Frame construction method for ultrahigh ALC wallboard

Abstract

The invention discloses an ultrahigh ALC wallboard construction method adopting a frame method, and relates to the technical field of construction management, the method comprises the following steps: S1, construction preparation; s2, surveying and setting out; s3, a bearing frame and an operation frame are erected; s4, embedded steel bars and column steel bars are bound, and a formwork is installed; s5, beam bottom formwork installation and steel bar binding; s6, a beam side formwork is installed; s7, concrete pouring; s8, concrete curing; s9, a bottom layer ALC wallboard is installed; s10, an upper-layer ALC wallboard is installed; s11, glass fiber gridding cloth is attached to plate seams; and S12, performing the next process. According to the method, the ultrahigh wallboard is installed in a segmented mode, the installation difficulty caused by the fact that the whole board is too long can be effectively avoided through segmented construction, the precision and perpendicularity of the ALC wallboard are ensured, and the frame structure not only provides a supporting function, but also can play an effective limiting and correcting role in construction; and the mounting stability and accuracy of each section of wallboard are ensured.

Description

Technical Field

[0001] The invention relates to the technical field of construction management, in particular to a framework method for constructing an ultra-high ALC wall panel. Background Art

[0002] With the continuous development of urban construction, the trend of building industrialization is becoming increasingly significant, and promoting the use of prefabricated components for construction has become an effective means. This is not only conducive to energy conservation and emission reduction, but also can improve construction efficiency and quality, shorten construction period and reduce costs. Precast concrete panels, such as ALC (autoclaved aerated concrete) panels, as a new type of lightweight wall material, have gradually replaced traditional masonry materials and are widely used in residential, office and other buildings. ALC wall panels have many advantages such as light weight, high strength, thermal insulation, fire resistance and earthquake resistance, and are particularly suitable for the wall structure design of high-rise buildings. However, with the continuous improvement of architectural design requirements, the traditional ALC wall panel construction process faces many challenges in some super-high-rise building projects, especially when the wall panel height exceeds the maximum height of the panel wall and the relevant atlas regulations, and the traditional construction method often cannot meet the requirements of structural design and construction quality.

[0003] In this context, it is particularly important to develop a new construction process that can improve construction efficiency, reduce engineering risks, and adapt to the needs of ultra-high wall structures. The frame method construction process has gradually become an important technology in the application of ultra-high ALC wall panels. It divides the wall panels into sections and combines them with frame structures for construction. It can not only effectively solve the problem of ultra-high wall installation, but also ensure the accuracy and stability of construction, thereby promoting the further development of building industrialization. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present invention provides a method for constructing an ultra-high ALC wall panel using a frame method to solve the problems raised in the above background technology.

[0005] To achieve the above object, the present invention provides the following technical solution: A method for constructing an ultra-high ALC wall panel using a frame method, comprising the following steps:

[0006] S1. Construction preparation;

[0007] Before construction begins, preparatory work is carried out, including drawing review, site survey, material preparation and refinement of construction plans;

[0008] S2, measurement and setting out;

[0009] Use precision instruments such as laser level to measure, ensure that the line position is highly consistent with the design drawing, and accurately pop out the ALC wall position line on the ground with ink line;

[0010] S3. Erection of load-bearing frame and operating frame;

[0011] Build the load-bearing frame according to the design drawings to ensure that it can bear the weight of the reinforced concrete ring beam. During the construction of the operating frame, workers wear protective equipment to prevent accidents during high-altitude operations;

[0012] S4, planting reinforcement and column reinforcement binding, formwork installation;

[0013] Plant reinforcement at the column position and tie the reinforcement according to the design requirements. After the reinforcement acceptance is completed, finally install the column formwork and reinforce it with M14 tension bolts;

[0014] S5. Installation of beam bottom formwork and reinforcement binding;

[0015] Install the bottom formwork of the beam to prevent the formwork from shifting or deforming during concrete pouring. Ensure that the spacing and position of the steel bars are accurate to avoid problems such as steel bar dislocation and steel bar exposure. After completing the steel bar tying, check the steel bars and formwork several times.

