Precise embedded structure and construction method of curtain wall steel grid shell basin-type bottom support

Abstract

This invention relates to a construction method for a precise pre-embedded structure of a steel mesh shell basin-type bottom support for curtain walls. The method involves reinforcing the formwork with supporting steel sections and tie bars, and sealing it with sealant. Compared to traditional techniques, this method offers better formwork splicing and effectively reduces concrete grout leakage. The ring beam reinforcement moving and binding frame used is more convenient and faster for reinforcement placement and binding than existing technologies, significantly improving construction efficiency. Furthermore, after binding, the fixed frame can be moved away using a positioning horizontal reinforcement moving control device, facilitating the hoisting of the finished reinforcement frame. This reduces the number of auxiliary personnel required for hoisting and lowers the risk of collisions with the frame during hoisting, preventing frame deformation. A temporary adjustment and stabilization system for the bottom support suspension allows for adjustment of the embedded parts during hoisting, preventing the embedded parts from tipping over due to excessive tilting angles.

Description

Technical Field

[0001] This invention belongs to the field of spatial structure building construction technology, and in particular relates to a precise pre-embedded structure and construction method for a curtain wall steel mesh shell basin-type bottom support. Background Technology

[0002] With the rapid development of the construction market, spatial structure buildings are being used more and more widely in the construction field. The precise construction of concrete beams and columns and the positioning of embedded parts of supports in spatial structures are the basic construction nodes for the high-precision installation of spatial structures, and their construction quality has an important impact on the quality and safety of the entire structure.

[0003] Currently, the technology of fabricating rebar cages on a rebar cage binding frame and then hoisting them into the building structure for beam and column pouring has been widely used in construction engineering. Compared with traditional techniques, this technology significantly reduces the difficulty and danger of on-site rebar cage binding. However, this technology still has problems such as difficulty in fixing and splicing beam and column formwork, easy leakage of grout during the pouring process, difficulty in concrete vibration, and the great influence of the environment on rebar binding construction, which have adverse effects on project quality and safety and the surrounding environment. At the same time, during the hoisting and installation of the embedded parts of the supports, problems such as the overturning of the embedded parts of the supports and difficulties in positioning during the installation process are prone to occur, threatening the safety of the project and personnel.

[0004] Therefore, in order to address common problems in the construction of spatial structure buildings, and given the current situation of frequent problems, complex processes, high construction costs, and difficulty in guaranteeing project quality, there is an urgent need for a precise pre-embedded structure and construction technology for bottom supports that is quick, simple, safe, effective, low-cost, and has high component installation accuracy. Summary of the Invention

[0005] The purpose of this invention is to overcome the shortcomings of the prior art and provide a precise pre-embedded structure and construction method for a steel mesh shell basin-type bottom support for curtain walls.

[0006] The construction method for this type of curtain wall steel mesh shell basin-type bottom support precise pre-embedded structure includes the following steps:

[0007] Step 1: Fix the fixed steel bracket to the column body, install the column top side formwork on the fixed steel bracket, and install the fixed steel hoop, column top tie bar and column top support installation system;

[0008] Step 2: Pour concrete into the space enclosed by the side formwork at the top of the column, compact the concrete with a vibrator, and smooth the concrete surface at the top of the column.

[0009] Step 3: Use the temporary adjustment and stabilization system for bottom support suspension to hoist the embedded parts of the bottom support to the top of the column and install them; use the column top support installation system to fine-tune the position of the embedded parts of the bottom support;

[0010] Step 4: Install the bottom formwork of the beam in the area where the reinforcement cage of the beam to be installed;

[0011] Step 5: Use the ring beam reinforcement to move and tie the frame, move the frame to the horseshoe reinforcement and rib plate reinforcement skeleton for tying; move out the positioning horizontal reinforcement and hoist the reinforcement cage;

[0012] Step 6: Install the beam side formwork in the area of ​​the reinforcing cage of the beam to be installed, and use the ring beam formwork system to support the beam side formwork;

[0013] Step 7: Place vibrating rods within the space enclosed by the beam side formwork; place vibrating discs around the beam side formwork; pour the beam concrete and use the vibrating rods for initial vibration; after removing the vibrating rods, use the vibrating discs for secondary vibration and smooth the concrete surface of the beam; remove the formwork after the concrete reaches the specified strength.

