High-rise building construction method based on building machine

Abstract

The invention relates to the technical field of high-rise building construction, in particular to a high-rise building construction method based on a building machine, which comprises the following steps: S1, constructing to the Nth floor, and installing the building machine on the Nth floor; s2, a formwork of a first vertical structure is erected on the Nth layer, and the first vertical structure is poured; s3, reinforcing steel bar binding is conducted on the (N + 1) th layer; s4, a standard layer is jacked by the building machine, and a vertical structure formwork is driven to ascend; s5, a horizontal structure formwork and a second vertical structure formwork are erected on the Nth layer; s6, reinforcing steel bar binding is conducted on the horizontal structure and the second vertical structure on the Nth layer; s7, the formworks of the first vertical structure are subjected to mold closing and separation on the N + 1th layer; and S8, the (N + 1) th layer and the Nth layer are poured. The building machine is arranged and used for driving the first vertical structure formwork to conduct jacking, the construction sequence is compact, construction resources are reasonably distributed, and the construction efficiency is further improved; and the efficiency and safety problems of related technologies are improved.

Description

Technical Field

[0001] The present application relates to the technical field of high-rise building construction, and in particular to a high-rise building construction method based on a building construction machine. Background Art

[0002] At present, high-rise buildings generally use climbing frames and building formwork combination systems for construction, that is, using climbing frames as the support of the outside of the building, and operators carry relevant equipment and facilities to use the climbing frames to install the building formwork and then cast the concrete. On the one hand, as a safety protection facility for the facade, the climbing frame has low rigidity and strength, and it is difficult to bear the needs of the integration of construction equipment and facilities. At the same time, the climbing frame also has safety hazards such as roof collapse and inadequate attachment and installation; on the other hand, the construction site needs to be constructed layer by layer, mostly manually and semi-mechanized, resulting in high labor input and high labor intensity. In particular, the disassembly and assembly of the building formwork requires the installation of multiple parts such as back ribs, steel pipes and fasteners. After installation, it is also necessary to rely on manual hanging inspection, resulting in slow overall construction speed, low safety factor, and large construction errors. Summary of the invention

[0003] In order to improve the efficiency and safety problems caused by the conventional floor-by-floor construction method in the related art, the present invention provides a high-rise building construction method based on a building construction machine.

[0004] A high-rise building construction method based on a building construction machine comprises the following steps:

[0005] S1: Construction is carried out to the Nth floor, where the Nth floor is a low floor, and a building construction machine is installed on the Nth floor to form a construction surface;

[0006] S2: Setting up the formwork of the first vertical structure on the Nth floor and casting the first vertical structure;

[0007] S3: Tie the steel bars of the full vertical structure of the N+1th floor;

[0008] S4: The building construction machine lifts up one standard floor, and the building construction machine drives the first vertical structure template of the Nth floor to rise, forming a construction surface on the N+1th floor;

[0009] S5: transporting the horizontal structure formwork and the second vertical structure formwork of the lower layer to the Nth layer, and setting up the horizontal structure formwork and the second vertical structure formwork on the Nth layer;

[0010] S6: Reinforcement binding of the horizontal structure and the second vertical structure at the Nth floor;

[0011] S7: closing and separating the template of the first vertical structure at the N+1 layer;

[0012] S8: Cast the first vertical structure formwork for the N+1th layer, and simultaneously cast the horizontal structure of the Nth layer and the second vertical structure formwork.

[0013] Furthermore, the first vertical structure includes a key wall structure and a key column structure; the second vertical structure formwork includes a remaining wall structure and a remaining column structure.

[0014] Furthermore, the specific steps of S4 are:

[0015] S4.1: Loosen the first vertical structural formwork of the Nth floor;

[0016] S4.2: erecting the formwork of the first vertical structure on the building construction machine;

[0017] S4.3: During the lifting process of the building construction machine, laser speed and distance measurement are used to obtain parameters and control several hydraulic lifting mechanisms of the building construction machine;

[0018] S4.4: After lifting to the N+1th floor, measure the verticality of the formwork of the first vertical structure and calibrate it to form a construction surface.

[0019] Furthermore, the specific steps of using laser speed measurement and distance measurement are: setting a laser rangefinder, using the laser rangefinder to measure the climbing distance of the preset points of the building construction machine and calculate the climbing speed, and using the climbing distance and climbing speed of each preset point to control the hydraulic jacking mechanism of the building construction machine.