[0016] S6, installation of beam side formwork;

[0017] Install the beam side formwork to ensure the side forming of the beam. When installing the beam side formwork, use bolts or steel nails to reinforce the connection between the formworks to prevent the formworks from being dislocated or loosened during the construction process. Repeatedly calibrate the position of the formwork according to the design drawings to ensure that the verticality and flatness of the beam meet the design requirements;

[0018] S7, concrete pouring;

[0019] After the beam and column formwork is installed and reinforced, workers pour concrete on the operating frame, first pouring column concrete and then pouring beam concrete. The column concrete is poured in two stages. The column concrete above the beam is poured after the beam concrete strength reaches 75%.

[0020] S8, concrete curing;

[0021] After the concrete is poured, it is cured for a period of time to ensure the strength and durability of the concrete. The curing time is set to 7 to 28 days depending on the ambient temperature and humidity;

[0022] S9, installation of ALC wall panels at the bottom floor;

[0023] After the concrete beam and column structure is completed and stabilized, the installation of the ALC wall panels on the ground floor begins. At this time, according to the previous measurement lines, ensure the accurate alignment of the wall panels with the beams and columns;

[0024] S10, installation of upper ALC wall panels;

[0025] The upper wall panels were constructed in accordance with safety standards, and the wall panels were fixed to the designated positions using lifting equipment. During the construction process, the connection points between the wall panels and the beams and columns were repeatedly checked to ensure that they were firm and reliable;

[0026] S11, glass fiber mesh cloth is attached to the board seam;

[0027] Workers lay fiberglass mesh cloth at the joints of wall panels to ensure the sealing of the panel joints. When laying, ensure the flatness of the fiberglass mesh cloth to avoid loose joints caused by wrinkles.

[0028] S12, next process;

[0029] After acceptance, the next step will be entered, including the construction of plastering, putty and paint.

[0030] To further optimize the technical solution, in step S1, the preparation work also includes:

[0031] Designers study the building structural drawings to ensure that all ALC wall panels and frame layouts meet design requirements and resolve potential problems in advance;

[0032] Related machinery and equipment such as hoisting equipment, formwork, and scaffolding have been debugged to ensure smooth operation during formal construction;

[0033] Organize workers to conduct technical briefings to ensure that every worker clearly understands each step and safety requirement of the construction to avoid errors and safety hazards during the construction process.

[0034] To further optimize the technical solution, in step S3:

[0035] When constructing the load-bearing frame, a disc-type load-bearing frame is set up at the bottom tower of the ring beam, with a vertical distance of 900mm, a horizontal distance of 900mm, and a step distance of 1500mm;

[0036] When building an operating frame, a disc-type operating frame is set up on the wall side with a vertical distance of 1500mm, a horizontal distance of 900mm, and a step distance of 2000mm.

[0037] To further optimize the technical solution, in step S4, the steel bars are precisely arranged according to the positioning in the structural design drawing to avoid the subsequent ALC wall panels being unable to be installed due to deviation;

[0038] After the steel bars are implanted, workers will use steel tying technology to fix them and ensure the firmness of the steel bars. After that, the formwork is installed to form the outer structure of the beams and columns.

[0039] To further optimize the technical solution, in step S5, square wood secondary ribs and beam bottom formwork are laid on the main ribs of the disc-type steel pipe scaffolding, and then the beam reinforcement is tied.

[0040] To further optimize the technical solution, in step S6, after the beam reinforcement is tied, the square timber ribs of the side formwork are installed, the bottom of the beam is reinforced by step-by-step tightening, and the beam surface is fixed by template tie rods combined with special beam clamps.

[0041] Further optimizing the technical solution, in step S7, the pouring process is uniform and continuous to avoid the occurrence of loose concrete or honeycomb voids;

[0042] Workers pour concrete in batches and areas according to design requirements. During the concrete vibration process, they use professional vibration equipment to ensure the density of the concrete and prevent the formation of bubbles.

[0043] To further optimize the technical solution, in step S8, during the curing period, the construction team regularly waters the concrete to keep it moist to prevent cracking on its surface;

[0044] At the same time, a cordon is set up in the maintenance area to prevent other workers from accidentally entering during construction and causing damage to the concrete structure or affecting its strength.

[0045] To further optimize the technical solution, in step S9, during the installation process, workers use dedicated mechanical equipment to carry out vertical transportation and fixation of the wall panels, and use a laser level to adjust the verticality and flatness of the wall panels in real time during the installation process;

[0046] At the same time, the joints between the wall panels are treated to ensure good waterproofing and thermal insulation properties.