[0014] Preferably, in step one, the fixed steel side support is fixed to the column body with bolts; the fixed steel support is reinforced with support rods; the fixed steel hoop is fixed to the outside of the column top side formwork; holes are provided on the side of the fixed steel hoop and the column top side formwork, and a pre-embedded pipe is provided between the holes on both sides of the column top to be poured; the column top tie bars are provided in the pre-embedded pipe, and the column top tie bars are fixed with a second nut.

[0015] Preferably, in step one, the column top support installation system includes a support vertical position control device, a limiting bolt, and a limiting embedded pipe; the limiting embedded pipe passes through the fixed steel hoop and the column top side formwork and is embedded in the space enclosed by the column top side formwork; the portion of the limiting embedded pipe outside the fixed steel hoop is threaded and fixed by a limiting nut; the limiting bolt is fixed to the fixed steel hoop; the support vertical position control device is fixed to the limiting bolt, and the vertical part of the support vertical position control device is in contact with the inner side of the column top side formwork; after the column top support installation system is installed, the height of the support vertical position control device is adjusted by the limiting bolt.

[0016] Preferably, in step three, the bottom support embedded part includes a bottom support embedded part body, lifting lugs, and fixing reinforcing bars; the lifting lugs are located on the top of the bottom support embedded part body, and the lifting lugs are symmetrically arranged at the midpoints of the four sides of the bottom support embedded part body; the fixing reinforcing bars are welded to the bottom of the bottom support embedded part body; the bottom support hanging temporary adjustment and stabilization system includes a pulley fixing device, a hoisting steel strand, and a pulley; the pulley is fixed to the bottom of the pulley fixing device; the hoisting steel strand changes direction using the pulley and passes through the pulley fixing device, and the two ends of the hoisting steel strand are respectively connected to the lifting lugs and the crane; the crane hoists the bottom support embedded part through the hoisting steel strand, and during the hoisting process, the horizontal condition of the bottom support embedded part is monitored. If tilting occurs, the bottom support hanging temporary adjustment and stabilization system is used for adjustment.

[0017] Preferably, in step three, after the position of the bottom support embedded part is adjusted, the part of the limiting embedded pipe that is exposed by the fixing steel hoop is cut, and then cement is poured into the limiting embedded pipe for sealing and fixing.

[0018] Preferably, the ring beam reinforcement moving and binding jig includes positioning horizontal bars, jig body, positioning horseshoe bars, rails, and rib plate reinforcement skeleton; the positioning horizontal bars are fixed to both sides of the jig body and connected to the positioning horizontal bar moving control device, allowing for horizontal displacement; the jig body moves on the rail via first rollers; the positioning horseshoe bars are fixed to a base on one side of the rail; and the rib plate reinforcement skeleton is fixed to a base on the other side of the rail.

[0019] Step five specifically involves placing the horseshoe-shaped reinforcing bars and main reinforcing bars on the positioning horseshoe-shaped reinforcing bars and the main body of the jig respectively; placing reinforcing bars on the rib plate reinforcing bar skeleton; moving the main body of the jig to the horseshoe-shaped reinforcing bars and rib plate reinforcing bar skeleton respectively to connect and tie the reinforcing bars; and then using the positioning horizontal reinforcing bar movement control device to move the positioning horizontal reinforcing bars out and hoist the reinforcing bar cage.

[0020] Preferably, a rain shelter system is provided on the outside of the ring beam reinforcement moving and binding frame; the rain shelter system includes a rain shelter and a supporting truss; the rain shelter is welded to the supporting truss; a bracket is welded to the bottom of the supporting truss, and the bracket moves within the track via a second roller.

[0021] Preferably, in step five, a hoisting truss is installed on the top of the ring beam reinforcement moving and binding frame.