[0020] Furthermore, the specific steps of S7 are:

[0021] S7.1: Before closing the mold, apply a release agent to the contact surface between the first vertical structural form and the concrete;

[0022] S7.2: First vertical structural formwork connection;

[0023] S7.3: During the formwork connection process, monitor and adjust the formwork elevation of the first vertical structure;

[0024] S7.4: During the formwork connection process, monitor and adjust the formwork inclination angle of the first vertical structure;

[0025] S7.5: The forms for the first vertical structure shall be isolated according to the concrete grades.

[0026] Furthermore, the specific steps of S7.4 are: setting an inclination sensor in the circumferential direction of the first vertical structure, and using the inclination sensor to continuously monitor the verticality of the first vertical structure during the mold closing process; if the inclination sensor issues an alarm, the first vertical structure is corrected until the mold closing is completed.

[0027] Furthermore, the specific steps of S7.5 are: using inflatable spacers to separate concrete connection surfaces of different grades, and using multiple inflatable spacers to tie and stack concrete connection surfaces at higher positions; after pouring, the inflatable spacers are vented and removed for recycling.

[0028] Furthermore, the specific steps of S5 include:

[0029] S5.1: The building construction machine is equipped with a template transfer device. When the building construction machine is lifted up one floor, the template transfer device is simultaneously lifted up one floor to the Nth floor;

[0030] S5.2: Fix the template transfer device and use the template transfer device to transport the horizontal structure template and the second vertical structure template from the lower layer to the Nth layer.

[0031] Furthermore, the specific steps of S8 are:

[0032] S8.1: A mobile hydraulic concrete placing boom is installed on the top of the building;

[0033] S8.2: The mobile hydraulic concrete placing boom casts the first vertical structure of the N+1th layer and the horizontal structure of the Nth layer through the material delivery port;

[0034] S8.3: Vibrate the first vertical formwork and the horizontal formwork during the pouring process using a vibrator, and monitor and adjust the verticality of the first vertical formwork and the horizontal formwork during the pouring process;

[0035] S8.4: Spray cure after pouring.

[0036] Furthermore, the specific steps of S8.3 include:

[0037] S8.31: A plurality of vibrators are arranged on the first vertical structure formwork and the horizontal structure formwork, and a plurality of inclination sensors are arranged on the first vertical structure formwork and the horizontal structure formwork;

[0038] S8.32: Cast the first vertical structure and the horizontal structure;

[0039] S8.33: Obtain vibration parameters of the vibrator and compare them with preset vibration values, obtain inclination parameters and compare them with preset inclination values;

[0040] S8.34: If the inclination parameter is less than the preset inclination value, keep running;

[0041] S8.35: If the inclination parameter is greater than the preset inclination value, the vibration parameter is compared with the preset vibration value; if the vibration parameter is greater than the preset vibration value, the vibrator reduces the vibration intensity and makes another judgment; if the vibration parameter is less than the preset vibration value, the machine is shut down and an alarm is sounded.

[0042] Compared with the prior art, the present invention has the following advantages:

[0043] 1. A high-rise building construction method based on a building construction machine of the present invention, by setting a building construction machine at a low level and using the building construction machine to drive the first vertical structure template to be lifted, on the one hand, the building construction machine can be used to drive the construction surface to rise, thereby replacing the climbing frame to facilitate the construction personnel to carry out operations, and effectively improve the safety and construction efficiency; on the second hand, after the building construction machine is installed at the low level, the first vertical structure template is set, which can realize the first vertical structure template to be conveniently constructed using relevant construction equipment and facilities at the low level, and after the construction, the first vertical structure template is driven to be lifted by the building construction machine, without the need for frequent disassembly and installation, which can greatly improve the installation efficiency and safety of the vertical structure template; on the third hand, the present application separates the first vertical structure and the second vertical structure, thereby merging the second vertical structure and the horizontal structure for casting, the construction sequence is compact, the construction resources are reasonably allocated, and the construction efficiency is further improved; thereby improving the efficiency and safety problems caused by the conventional layer-by-layer construction method adopted in the related technology.

