The threads on the surface of the assembly screws 67 match the threads on the inner wall of the tie rod shell 63, fixing the tie rod shell 63 and the tie rod 64 together. The user turns the screws through the threaded holes 68 to install the movable plates on the tie assembly 6 onto the anti-torsion steel frame 2 and the inner ring beam-column body 1 respectively.

[0025] The installation method of the inner ring beam-column joint modification and reinforcement structure of the present invention includes the following steps: Step 1: Install inner ring beam and column body 1: Install inner ring beam and column body 1 on floor slab 7; Step 2, Install connection component 3: The user tightens the connection screw 32 to install the reinforcement frame 31 on the anti-torsion steel frame 2, the user inserts the ground pile 36 into the inner ring beam column body 1, and assembles the inner ring beam column body 1 and the anti-torsion steel frame 2 together. Step 3: Install tie rod assembly 6: The user tightens the screws to fix the movable plate between the inner ring beam column body 1 and the anti-torsion steel reinforcement frame 2 respectively; Step 4: Install beam stirrup assembly 4: The user tightens the mounting screws 42 to fix the mounting plate 41 to the bottom reinforcement 5 of the beam. The user then installs the beam stirrup body 45 below the inner ring beam column body 1, assembling the inner ring beam column body 1 and the bottom reinforcement 5 of the beam together.

[0026] In this invention, the inner ring beam-column body 1 is installed on the floor slab 7. The user tightens the connecting screw 32. The thread on the surface of the connecting screw 32 matches the thread on the inner wall of the reinforcing frame 31. Therefore, the connecting screw 32 rotates and translates relative to the reinforcing frame 31, fixing the reinforcing frame 31 to the anti-torsion steel frame 2. The user slides the length rod 34 along the length shell 35 to adjust the position of the ground pile 36. The ground pile 36 is inserted into the inner ring beam-column body 1. The user tightens the locking screw 37. The thread on the surface of the locking screw 37 matches the thread on the inner wall of the length shell 35. Therefore, the locking screw 37 rotates and translates relative to the length shell 35, fixing the length shell 35 and the length rod 34 together.

[0027] The user slides the tie rod 64 along the tie shell 63 to adjust the length of the tie assembly 6. The user then tightens the assembly screw 67, whose thread matches the thread on the inner wall of the tie shell 63, fixing the tie shell 63 and tie rod 64 together. The user then tightens the screw through the threaded hole 68, installing the movable plates on the tie assembly 6 onto the anti-torsion steel frame 2 and the inner ring beam-column body 1 respectively. The user tightens the installation screw 42, whose thread matches the thread on the inner wall of the installation plate 41, causing the installation screw 42 to rotate and rise relative to the installation plate 41, fixing the installation plate 41 onto the bottom reinforcement 5 of the beam. The user then installs the angle pieces on both sides of the corresponding rotating shaft 46 according to actual needs. Then, the user rotates the connecting screw 476 to fix the two limiting pieces together, completing the fixation between the angle pieces. The reinforcement part 47 reinforces the beam stirrup body 45 from the side, improving the stability of the beam stirrup body 45 support.

[0028] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A structural modification and reinforcement structure for the inner beam-column joint of a building, comprising a floor slab (7), characterized in that: A support groove (8) is provided in the middle of the floor slab (7). An inner ring beam-column body (1) is fixedly installed on one side of the inner wall of the support groove (8). An anti-torsion steel frame (2) is provided on one side of the inner ring beam-column body (1). A bottom beam reinforcement (5) is fixedly installed at the bottom end of one side of the anti-torsion steel frame (2). Several beam stirrup assemblies (4) are fixedly installed at the top of the bottom beam reinforcement (5). Several tie rod assemblies (6) are fixedly installed in the middle of one side of the anti-torsion steel frame (2). A connecting assembly (3) is fixedly installed at the top of one side of the anti-torsion steel frame (2). Several beam stirrups are also fixedly installed. Each component (4) includes a mounting plate (41) and a beam stirrup body (45). The middle part of the top of the mounting plate (41) is fixedly connected to the bottom of the beam stirrup body (45). Positioning seats (44) are fixedly installed on both sides of the top of the mounting plate (41). Height seats (48) are fixedly installed on both sides of the beam stirrup body (45). Several rotating shafts (46) are rotatably connected inside the two positioning seats (44) and the two height seats (48). Reinforcing members (47) are fixedly installed between two rotating shafts (46) located on opposite sides.