[0022] Preferably, the ring beam formwork system includes tie bars, supporting steel sections, horizontal supports, and longitudinal supports; the horizontal supports are located at the bottom of the beam bottom formwork and are supported by the longitudinal supports; the supporting steel sections are fixed to the horizontal supports and the beam side formwork by the tie bars, and the tie bars are fixed by the first nut; the joint between the beam side formwork and the beam bottom formwork is sealed with sealant.

[0023] The precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support is obtained by any of the methods described above.

[0024] The beneficial effects of this invention are:

[0025] 1) The ring beam formwork system adopted in this invention reinforces the formwork with supporting steel and tie bars and seals it with sealant. Compared with traditional technology, this technology has a better formwork splicing effect and can effectively reduce the amount of concrete slurry leakage.

[0026] 2) The ring beam rebar moving binding frame used in this invention is more convenient and faster for rebar placement and binding compared to existing technologies, significantly improving construction efficiency. Furthermore, after binding is completed, the fixed frame can be moved away using the positioning horizontal bar moving control device, facilitating the hoisting of the finished rebar frame. This reduces the number of auxiliary personnel required for hoisting, lowers the risk of collisions with the frame during hoisting, and prevents frame deformation.

[0027] 3) The rain shelter system adopted in this invention can enable steel bar binding to continue construction in high temperature and sun exposure and heavy rain, reduce the impact of the surrounding environment on steel bar binding construction, significantly improve project efficiency and shorten the construction period.

[0028] 4) The present invention uses a hoisting truss, which can enhance the integrity of the steel cage during hoisting and avoid excessive local deformation of the steel cage caused by excessive local stress on the steel bars, thus threatening the safety of the project.

[0029] 5) The present invention adopts a temporary adjustment and stabilization system for bottom support suspension, which can adjust the support embedded parts during the hoisting process to avoid the support embedded parts from tilting due to excessive tilt angle during hoisting, thereby avoiding the embedded parts from falling due to excessive local steel strand stress, effectively improving hoisting safety, and also facilitating the positioning and installation of support embedded parts.

[0030] 6) The ring beam top vibration system adopted in this invention can achieve the initial vibration of concrete through the vibrator, which significantly improves the density of concrete; the vibrating discs on the outside of the formwork can be used for external vibration after the vibrator is removed, so that the concrete inside the formwork is more dense and uniform, and it is also easier to smooth the concrete surface; at the same time, the vibration frequency can be quantitatively set by controlling each vibration device through electrical signals, which is more precise than manual vibration and significantly saves labor costs.

[0031] 7) The column top support clamp formwork temporary fixing bracket used in this invention uses column top tie bars and fixing steel hoops to reinforce the column top formwork. Compared with traditional technology, it has a better reinforcement effect, smaller gaps between formwork, and effectively reduces concrete slurry leakage.

[0032] 8) The column top support installation system adopted in this invention, compared with traditional support pre-embedded part installation and adjustment devices, can realize secondary fine adjustment of the pre-embedded parts, meeting the high precision requirements of the pre-embedded parts. At the same time, it also meets the secondary fine adjustment technology for pre-embedded parts in special cases where the dimensions of the pre-embedded parts and the column top are the same, and its application range is wider. Attached Figure Description

[0033] Figure 1 Flowchart of the construction process for the precise pre-embedded structure of the pot-type bottom support for curtain wall steel mesh shell;

[0034] Figure 2 A top view of the beam formwork layout;

[0035] Figure 3 A front view of the beam formwork layout;

[0036] Figure 4 This is a front view of the rigging frame for moving and binding the reinforcing bars of the ring beam.

[0037] Figure 5 Side view of the rigging frame for moving and binding the reinforcing bars of the ring beam;

[0038] Figure 6 Top view of the embedded parts of the bottom support;

[0039] Figure 7 This is a front view of the embedded part of the bottom support;

[0040] Figure 8 Front view of the arrangement of the vibration system at the top of the ring beam;

[0041] Figure 9 A cross-sectional view showing the layout of the temporary fixing bracket for the column top support clamp formwork and the vertical position control device for the support;

[0042] Figure 10 A top view showing the layout of the vertical position control device for the column top support.