[0047] To further optimize the technical solution, in step S11, after the glass fiber mesh cloth is laid, an ALC special adhesive is applied to its surface to enhance the saturation of the board seams and improve the bonding effect between the glass fiber mesh cloth and the wall panels, thereby ensuring that cracks and hollowing of the wall are reduced in subsequent use.

[0048] Compared with the prior art, the present invention provides a method for constructing an ultra-high ALC wall panel using a frame method, which has the following beneficial effects:

[0049] 1. The super-high ALC wall panel adopts the frame method to install the super-high wall panel in sections, making the construction process more flexible. The segmented construction can effectively avoid the installation difficulties caused by the overall length of the panel. At the same time, the frame method can ensure the accuracy and verticality of the ALC wall panel. The frame structure not only provides support, but also plays an effective role in limiting and correcting during construction, ensuring the installation stability and accuracy of each section of the wall panel.

[0050] 2. The super-high ALC wall panels adopt the frame construction method, which reduces the reliance on large machinery during the installation of the wall panels and shortens the construction period. By fixing the wall panels and frame structure at one time, the time for rework and adjustment is greatly reduced, which speeds up the project progress and effectively reduces construction risks, especially in high-altitude operations, reducing safety hazards. Finally, the frame construction process also has high economic benefits. By improving construction efficiency and reducing construction period, it reduces project costs and ensures construction quality, making this technology widely popularized in practical applications. BRIEF DESCRIPTION OF THE DRAWINGS

[0051] Figure 1 A schematic diagram of a process for constructing a super-high ALC wall panel using a frame method proposed by the present invention;

[0052] Figure 2 The present invention provides a structural diagram of an ALC wall panel in a super-high ALC wall panel using a frame construction method. DETAILED DESCRIPTION

[0053] The following will be combined with the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0054] Example:

[0055] See also Figure 1 A super-high ALC wall panel construction method using a frame method comprises the following steps:

[0056] S1. Construction preparation

[0057] Before construction begins, preparatory work is carried out, including drawing review, site investigation, material preparation and refinement of the construction plan.

[0058] In this embodiment, in step S1, the preparation work further includes:

[0059] Designers study the building structural drawings to ensure that all ALC wall panels and frame layouts meet design requirements and resolve potential problems in advance;

[0060] Related machinery and equipment such as hoisting equipment, formwork, and scaffolding have been debugged to ensure smooth operation during formal construction;

[0061] Organize workers to conduct technical briefings to ensure that every worker clearly understands each step and safety requirement of the construction to avoid errors and safety hazards during the construction process.

[0062] S2. Measurement and layout

[0063] Use precision instruments such as laser levels for measurement to ensure that the layout position is highly consistent with the design drawings, and accurately pop out the ALC wall position line on the ground with ink lines.

[0064] In this embodiment, at this stage, special attention should be paid to the control of verticality and horizontality to ensure the stability and aesthetics of the frame and wall panels when they are finally installed. For high-rise buildings, especially ALC wall panels over 6 meters, the error tolerance is extremely low, so it is necessary to repeatedly check the layout data and make adjustments when necessary.

[0065] S3. Erection of load-bearing frame and operating frame

[0066] The load-bearing frame is built according to the design drawings to ensure that it can bear the weight of the reinforced concrete ring beam. During the erection of the operating frame, workers wear protective equipment to prevent accidents during high-altitude operations.

[0067] In this embodiment, in step S3:

[0068] When constructing the load-bearing frame, a disc-type load-bearing frame is set up at the bottom tower of the ring beam, with a vertical distance of 900mm, a horizontal distance of 900mm, and a step distance of 1500mm;

[0069] When building an operating frame, a disc-type operating frame is set up on the wall side with a vertical distance of 1500mm, a horizontal distance of 900mm, and a step distance of 2000mm.

[0070] S4, planting reinforcement and column reinforcement binding, formwork installation

[0071] Plant reinforcement bars at the column position and tie the reinforcement according to the design requirements. After the reinforcement acceptance is completed, finally install the column formwork and reinforce it with M14 tension bolts.

[0072] In the present embodiment, in step S4, the steel bars are precisely arranged according to the positioning in the structural design drawing to avoid the subsequent ALC wall panels being unable to be installed due to deviations;

[0073] After the steel bars are implanted, workers will use steel tying technology to fix them and ensure the firmness of the steel bars. After that, the formwork is installed to form the outer structure of the beams and columns.