[0044] 2. The present invention provides a high-rise building construction method based on a building construction machine, which can effectively reduce manpower consumption and construction efficiency by arranging formwork transmission equipment and a vibrator to replace manual transmission of the formwork and vibration during the pouring process; at the same time, by arranging a laser rangefinder to monitor and control the climbing of the building construction machine and arranging an inclination sensor to monitor the verticality of each formwork, the parameters in the pouring process can be acquired and monitored, the verticality can be measured with high precision, and the machine can be stopped in time when a large deviation occurs, thereby ensuring the smooth progress of the construction and further improving safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0045] In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0046] Figure 1 A schematic diagram of the steps of a high-rise building construction method based on a building construction machine according to an embodiment of the present application;

[0047] Figure 2 This is a structural schematic diagram of a high-rise building construction method based on a building construction machine according to an embodiment of the present application;

[0048] Figure 3 This is a schematic diagram of the structure of the inflatable isolation element in Example S7.5 of the present application. DETAILED DESCRIPTION

[0049] In order to make the above-mentioned purposes, features and advantages of the present application more obvious and easy to understand, the specific implementation methods of the present application are described in detail below in conjunction with the accompanying drawings. In the following description, many specific details are set forth to facilitate a full understanding of the present application. However, the present application can be implemented in many other ways different from those described herein, and those skilled in the art can make similar improvements without violating the connotation of the present application, so the present application is not limited by the specific embodiments disclosed below.

[0050] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of this application, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.

[0051] In this application, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0052] In the present application, unless otherwise clearly specified and limited, a first feature being “above” or “below” a second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being “above”, “above”, and “above” a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being “below”, “below”, and “below” a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.

[0053] Reference Figure 1 as well as Figure 2 , a high-rise building construction method based on a building construction machine, comprising the following steps:

[0054] S1: Construction is carried out to the Nth floor, where the Nth floor is a low floor, and a building construction machine is installed on the Nth floor to form a construction surface;

[0055] Specifically, the construction of a high-rise building starts from the lower floors. When the construction reaches the Nth floor, the building construction machine is installed and the subsequent construction is carried out using the building construction machine. In this embodiment, the Nth floor is the fourth floor. After the construction reaches the fourth floor, the building construction machine is installed and a construction surface is formed on the fourth floor.

[0056] S2: Setting up the formwork of the first vertical structure on the Nth floor and casting the first vertical structure;

[0057] Specifically, a formwork of a first vertical structure is set up on the Nth floor, and the first vertical structure includes a key wall structure and a key column structure. The key wall structure and the key column structure are key load-bearing wall structures and column structures in building construction and are difficult to construct manually.

[0058] After the first vertical structure formwork is set up, the first vertical structure is poured with concrete, and after pouring, the construction of the key wall and key column structure of the Nth floor can be completed. It can be understood that since the Nth floor is at a lower level, the relevant equipment and facilities used for the construction and setting up of the formwork can be easily transported to the Nth floor, and the operators can also ensure safety and construction efficiency when working at the lower level.

[0059] S3: Tie the steel bars of the full vertical structure of the N+1th floor;

[0060] Specifically, under the support of the first vertical structure of the Nth floor, the full vertical structure of the N+1 floor is reinforced with steel bars. The full vertical structure is the binding of the wall structure and the column structure. After binding, a certain support can be formed on the N+1 floor to cooperate with subsequent processes.

[0061] S4: The building construction machine lifts up one standard floor, and the building construction machine drives the first vertical structure template of the Nth floor to rise, forming a construction surface on the N+1th floor;

[0062] Specifically, the specific steps of S4 are:

[0063] S4.1: loosening the first vertical structure formwork of the Nth layer, that is, loosening the first vertical structure formwork of the Nth layer after the first vertical structure of the Nth layer is cast, so that the first vertical structure formwork of the Nth layer can move freely;

[0064] S4.2: The template of the first vertical structure is erected on the building construction machine, and the loosened first vertical structure template is erected and fixed on the building construction machine, so that the first vertical structure template can move with the movement of the building construction machine. It can be understood that the first vertical structure template can also be directly erected and connected to the building construction machine during erection.

[0065] S4.3: During the lifting of the building construction machine, laser speed and distance measurement is used to obtain parameters and control several hydraulic lifting mechanisms of the building construction machine; when the building construction machine is lifting, check the steel bar binding on the upper layer to ensure the safety of the lifting channel, and then divide the total lifting stroke into multiple single strokes for lifting. During the lifting of a single stroke, laser speed and distance measurement are used to control several hydraulic lifting mechanisms of the building construction machine.