[0043] The system includes: 1. Ring beam formwork system; 1-1 tie bars; 1-2 first nut; 1-3 supporting steel; 1-4 sealant; 1-5 horizontal support; 1-6 longitudinal support; 2. beam side formwork; 3. beam bottom formwork; 4. ring beam reinforcement moving and binding jig; 4. positioning horizontal reinforcement; 4-1 positioning horizontal reinforcement moving control device; 4-2 jig body; 4-3 positioning horseshoe reinforcement; 4-4 base; 4-5 first roller; 4-6 track; 4-7 rib plate reinforcement skeleton; 5. rain shelter system; 5. rain shelter; 5-1 support; 5-2 second roller; 5-3 supporting truss; 5-4 hoisting truss; 6. bottom support hanging temporary adjustment and stabilization system; 7. pulley fixing device; 7-1 hoisting steel strand; 7-2 pulley; 7-3 bottom support pre-embedded components. Component 8, Bottom support embedded part main body 8-1, Lifting lug 8-2, Fixed reinforcing bar 8-3, Ring beam top vibration system 9, Vibrator control sensor 9-1, Vibrator 9-2, Vibrator control device 9-3, Vibrating plate 9-4, Vibrating plate control device 9-5, Column top support clamp formwork temporary fixing bracket 10, Embedded pipe 10-1, Column top tie bar 10-2, Fixed steel hoop 10-3, Second nut 10-4, Fixed steel bracket 10-5, Support rod 10-6, Bolt 10-7, Column top support installation system 11, Support vertical position control device 11-1, Limit bolt 11-2, Limit embedded pipe 11-3, Limit nut 11-4, Thread 11-5, Column top side formwork 12, Column body 13. Detailed Implementation

[0044] The present invention will be further described below with reference to embodiments. The description of the embodiments below is only for the purpose of helping to understand the present invention. It should be noted that those skilled in the art can make several modifications to the present invention without departing from the principle of the present invention, and these improvements and modifications also fall within the protection scope of the claims of the present invention.

[0045] Example 1

[0046] As one example, such as Figure 1 As shown, the construction method for this type of precisely embedded structure of the steel mesh shell basin-type bottom support for curtain walls includes the following steps:

[0047] Step 1: Erect scaffolding around the beams and columns to be poured to facilitate the installation and construction of various devices;

[0048] The fixed steel bracket 10-5 is fixed to the column body 13 and reinforced by the support rod 10-6;

[0049] The column top side formwork 12 is installed on the fixed steel bracket 10-5, and the column top side formwork 12 is reinforced by the fixed steel hoop 10-3 and the column top tie steel bar 10-2;

[0050] Step 2: Pour concrete into the space enclosed by the column top side formwork 12, and use the vibrator 9-2 to compact the concrete, and scrape the concrete surface of the column top to level it.

[0051] Step 3: Use the temporary adjustment and stabilization system 7 to hoist the bottom support embedded part 8 to the top of the column, and install the bottom support embedded part 8 above the top of the column; use the column top support installation system 11 to fine-tune the position of the bottom support embedded part 8; fill the limiting embedded pipe 11-3 with cement to seal and fix it.

[0052] Step 4: Install the bottom formwork 3 of the beam in the area where the reinforcement cage of the beam to be installed;

[0053] Step 5: Place the horseshoe-shaped steel bars and main bars on the positioning horseshoe-shaped steel bars 4-4 and the main body of the frame 4-3 respectively; place the steel bars on the rib plate steel bar skeleton 4-8; move the main body of the frame 4-3 to the horseshoe-shaped steel bars 4-4 and the rib plate steel bar skeleton 4-8 respectively to connect and tie the steel bars; use the positioning horizontal bar movement control device 4-2 to move the positioning horizontal bar 4-1 out and hoist the steel cage;

[0054] Step 6: Install the beam side formwork 2 in the area of ​​the steel reinforcement cage of the beam to be installed, and use the ring beam support system 1 to support the beam side formwork 2;

[0055] Step 7: Evenly arrange the vibrating rods 9-2 within the space enclosed by the beam side formwork 2; evenly arrange the vibrating discs 9-4 around the beam side formwork 2; pour the beam concrete and use the vibrating rods 9-2 for initial vibration; after removing the vibrating rods 9-2, use the vibrating discs 9-4 for secondary vibration and smooth the concrete surface of the beam; remove the formwork after the concrete strength reaches the specified strength.