2. The structural reinforcement and modification structure for the inner ring beam-column joint of a building structure according to claim 1, characterized in that: Several reinforcing parts (47) each include two first angle pieces (471) and two second angle pieces (472). One end of each of the two first angle pieces (471) is hinged to one end of each of the two second angle pieces (472). A first limiting piece (475) is fixedly installed on the other end of each of the two first angle pieces (471). A second limiting piece (474) is fixedly installed on the other end of each of the two second angle pieces (472). A connecting screw (476) that is rotatably connected to the second limiting piece (474) is threaded to the middle of each of the two first limiting pieces (475). An angle rod (473) is fixedly installed between the two second angle pieces (472). The surfaces of the two first angle pieces (471) and the surfaces of the two second angle pieces (472) are in contact with the side of the rotating shaft (46) directly opposite to it.

3. The structural reinforcement and modification structure for the inner beam-column joint of a building structure according to claim 1, characterized in that: The mounting plate (41) has mounting screws (42) threaded on its surface. The mounting plate (41) is fixedly connected to the bottom reinforcement (5) of the beam by the mounting screws (42). The surfaces of the two mounting screws (42) are threaded with mounting nuts (43).

4. The structural reinforcement and modification structure for the inner ring beam-column joint of a building structure according to claim 1, characterized in that: The connecting assembly (3) includes a reinforcing frame (31) and length rods (34). One end of each length rod (34) is fixedly connected to one side of the reinforcing frame (31), and the other end of each length rod (34) is slidably connected to a length shell (35). One end of each length shell (35) is fixedly installed with a ground stake (36). The surface of each length shell (35) is threaded with a locking screw (37). Each length shell (35) is fixedly connected to each length rod (34) through the locking screw (37). A reinforcing rod (33) is fixedly installed inside the reinforcing frame (31).

5. The structural reinforcement and modification structure for the inner ring beam-column joint of a building structure according to claim 4, characterized in that: The surface of the reinforcing frame (31) is threaded with connecting screws (32). The reinforcing frame (31) is fixedly connected to the anti-torsion steel frame (2) by connecting screws (32). Several ground piles (36) are engaged with the side of the inner ring beam column body (1) directly opposite to it.

6. The structural reinforcement and modification structure for the inner beam-column joint of a building structure according to claim 1, characterized in that: The tie rod assembly (6) includes a first sliding plate (62) and a tie rod shell (63). One side of the first sliding plate (62) is fixedly connected to one end of the tie rod shell (63). The other end of the tie rod shell (63) is slidably connected to a tie rod rod (64). One end of the tie rod rod (64) is fixedly installed with a second sliding plate (65). Both ends of the other side of the first sliding plate (62) are fixedly installed with first movable plates (61). Both ends of the second sliding plate (65) away from the tie rod rod (64) are fixedly installed with second movable plates (66). Threaded holes (68) are opened on the surfaces of the two first movable plates (61) and the two second movable plates (66).

7. The structural reinforcement and modification structure for the inner ring beam-column joint of a building structure according to claim 6, characterized in that: The surface of the tie shell (63) is threaded with assembly screws (67). The tie shell (63) is fixedly connected to the tie rod (64) by the assembly screws (67). The two first movable plates (61) are fixedly connected to the anti-torsion steel frame (2) on the side away from the first sliding plate (62). The two second movable plates (66) are fixedly connected to the inner ring beam column body (1) on the side away from the second sliding plate (65).

8. The installation method of the reinforcement structure for the inner ring beam-column joint modification of a building structure according to any one of claims 1-7, characterized in that, Includes the following steps: Step 1: Install the inner ring beam and column body (1): Install the inner ring beam and column body (1) on the floor slab (7); Step 2, Install the connecting components (3): The user tightens the connecting screws (32) to install the reinforcing frame (31) on the anti-torsion steel frame (2), the user inserts the ground pile (36) into the inner ring beam and column body (1), and assembles the inner ring beam and column body (1) with the anti-torsion steel frame (2); Step 3, Install the tie rod assembly (6): The user tightens the screws to fix the movable plate between the inner ring beam column body (1) and the anti-torsion steel frame (2); Step 4: Install the beam stirrup assembly (4): The user tightens the mounting screws (42) to fix the mounting plate (41) on the bottom reinforcement of the beam (5). The user installs the beam stirrup body (45) below the inner ring beam column body (1) and assembles the inner ring beam column body (1) with the bottom reinforcement of the beam (5).

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