[0066] The specific steps of using laser speed measurement and distance measurement are as follows: multiple corresponding laser distance meters and preset points are set in the circumferential direction of the building machine. The preset point can be a jacking starting point. The laser distance meter is used to measure the climbing distance of the preset point of the building machine and calculate the climbing speed. The climbing distance and climbing speed of each preset point are used to control the hydraulic jacking mechanism of the building machine. If the climbing distance and climbing speed of a preset point are greater than the preset value, the speed of the hydraulic jacking mechanism of the building machine at that location is reduced; if the climbing distance and climbing speed of a preset point are less than the preset value, the speed of the hydraulic jacking mechanism of the building machine at that location is increased, thereby ensuring the smooth operation of each hydraulic jacking mechanism of the building machine and avoiding the phenomenon of asynchronous jacking of each hydraulic jacking mechanism.

[0067] S4.4: After lifting to the N+1th floor, measure the verticality of the template of the first vertical structure and calibrate it to form a construction surface. After the building crane drives the template of the first vertical structure to lift to the N+1th floor, measure the verticality of the template of the first vertical structure and calibrate it according to the measured structure, so as to form a construction surface on the N+1th floor.

[0068] S5: transporting the horizontal structure formwork and the second vertical structure formwork of the lower layer to the Nth layer, and setting up the horizontal structure formwork and the second vertical structure formwork on the Nth layer;

[0069] The specific steps of S5 include:

[0070] S5.1: The building construction machine is provided with a template plate transfer device. When the building construction machine is lifted up one floor, the template plate transfer device is simultaneously lifted up one floor to the Nth floor. The template plate transfer device can specifically be an integrated template plate transfer machine;

[0071] S5.2: Fix the template transfer device, and use the template transfer device to transport the horizontal structure template and the second vertical structure template from the lower layer to the Nth layer. After the template transfer device is fixedly installed, the template transfer device can be used to transfer the template. The second vertical structure is a vertical structure other than the first vertical structure. The second vertical structure template includes the remaining wall structure and the remaining column structure.

[0072] S6: Reinforcement binding of the horizontal structure and the second vertical structure at the Nth floor;

[0073] The horizontal structure and the second vertical structure transmitted to the Nth floor are used to perform reinforcement binding on the horizontal structure and the second vertical structure.

[0074] S7: closing and separating the template of the first vertical structure at the N+1 layer;

[0075] Specifically, the specific steps of S7 are:

[0076] S7.1: Before closing the mold, a release agent is applied to the contact surface between the first vertical structure formwork and the concrete. Applying the release agent facilitates loosening and movement of the first vertical structure formwork after pouring;

[0077] S7.2: First vertical structural formwork connection;

[0078] Connect the formwork of key wall structures and key column structures to facilitate subsequent pouring;

[0079] S7.3: During the formwork connection process, monitor and adjust the formwork elevation of the first vertical structure;

[0080] During the template connection process, the elevation of the first vertical structure template is detected. When the elevation of the first vertical structure template deviates greatly from a preset value, the elevation of the first vertical structure template is adjusted.

[0081] S7.4: During the formwork connection process, monitor and adjust the formwork inclination angle of the first vertical structure;

[0082] The specific steps of S7.4 are: setting an inclination sensor in the circumferential direction of the first vertical structure, and using the inclination sensor to continuously monitor the verticality of the first vertical structure during the mold closing process. If the inclination sensor issues an alarm, the first vertical structure is corrected until the mold closing is completed.

[0083] S7.5: The forms for the first vertical structure shall be isolated according to the concrete grades.

[0084] Reference Figure 3 The specific steps of S7.5 are: use inflatable spacers to separate concrete connection surfaces of different grades, and use multiple inflatable spacers to tie and stack concrete connection surfaces at higher positions; after pouring, exhaust the inflatable spacers, and remove them for recycling after exhausting.

[0085] In this embodiment, the inflatable spacer is a unidirectional inflatable airbag, with a wall thickness of 0.6-0.9 mm, a diameter of 60-150 mm, and a length of 0.8 m, 1.0 m, 1.2 m, 2 m, etc. The airbag can be used to separate concrete of two grades, thereby avoiding the mixing of concrete of different grades. After pouring, the air is exhausted at intervals of 0.5-1 h, thereby realizing the recycling and reuse of the airbag.

[0086] S8: Cast the first vertical structure formwork for the N+1th layer, and simultaneously cast the horizontal structure of the Nth layer and the second vertical structure formwork.