[0074] S5. Installation of beam bottom formwork and reinforcement binding

[0075] Install the beam bottom formwork to prevent the formwork from shifting or deforming during concrete pouring. Ensure that the spacing and position of the steel bars are accurate to avoid problems such as misalignment and exposed steel bars. After completing the steel bar tying, check the steel bars and formwork multiple times.

[0076] In this embodiment, in step S5, square timber secondary ribs and beam bottom formwork are laid on the main ribs of the disc-type steel pipe scaffolding, and then the beam reinforcement is tied.

[0077] S6, beam side formwork installation

[0078] Installation of beam side formwork is used to ensure the side forming of the beam. When installing the beam side formwork, the connection parts between the formworks are reinforced with bolts or steel nails to prevent the formworks from being misplaced or loosened during construction. The position of the formwork is repeatedly calibrated according to the design drawings to ensure that the verticality and flatness of the beam meet the design requirements.

[0079] In the present embodiment, in step S6, after the beam reinforcement is tied, the square timber ribs of the side formwork are installed, the bottom of the beam is reinforced by step-by-step tightening, and the beam surface is fixed by template tie rods combined with special beam clamps.

[0080] S7. Concrete pouring

[0081] After the installation and reinforcement of the beam and column formwork is completed, workers carry out concrete pouring operations on the operating frame, first pouring the column concrete and then pouring the beam concrete. The column concrete is poured in two sections. The column concrete above the beam is poured only after the beam concrete strength reaches 75%.

[0082] In this embodiment, in step S7, the pouring process is uniform and continuous to avoid the occurrence of loose concrete or honeycomb voids;

[0083] Workers pour concrete in batches and areas according to design requirements. During the concrete vibration process, they use professional vibration equipment to ensure the density of the concrete and prevent the formation of bubbles.

[0084] S8. Concrete curing

[0085] After the concrete is poured, a period of curing is carried out to ensure the strength and durability of the concrete. The curing time is set to 7 to 28 days depending on the ambient temperature and humidity.

[0086] In this embodiment, in step S8, during the curing period, the construction team regularly waters the concrete to keep it moist to prevent cracking on its surface;

[0087] At the same time, a cordon is set up in the maintenance area to prevent other workers from accidentally entering during construction and causing damage to the concrete structure or affecting its strength.

[0088] S9, installation of ALC wall panels at the bottom

[0089] After the concrete beam and column structure is completed and stabilized, the installation of the ALC wall panels on the ground floor begins. At this time, according to the previous measurement lines, ensure the accurate alignment of the wall panels with the beams and columns.

[0090] In this embodiment, in step S9, during the installation process, workers use dedicated mechanical equipment to carry and fix the wall panels vertically, and use a laser level to adjust the verticality and flatness of the wall panels in real time during the installation process;

[0091] At the same time, the joints between the wall panels are treated to ensure good waterproofing and thermal insulation properties.

[0092] like Figure 2 As shown in the figure, the 300mm reinforced concrete ring beam is a horizontal beam located at the top of the wall, which mainly plays the role of restraining the wall, resisting earthquakes and strengthening the overall rigidity. The ring beam is cast in the middle and upper part of the wall, and is connected to the wall as a whole through steel bars to ensure the stability of the structure. During construction, the steel bars are tied and the formwork is supported according to the design drawings, and the concrete is poured densely.

[0093] 200x200 structural column is a small-section reinforced concrete column that enhances the stability and earthquake resistance of the wall. It is placed at the corners of the wall and at a certain distance. It is connected with the ring beam and the foundation to form a closed frame system. When constructing the structural column, it is necessary to ensure that the setting of the steel bars in the column meets the requirements and pay attention to the connection with the wall.

[0094] The 180mm high lintel is located at the top of the door and window openings, bearing the weight of the wall above to ensure the stability of the door and window openings. During construction, special attention should be paid to the connection with the wall and the setting of the steel bars to ensure that the lintel can effectively disperse and transfer the load.

[0095] The core tube shear wall is a load-bearing and lateral force resisting member used in the core tube structure of high-rise buildings. During construction, it is necessary to arrange steel bars, set formwork, and pour concrete in strict accordance with the requirements of the drawings to ensure the shear resistance and rigidity of the wall.

[0096] A door opening is an opening reserved in a wall to provide an entrance or exit. During construction, it should be ensured that the walls and structures on both sides of the door opening can withstand the stress concentration caused by the opening, and the design of the lintel above the door opening should be considered to support the upper structure.