[0056] Example 2

[0057] As another example, Figures 2 to 10 As shown, the precise pre-embedded structure of the curtain wall steel mesh shell basin bottom support obtained by the method in Embodiment 1 includes: a ring beam formwork system 1, a ring beam reinforcement moving and binding frame 4, a ring beam top vibration system 9, a column top support clamp formwork temporary fixing bracket 10, and a column top support installation system 11.

[0058] The ring beam formwork system 1 includes tie bars 1-1, supporting steel 1-3, horizontal supports 1-5, and longitudinal supports 1-6. The horizontal supports 1-5 are located at the bottom of the beam bottom formwork 3 and are supported by the longitudinal supports 1-6. The supporting steel 1-3 is fixed to the horizontal supports 1-5 and the beam side formwork 2 by the tie bars 1-1, and the tie bars 1-1 are fixed by the first nut. The joint between the beam side formwork 2 and the beam bottom formwork 3 is sealed with sealant 1-4 to prevent grout leakage during concrete pouring.

[0059] The ring beam reinforcement moving binding frame 4 includes a positioning horizontal bar 4-1, a frame body 4-3, a positioning horseshoe bar 4-4, and a rib plate reinforcement skeleton 4-8; the positioning horizontal bar 4-1 is fixed to both sides of the frame body 4-3 and connected to the positioning horizontal bar moving control device 4-2, allowing for horizontal displacement; the bottom of the frame body 4-3 is fixed with a first roller 4-6, enabling the frame to move freely on the track 4-7; the positioning horseshoe bar 4-4 is fixed to the base 4-5; the rib plate reinforcement skeleton 4-8 is fixed to the right side of the frame at the track 4-7.

[0060] The ring beam top vibration system 9 includes a vibration control sensor 9-1, a vibrating rod 9-2, and a strain gauge 9-4; the vibrating rod 9-2 is evenly installed in the space to be poured concrete enclosed by the beam side formwork 2 and the beam bottom formwork 3, and the vibration frequency of the vibrating rod 9-2 is controlled by transmitting an electrical signal to the vibrating rod control sensor 9-1 through the vibrating rod control device 9-3; the vibrating gauge 9-4 is evenly installed on the outside of the beam side formwork 2, and the vibration frequency of the vibrating gauge 9-4 is controlled by the vibrating gauge control device 9-5.

[0061] The temporary fixing bracket 10 for the column top support formwork includes an embedded pipe 10-1, a fixing steel hoop 10-3, and a fixing steel side bracket 10-5; the fixing steel side bracket 10-5 is fixed to the column body 13 by bolts 10-7; a support rod 10-6 is fixed to the fixing steel side bracket 10-5; the column top side formwork 12 is fixed to the fixing steel side bracket 10-5; the fixing steel hoop 10-3 is fixed to the outside of the column top side formwork 12; holes are provided on the sides of the fixing steel hoop 10-3 and the column top side formwork 12, and the embedded pipe 10-1 passes through the holes and is fixed at the top of the column to be poured; a column top tie bar 10-2 is provided inside the embedded pipe 10-1 and fixed with a second nut 10-4;

[0062] The column top support installation system 11 includes a support vertical position control device 11-1, a limiting bolt 11-2, and a limiting embedded pipe 11-3. The limiting embedded pipe 11-3 passes through the fixed steel hoop 10-3 and the column top side template 12 and is embedded in the space enclosed by the column top side template 12. The limiting embedded pipe 11-3 is threaded 11-5 at the fixed steel hoop 10-3. The limiting nut 11-4 is fixed at the threaded part 11-5. The limiting bolt 11-2 is fixed to the fixed steel hoop 10-3. The support vertical position control device 11-1 is fixed to the limiting bolt 11-2, and its vertical part is tightly connected to the inner side of the column top side template 12. The height of the support vertical position control device 11-1 can be adjusted by the limiting bolt 11-2.