[0087] The specific steps of S8 are:

[0088] S8.1: A mobile hydraulic concrete placing boom is installed on the top of the building;

[0089] S8.2: The mobile hydraulic concrete placing boom casts the first vertical structure of the N+1th floor and the horizontal structure of the Nth floor through the feed port; the mobile hydraulic concrete placing boom has a movable feed pipe, and the first vertical structure of the N+1th floor and the horizontal structure of the Nth floor are cast simultaneously through the mobile hydraulic concrete placing boom and the feed pipe through the feed port, that is, the casting processes of the first vertical structure of the N+1th floor and the horizontal structure of the Nth floor are combined, thereby improving the overall construction efficiency and construction speed.

[0090] S8.3: Vibrate the first vertical formwork and the horizontal formwork during the pouring process using a vibrator, and monitor and adjust the verticality of the first vertical formwork and the horizontal formwork during the pouring process;

[0091] The specific steps of S8.3 include:

[0092] S8.31: A plurality of vibrators are arranged on the first vertical structure formwork and the horizontal structure formwork, and a plurality of inclination sensors are arranged on the first vertical structure formwork and the horizontal structure formwork;

[0093] S8.32: Cast the first vertical structure and the horizontal structure; during casting, the vibrator and the inclination sensor are operated to vibrate the concrete and monitor the verticality of each formwork;

[0094] S8.33: Obtain vibration parameters of the vibrator and compare them with preset vibration values, obtain inclination parameters and compare them with preset inclination values;

[0095] S8.34: If the inclination parameter is less than the preset inclination value, it means that the actual inclination of each point of the template is less than the maximum allowable inclination value under the vibration operation state, and the operation is maintained at this time;

[0096] S8.35: If the inclination parameter is greater than the preset inclination value, it proves that the inclination angle of the template at this point is greater than the maximum allowable inclination value. In order to eliminate the influence of vibration at this time, the vibration parameter of this point is obtained again, and the vibration parameter is compared with the preset vibration value; if the vibration parameter is greater than the preset vibration value, the reason for the excessive inclination angle may be that the vibration is large, so the vibrator reduces the vibration intensity and makes another judgment; if the vibration parameter is less than the preset vibration value, it proves that the inclination angle of the template is large, the machine is shut down and an alarm is issued, and the operator adjusts the inclination angle of the template and vibrates again.

[0097] By setting and controlling the vibrator and the inclination sensor in this way, while the vibrator is used to vibrate the concrete, the algorithm is used to avoid the influence of the vibrator on the inclination, so that the actual value of the template inclination can be obtained to ensure the vertical accuracy of the template and the normal operation of the pouring.

[0098] S8.4: Spray cure after pouring.

[0099] Specifically, the building machine is equipped with concrete spraying and curing equipment, which is equipped with several spray heads. A high-lift booster water pump is installed on the lower floors of the building to transport the curing water from the lower floors to the top platform of the building machine through the centralized water supply system, and then transport it to each water distribution pipeline through the main water pipeline for spraying and curing the outer wall. Spraying and curing are carried out 24 hours after pouring, no less than 2 times a day. When the temperature is high, the curing needs to be strengthened, 4 to 6 times a day, and the curing time is at least 7 days.

[0100] The technical features of the above-described embodiments may be arbitrarily combined. To make the description concise, not all possible combinations of the technical features in the above-described embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

[0101] The above-described embodiments only express several implementation methods of the present application, and the descriptions thereof are relatively specific and detailed, but they cannot be construed as limiting the scope of the patent application. It should be pointed out that, for a person of ordinary skill in the art, several variations and improvements can be made without departing from the concept of the present application, and these all belong to the protection scope of the present application. Therefore, the protection scope of the patent application shall be subject to the attached claims.

Claims

1. A high-rise building construction method based on a building construction machine, characterized in that: The following steps are involved: S1: Construction is carried out to the Nth floor, where the Nth floor is a low floor, and a building construction machine is installed on the Nth floor to form a construction surface; S2: Setting up the formwork of the first vertical structure on the Nth floor and casting the first vertical structure; S3: Tie the steel bars of the full vertical structure of the N+1th floor; S4: The building construction machine lifts up one standard floor, and the building construction machine drives the first vertical structure template of the Nth floor to rise, forming a construction surface on the N+1th floor; S5: transporting the horizontal structure formwork and the second vertical structure formwork of the lower layer to the Nth layer, and setting up the horizontal structure formwork and the second vertical structure formwork on the Nth layer; S6: Reinforcement binding of the horizontal structure and the second vertical structure at the Nth floor; S7: closing and separating the template of the first vertical structure at the N+1 layer; S8: Cast the first vertical structure formwork for the N+1th layer, and simultaneously cast the horizontal structure of the Nth layer and the second vertical structure formwork.

