Integrated intelligent construction method using tower construction machine

Abstract

The present invention provides an integrated intelligent construction method using a tower construction machine. The method integrates functions such as positioning of prefabricated reinforcement components, automatic pouring, concrete consolidation, intelligent curing, and integrated control, thereby improving construction efficiency and enabling pipeline-style operations in tower column construction. A precise inner-cavity component control structure and an adaptive tapering mechanism ensure construction precision. A fully enclosed protective curtain in combination with a temperature- and humidity-adjustable atomization curing device effectively improves concrete quality, thereby improving the overall construction quality of a main bridge tower. Intelligent monitoring equipment is employed to monitor the status of various components, reducing the number of high-altitude workers and lowering safety risks. Structures such as an adaptive protective component and a climbing formwork mechanism enhance construction safety and stability. The invention addresses problems existing in conventional bridge tower construction, including low construction efficiency, curing difficulty, and large labor demand.

Description

An integrated intelligent tower construction method Technical Field

[0001] This invention relates to the field of tower construction machine construction, and in particular to an integrated intelligent tower construction machine construction method. Background Technology

[0002] In bridge construction, the high-altitude pouring of bridge towers is a crucial step. Traditional bridge tower construction methods have many problems. External formwork components have poor wind resistance and insufficient stability during demolding and lifting, easily leading to safety hazards. During curing, the concrete curing effect is poor, the curing space lacks airtightness, and temperature and humidity cannot be effectively controlled, affecting concrete quality. The installation and lifting process of internal components is complex, making it difficult to precisely control their position and angle, resulting in low construction efficiency. Furthermore, existing protective components offer limited protection during high-altitude construction, failing to adequately ensure the safety of construction personnel. The installation of embedded kits and the connection and coordination between components also suffer from low precision and inconvenient operation, limiting the overall quality and efficiency of bridge tower construction.

[0003] Traditional bridge tower construction techniques, such as top-formwork, lifting-formwork, slipform, and climbing-formwork, have certain limitations. For example, while hydraulic climbing formwork offers advantages like ease of operation, it suffers from poor shielding conditions and inadequate concrete pouring and curing. In terms of reinforcement construction, the methods of on-site processing and manual binding are labor-intensive, resulting in high labor demands, low construction efficiency, poor construction quality, and low levels of automation. Traditional construction methods pose significant safety risks and make quality control difficult when dealing with super-high, large-span bridge towers in harsh construction environments. Furthermore, existing tower construction equipment lacks functional integration and automation, failing to meet the demands of modern bridge construction for efficiency, precision, and safety. Summary of the Invention

[0004] The main objective of this invention is to provide an integrated intelligent tower construction machine method, which solves the problems of low construction efficiency, high maintenance difficulty, and high labor demand in traditional bridge tower construction.

[0005] To solve the above-mentioned technical problems, the technical solution adopted by the present invention is: an integrated intelligent tower-building machine construction method, the method comprising:

[0006] S1. Install multiple pre-embedded components on the outer circumference and inner surface of the initial section of the bridge tower in the standard segment;

[0007] S2. Install multiple outer mold components on the pre-embedded kit on the outer circumference of the bridge tower, and install an adaptive tapering mechanism between the outer mold components;

[0008] S3. Install the inner cavity assembly on the pre-embedded kit on the inner circular surface of the inner cavity, and install the suspension basket at the bottom of the outer mold assembly;

[0009] S4. Install a concrete placing boom on top of the inner cavity assembly and use the concrete placing boom to pour concrete between the outer mold assembly and the inner cavity assembly.

[0010] S5. After the cast section is formed, the outer mold assembly is demolded and then climbed upward. The outer mold assembly is then used to cure the cast section. The inner cavity assembly is lifted upward synchronously by a crane.

[0011] S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of each bridge tower segment.

[0012] In the preferred embodiment, in step S1, the pre-embedded kit includes a bolt, an anchor cone is provided on one side of the bolt, a threaded rod is provided on one side of the anchor cone, and an anchor seat is provided at the front end of the threaded rod;

[0013] In step S1.1, the pre-embedded kit needs to be placed into the outer formwork during the initial section pouring. The bolts pass through the outer formwork and are connected to the anchor cone. After the concrete has solidified, the anchor plate is installed on the outside of the anchor cone.

[0014] In the preferred embodiment, in step S2, anchor shoes are installed on the outside of the anchor plate on the outer circumference of the bridge tower.

[0015] The outer mold assembly includes multiple outer mold frames. The inner side of the outer mold frame is equipped with a movable outer template, the outer side of the outer mold frame is equipped with an assembled protective railing, an adaptive protective component is provided on the closed side of the outer mold frame, a curing component is provided below the outer mold frame, and a climbing mold mechanism is provided below the curing component.

[0016] The outer mold frame is provided with a middle platform plate and a corner platform plate. The adaptive receiving mechanism is arranged below the middle platform plate. The adaptive receiving mechanism includes a telescopic sleeve, a first telescopic rod is provided in the telescopic sleeve, a telescopic plate is provided above the first telescopic rod, and a storage groove is also provided on the side of the middle platform plate near the adaptive receiving mechanism. The telescopic plate can be retracted into the storage groove.

[0017] A connecting groove is provided on one side where the two telescopic plates meet. The connecting groove is used to install the connecting piece. Multiple reinforcing ribs are also provided on the back of the telescopic plate.