[0063] Example 3

[0064] As another embodiment, this embodiment three proposes a more specific pre-embedded structure for the curtain wall steel mesh shell basin-type bottom support based on embodiment two.

[0065] A rain shelter system 5 is provided on the outside of the ring beam steel reinforcement moving binding frame 4; the rain shelter system 5 includes a rain shelter 5-1 and a supporting truss 5-4; the rain shelter 5-1 is welded to the supporting truss 5-4; a bracket 5-2 is welded to the bottom of the supporting truss 5-4, and a second roller 5-3 is fixed to the bottom of the bracket 5-2; the rain shelter system 5 can move freely within the track 4-7.

[0066] The bottom support embedded part 8 includes a bottom support embedded part body 8-1, a lifting lug 8-2, and a fixing steel bar 8-3; the lifting lug 8-2 is located on the top of the bottom support embedded part body 8-1 and is symmetrically arranged at the midpoint of its four sides according to the center of the bottom support embedded part body 8-1; the fixing steel bar 8-3 is welded to the bottom of the bottom support embedded part body 8-1.

[0067] The temporary adjustment and stabilization system 7 for bottom support suspension includes a pulley fixing device 7-1, a hoisting steel strand 7-2, and a pulley 7-3; the pulley 7-3 is fixed to the bottom of the pulley fixing device 7-2; the hoisting steel strand 7-2 changes direction by using the pulley 7-3 and passes through the pulley fixing device 7-1, with both ends connected to the lifting lug 8-2 and the crane, respectively.

[0068] The steel plate used for the vertical position control device 11-1 of the support should be 2-3mm thick. If it is too thin, the vertical position control device 11-1 of the support will deform significantly, affecting the position adjustment effect; if it is too thick, the gap between the main body 8-1 of the bottom support embedded part and the column top side template 12 will be too large. The height of the vertical position control device 11-1 of the support should be greater than the height of the main body 8-1 of the bottom support embedded part.

[0069] The top of the ring beam reinforcement moving binding frame 4 is equipped with a hoisting truss 6 to realize the overall hoisting of the reinforcement cage and reduce the deformation during hoisting.

[0070] It should be noted that the parts in this embodiment that are the same as or similar to those in Embodiment 2 can be referred to each other, and will not be repeated in this application.

[0071] The various embodiments in this specification are described in a progressive manner, with each embodiment focusing on the differences from other embodiments. The same or similar parts between the various embodiments can be referred to each other.

Claims

1. A construction method for a precisely embedded structure of a steel mesh shell basin-type bottom support for curtain walls, characterized in that, Includes the following steps: Step 1: Fix the fixed steel bracket to the column body, install the column top side formwork on the fixed steel bracket, and install the fixed steel hoop, column top tie bars, and column top support installation system. In Step 1, the column top support installation system includes a support vertical position control device, a limiting bolt, and a limiting embedded pipe. The limiting embedded pipe passes through the fixed steel hoop and the column top side formwork and is embedded within the space enclosed by the column top side formwork. The portion of the limiting embedded pipe outside the fixed steel hoop is threaded and fixed with a limiting nut. The limiting bolt is fixed to the fixed steel hoop. The support vertical position control device is fixed to the limiting bolt, and the vertical portion of the support vertical position control device is in contact with the inner side of the column top side formwork. After the column top support installation system is installed, adjust the height of the support vertical position control device using the limiting bolt. Step 2: Pour concrete into the space enclosed by the side formwork at the top of the column, compact the concrete with a vibrator, and smooth the concrete surface at the top of the column. Step 3: Use the temporary adjustment and stabilization system for the bottom support to hoist the embedded parts of the bottom support to the top of the column and install them; The position of the embedded parts of the bottom support is finely adjusted through the column top support installation system; Step 4: Install the bottom formwork of the beam in the area where the reinforcement cage of the beam to be installed; Step 5: Using the ring beam reinforcement moving binding frame, move the frame body to the horseshoe reinforcement and rib plate reinforcement skeleton for binding; translate the positioning horizontal reinforcement and hoist the reinforcement cage; the ring beam reinforcement moving binding frame includes positioning horizontal reinforcement, frame body, positioning horseshoe reinforcement, track and rib plate reinforcement skeleton; the positioning horizontal reinforcement is fixed to both sides of the frame body and connected to the positioning horizontal reinforcement movement control device, allowing for horizontal displacement; the frame body moves on the track via the first roller; the positioning horseshoe reinforcement is fixed to the base on one side of the track; the rib plate reinforcement skeleton is fixed to the base on the other side of the track; Step five specifically involves placing the horseshoe-shaped steel bars and main reinforcement bars on the positioning horseshoe-shaped steel bars and the main body of the jig respectively; placing the reinforcement bars on the rib plate reinforcement cage; and moving the main body of the jig to the horseshoe-shaped steel bars and the rib plate reinforcement cage respectively to connect and tie the reinforcement bars. Then, the positioning horizontal bar is moved out using the positioning horizontal bar movement control device and the steel cage is hoisted. In step five, a hoisting truss is installed on the top of the ring beam reinforcement moving and binding frame; Step 6: Install the beam side formwork in the area of ​​the reinforcing cage of the beam to be installed, and use the ring beam formwork system to support the beam side formwork; Step 7: Place vibratory rods within the space enclosed by the beam side formwork; place vibratory discs around the beam side formwork. Pour the concrete for the beam and use a vibrator for initial compaction; after removing the vibrator, use a vibrating disc for secondary compaction and smooth the concrete surface of the beam; remove the formwork after the concrete reaches the specified strength.