2. A high-rise building construction method based on a building construction machine according to claim 1, characterized in that: The first vertical structure includes a key wall structure and a key column structure; the second vertical structure formwork includes a remaining wall structure and a remaining column structure.

3. A high-rise building construction method based on a building construction machine according to claim 1, characterized in that: The specific steps of S4 are: S4.1: Loosen the first vertical structural formwork of the Nth floor; S4.2: erecting the formwork of the first vertical structure on the building construction machine; S4.3: During the lifting process of the building construction machine, laser speed and distance measurement are used to obtain parameters and control several hydraulic lifting mechanisms of the building construction machine; S4.4: After lifting to the N+1th floor, measure the verticality of the formwork of the first vertical structure and calibrate it to form a construction surface.

4. A high-rise building construction method based on a building construction machine according to claim 3, characterized in that: The specific steps of using laser speed measurement and distance measurement are: setting up a laser rangefinder, using the laser rangefinder to measure the climbing distance of the preset points of the building construction machine and calculate the climbing speed, and using the climbing distance and climbing speed of each preset point to control the hydraulic jacking mechanism of the building construction machine.

5. A high-rise building construction method based on a building construction machine according to claim 1, characterized in that: The specific steps of S7 are: S7.1: Before closing the mold, apply a release agent to the contact surface between the first vertical structural form and the concrete; S7.2: First vertical structural formwork connection; S7.3: During the formwork connection process, monitor and adjust the formwork elevation of the first vertical structure; S7.4: During the formwork connection process, monitor and adjust the formwork inclination angle of the first vertical structure; S7.5: The forms for the first vertical structure shall be isolated according to the concrete grades.

6. A high-rise building construction method based on a building construction machine according to claim 5, characterized in that: The specific steps of S7.4 are: setting an inclination sensor in the circumferential direction of the first vertical structure, and using the inclination sensor to continuously monitor the verticality of the first vertical structure during the mold closing process. If the inclination sensor issues an alarm, the first vertical structure is corrected until the mold closing is completed.

7. A high-rise building construction method based on a building construction machine according to claim 5, characterized in that: The specific steps of S7.5 are: using inflatable spacers to separate concrete connection surfaces of different grades, and using multiple inflatable spacers to tie and stack concrete connection surfaces at higher positions; after pouring, the inflatable spacers are vented and removed for recycling.

8. A high-rise building construction method based on a building construction machine according to claim 1, characterized in that: The specific steps of S5 include: S5.1: The building construction machine is equipped with a template transfer device. When the building construction machine is lifted up one floor, the template transfer device is simultaneously lifted up one floor to the Nth floor; S5.2: Fix the template transfer device and use the template transfer device to transport the horizontal structure template and the second vertical structure template from the lower layer to the Nth layer.

9. A high-rise building construction method based on a building construction machine according to any one of claims 1 to 8, characterized in that: The specific steps of S8 are: S8.1: A mobile hydraulic concrete placing boom is installed on the top of the building; S8.2: The mobile hydraulic concrete placing boom casts the first vertical structure of the N+1th layer and the horizontal structure of the Nth layer through the material delivery port; S8.3: Vibrate the first vertical formwork and the horizontal formwork during the pouring process using a vibrator, and monitor and adjust the verticality of the first vertical formwork and the horizontal formwork during the pouring process; S8.4: Spray cure after pouring.

10. A high-rise building construction method based on a building construction machine according to claim 9, characterized in that: The specific steps of S8.3 include: S8.31: A plurality of vibrators are arranged on the first vertical structure formwork and the horizontal structure formwork, and a plurality of inclination sensors are arranged on the first vertical structure formwork and the horizontal structure formwork; S8.32: Cast the first vertical structure and the horizontal structure; S8.33: Obtain vibration parameters of the vibrator and compare them with preset vibration values, obtain inclination parameters and compare them with preset inclination values; S8.34: If the inclination parameter is less than the preset inclination value, keep running; S8.35: If the inclination parameter is greater than the preset inclination value, the vibration parameter is compared with the preset vibration value; if the vibration parameter is greater than the preset vibration value, the vibrator reduces the vibration intensity and makes another judgment; if the vibration parameter is less than the preset vibration value, the machine is shut down and an alarm is sounded.

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