[0097] During construction, first arrange and position according to the drawings, and reserve the positions of door openings and lintels; then, construct structural columns and ring beams, and then install ALC wall panels, and then install ring beams and ALC wall panels. During the construction process, attention should be paid to the installation of formwork, the setting of steel bars, and the vibration of concrete to ensure the strength and stability of the structure.

[0098] S10, upper ALC wall panel installation

[0099] The upper wall panels are installed in accordance with safety standards, and lifting equipment is used to fix the wall panels to the designated position. During the construction process, the connection points between the wall panels and the beams and columns are repeatedly checked to ensure that they are firm and reliable.

[0100] In this embodiment, sealing treatment is performed on the joints when necessary to prevent water leakage.

[0101] S11, glass fiber mesh cloth on board seams

[0102] Workers lay fiberglass mesh cloth at the joints of wall panels to ensure the sealing of the panel joints. When laying the fiberglass mesh cloth, they ensure its flatness to avoid loose joints caused by wrinkles.

[0103] In this embodiment, in step S11, after the fiberglass mesh cloth is laid, an ALC special adhesive is applied to its surface to enhance the saturation of the board seams and improve the bonding effect between the fiberglass mesh cloth and the wall panels, thereby ensuring that cracks and hollowing of the wall are reduced in subsequent use.

[0104] S12, next process;

[0105] After acceptance, the next step will be entered, including the construction of plastering, putty and paint.

[0106] In this embodiment, after the wallboard construction is completed, a final inspection and acceptance is required. The construction team needs to check the verticality, horizontality, flatness and sealing of each wallboard one by one according to the construction standards. If any problems are found, they will be repaired in time.

[0107] The beneficial effects of the present invention are:

[0108] The super-high ALC wall panel adopts the frame method to install the super-high wall panel in sections, making the construction process more flexible. The section construction can effectively avoid the installation difficulties caused by the overall length of the panel. At the same time, the frame method can ensure the accuracy and verticality of the ALC wall panel. The frame structure not only provides support, but also plays an effective role in limiting and correcting during construction, ensuring the installation stability and accuracy of each section of the wall panel.

[0109] The super-high ALC wall panel adopts the frame construction method, which reduces the dependence on large machinery during the installation of the wall panel and shortens the construction period. By fixing the wall panel and the frame structure at one time, the time for rework and adjustment is greatly reduced, which speeds up the project progress and effectively reduces the construction risk, especially in high-altitude operations, reducing safety hazards. Finally, the frame construction process also has high economic benefits. By improving construction efficiency and reducing construction period, it reduces project costs and ensures construction quality, making this technology widely popularized in practical applications.

[0110] In the description of this specification, the description with reference to the terms "one embodiment", "some embodiments", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments or examples described in this specification and the features of the different embodiments or examples, without contradiction.

[0111] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A super-high ALC wall panel adopts a frame method construction method, characterized in that: The following steps are involved: S1. Construction preparation; Before construction begins, preparatory work is carried out, including drawing review, site survey, material preparation and refinement of construction plans; S2, measurement and setting out; Use precision instruments such as laser level to measure, ensure that the line position is highly consistent with the design drawing, and accurately pop out the ALC wall position line on the ground with ink line; S3. Erection of load-bearing frame and operating frame; Build the load-bearing frame according to the design drawings to ensure that it can bear the weight of the reinforced concrete ring beam. During the construction of the operating frame, workers wear protective equipment to prevent accidents during high-altitude operations; S4, planting reinforcement and column reinforcement binding, formwork installation; Plant reinforcement at the column position and tie the reinforcement according to the design requirements. After the reinforcement acceptance is completed, finally install the column formwork and reinforce it with M14 tension bolts; S5. Installation of beam bottom formwork and reinforcement binding; Install the bottom formwork of the beam to prevent the formwork from shifting or deforming during concrete pouring. Ensure that the spacing and position of the steel bars are accurate to avoid problems such as steel bar dislocation and steel bar exposure. After completing the steel bar tying, check the steel bars and formwork several times. S6, installation of beam side formwork; Install the beam side formwork to ensure the side forming of the beam. When installing the beam side formwork, use bolts or steel nails to reinforce the connection between the formworks to prevent the formworks from being dislocated or loosened during the construction process. Repeatedly calibrate the position of the formwork according to the design drawings to ensure that the verticality and flatness of the beam meet the design requirements; S7, concrete pouring; After the beam and column formwork is installed and reinforced, workers pour concrete on the operating frame, first pouring column concrete and then pouring beam concrete. The column concrete is poured in two stages. The column concrete above the beam is poured after the beam concrete strength reaches 75%. S8, concrete curing; After the concrete is poured, it is cured for a period of time to ensure the strength and durability of the concrete. The curing time is set to 7 to 28 days depending on the ambient temperature and humidity; S9, installation of ALC wall panels at the bottom floor; After the concrete beam and column structure is completed and stabilized, the installation of the ALC wall panels on the ground floor begins. At this time, according to the previous measurement lines, ensure the accurate alignment of the wall panels with the beams and columns; S10, installation of upper ALC wall panels; The upper wall panels were constructed in accordance with safety standards, and the wall panels were fixed to the designated positions using lifting equipment. During the construction process, the connection points between the wall panels and the beams and columns were repeatedly checked to ensure that they were firm and reliable; S11, glass fiber mesh cloth is attached to the board seam; Workers lay fiberglass mesh cloth at the joints of wall panels to ensure the sealing of the panel joints. When laying, ensure the flatness of the fiberglass mesh cloth to avoid loose joints caused by wrinkles. S12, next process; After acceptance, the next step will be entered, including the construction of plastering, putty and paint.

2. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In step S1, the preparation work also includes: Designers study the building structural drawings to ensure that all ALC wall panels and frame layouts meet design requirements and resolve potential problems in advance; Related machinery and equipment such as hoisting equipment, formwork, and scaffolding have been debugged to ensure smooth operation during formal construction; Organize workers to conduct technical briefings to ensure that every worker clearly understands each step and safety requirement of the construction to avoid errors and safety hazards during the construction process.

3. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In step S3: When constructing the load-bearing frame, a disc-type load-bearing frame is set up at the bottom tower of the ring beam, with a vertical distance of 900mm, a horizontal distance of 900mm, and a step distance of 1500mm; When building an operating frame, a disc-type operating frame is set up on the wall side with a vertical distance of 1500mm, a horizontal distance of 900mm, and a step distance of 2000mm.

4. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In step S4, the steel bars are precisely arranged according to the positioning in the structural design drawing to avoid the subsequent ALC wall panels being unable to be installed due to deviations; After the steel bars are implanted, workers will use steel tying technology to fix them and ensure the firmness of the steel bars. After that, the formwork is installed to form the outer structure of the beams and columns.

5. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In the step S5, square timber secondary ribs and beam bottom formwork are laid on the main ribs of the disc-type steel pipe scaffolding, and then the beam reinforcement is tied.

6. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In step S6, after the beam reinforcement is tied, the square timber ribs of the side formwork are installed, the bottom of the beam is reinforced by step-by-step tightening, and the beam surface is fixed by template tie rods combined with special beam clamps.

7. The frame construction method of the super-high ALC wall panel according to claim 1 is characterized in that: In step S7, the pouring process is uniform and continuous to avoid the occurrence of loose concrete or honeycomb voids; Workers pour concrete in batches and areas according to design requirements. During the concrete vibration process, they use professional vibration equipment to ensure the density of the concrete and prevent the formation of bubbles.

8. The frame construction method of the super-high ALC wall panel according to claim 1 is characterized in that: In step S8, during the curing period, the construction team regularly waters the concrete to keep it moist to prevent cracking on its surface; At the same time, a cordon is set up in the maintenance area to prevent other workers from accidentally entering during construction and causing damage to the concrete structure or affecting its strength.

9. The frame construction method of the super-high ALC wall panel according to claim 1 is characterized in that: In step S9, during the installation process, workers use special mechanical equipment to carry out vertical transportation and fixation of the wall panels, and use a laser level to adjust the verticality and flatness of the wall panels in real time during the installation process; At the same time, the joints between the wall panels are treated to ensure good waterproofing and thermal insulation properties.

10. The super-high ALC wall panel frame construction method according to claim 1 is characterized in that: In step S11, after the fiberglass mesh cloth is laid, an ALC special adhesive is applied to its surface to enhance the saturation of the board seams and improve the bonding effect between the fiberglass mesh cloth and the wallboard, thereby ensuring that cracks and hollowing of the wall are reduced in subsequent use.

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