2. The construction method of the precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support according to claim 1, characterized in that: In step one, the fixed steel side support is fixed to the column body with bolts; the fixed steel support is reinforced with support rods; the fixed steel hoop is fixed to the outside of the column top side formwork; holes are set on the side of the fixed steel hoop and the column top side formwork, and a pre-embedded pipe is set between the holes on both sides of the column top to be poured; the column top tie bars are set in the pre-embedded pipe, and the column top tie bars are fixed with a second nut.

3. The construction method of the precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support according to claim 1, characterized in that: In step three, the bottom support embedded part includes the main body of the bottom support embedded part, lifting lugs, and fixing reinforcing bars; the lifting lugs are located on the top of the main body of the bottom support embedded part, and the lifting lugs are symmetrically arranged at the midpoints of the four sides of the main body of the bottom support embedded part; the fixing reinforcing bars are welded to the bottom of the main body of the bottom support embedded part; the bottom support hanging temporary adjustment and stabilization system includes a pulley fixing device, a hoisting steel strand, and a pulley; the pulley is fixed to the bottom of the pulley fixing device; the hoisting steel strand changes direction using the pulley and passes through the pulley fixing device, and the two ends of the hoisting steel strand are respectively connected to the lifting lugs and the crane; the crane hoists the bottom support embedded part through the hoisting steel strand, and during the hoisting process, the horizontal condition of the bottom support embedded part is monitored. If tilting occurs, the bottom support hanging temporary adjustment and stabilization system is used for adjustment.

4. The construction method of the precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support according to claim 3, characterized in that: In step three, after the position of the bottom support embedded part is adjusted, the part of the limiting embedded pipe that is exposed by the fixing steel hoop is cut, and then cement is poured into the limiting embedded pipe for sealing and fixing.

5. The construction method of the precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support according to claim 1, characterized in that: A rain shelter system is provided on the outside of the moving and binding frame for the ring beam reinforcement; the rain shelter system includes a rain shelter and a supporting truss; the rain shelter is welded to the supporting truss; a bracket is welded to the bottom of the supporting truss, and the bracket moves within the track via a second roller.

6. The construction method of the precise pre-embedded structure of the curtain wall steel mesh shell basin-type bottom support according to claim 1, characterized in that: The ring beam formwork system includes tie bars, supporting steel sections, horizontal supports, and longitudinal supports; the horizontal supports are located at the bottom of the beam bottom formwork and are supported by the longitudinal supports; the supporting steel sections are fixed to the horizontal supports and the beam side formwork by the tie bars, and the tie bars are fixed by the first nut; the joint between the beam side formwork and the beam bottom formwork is sealed with sealant.

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