[0018] In the preferred embodiment, the adaptive protection component includes multiple guide rail brackets, with a lower guide rail between the guide rail brackets, an upper guide rail above the lower guide rail, and a movable protective net and a fixed protective net between the lower guide rail and the upper guide rail;

[0019] The guide rail bracket has multiple guide holes on one side, which are movably connected to the outer mold frame. The guide pins located in the guide holes have a square structure, which can prevent the guide rail bracket from rotating.

[0020] The movable protective net is equipped with a guide wheel seat at the top, and a top guide wheel is located above the guide wheel seat. The top guide wheel abuts against the two side plates of the upper guide rail. Anti-deviation guide posts are provided between the two sides of the guide wheel seat and the inner wall of the upper guide rail. The anti-deviation guide posts and the top guide wheel can improve the high-altitude wind resistance of the movable protective net.

[0021] In the preferred embodiment, the curing component includes an upper curtain, with a curtain hook at the top and a transition bracket at the bottom. A lower curtain is located below the transition bracket, and a curtain hook is also provided on one side of the lower curtain to connect with the outer formwork frame. A closing fold is provided at the bottom of the lower curtain, which abuts against the outer side of the concrete in the curing section. A friction element is provided below the closing fold to prevent the closing fold from slipping.

[0022] A sealing cloth is also provided on one side of the transition support. The sealing cloth is used to seal the gap between the outer template and the outer template frame to improve the sealing of the curing space. A pressure plate is provided on the outer template to press the upper end of the sealing cloth. A counterweight is also provided at the bottom end of the sealing cloth to press the lower end of the sealing cloth.

[0023] In step S5, the outer formwork component cures the poured section through the curing component. During curing, a fully enclosed protective curtain is erected, and hot mist is injected into the interior of the fully enclosed protective curtain through a temperature and humidity adjustable atomizer to cure the concrete.

[0024] In the preferred embodiment, a water collection trough is provided below the folding piece. Water-absorbing cotton is provided on the side of the water collection trough that is close to the molded concrete. The water collection trough and water-absorbing cotton are used to collect condensation dripping from the curtain above during curing. A sliding bracket is provided below the water collection trough. The sliding bracket is used to adjust the fit between the water-absorbing cotton and the concrete. A drain pipe is provided at the bottom of the water collection trough. The drain pipe facilitates the collection of condensation generated during curing.

[0025] In the preferred embodiment, the climbing mechanism includes a climbing guide rail, an upper climbing claw and a lower climbing claw on one side of the climbing guide rail, a climbing cylinder between the upper climbing claw and the lower climbing claw, a climbing frame on one side of the climbing guide rail, a hinged crossbeam platform above the climbing frame, an adjusting rod between the climbing frame and the crossbeam platform, multiple evenly distributed climbing holes on one side of the climbing guide rail, swingable climbing pins in the upper climbing claw and the lower climbing claw, a swing rod on one side of the climbing pin, and a proximity switch on one side of the swing rod.

[0026] In step S5, the outer mold assembly climbs upward through the climbing mechanism. The upper and lower climbing claws are alternately forceped by the climbing cylinder. During the climbing process, the climbing pin rotates and drives the swing arm to rotate. After the climbing pin rotates into place, the proximity switch on one side of the swing arm sends a signal to the control center, indicating that the climbing mechanism at this position has climbed into place.

[0027] In the preferred embodiment, in step S3, the inner cavity assembly includes a multi-layer inner cavity lifting frame, the top of the inner cavity lifting frame is provided with a fabric rack, the fabric rack is used to install a fabric placing machine, each layer of the inner cavity lifting frame is provided with a fixed platform at its edge, and the edge of the fixed platform is provided with a flip-up platform.

[0028] In the preferred embodiment, a suspension frame, an inner support frame, and a limiting frame are sequentially arranged below the fabric frame. Multiple second telescopic rods are arranged around the suspension frame. A first hydraulic cylinder is arranged above the second telescopic rods. The first hydraulic cylinder is used to control the extension and retraction length of the second telescopic rods. An inner cavity arc mold is arranged below the second telescopic rods. The inner cavity arc mold is connected to the second telescopic rods through multiple suspension rods. The suspension rods are hinged to the second telescopic rods.

[0029] Multiple internal support rods are provided between the inner cavity arc mold and the inner cavity lifting frame. The internal support rods are used to adjust the stroke and angle of the inner cavity arc mold.

[0030] In the preferred embodiment, multiple fourth telescopic rods are provided on both sides of the limiting frame, and a third hydraulic cylinder is provided on one side of each fourth telescopic rod.

[0031] The inner support frame is equipped with multiple third telescopic rods around its perimeter, and a second hydraulic rod is provided on one side of each third telescopic rod.

[0032] In step S5, when the inner cavity assembly is lifted upward synchronously by the crane, the inner circular anchor is first installed at the marked position. The inner cavity assembly is then connected by the crane. The first hydraulic cylinder and the inner support rod are then controlled to detach the inner cavity arc mold from the concrete. The third hydraulic cylinder and the second hydraulic rod are then controlled to detach the third and fourth telescopic rods from the inner wall. The crane then lifts the assembly to the marked position. The fourth telescopic rod extends first to overlap with the inner circular anchor. After the overlap is completed, the third telescopic rod extends to provide basic support to the inner wall. Finally, the first hydraulic cylinder and the inner support rod are controlled to move the inner cavity arc mold to the designed position, completing the construction of the inner mold.

[0033] This invention provides an integrated intelligent tower-building machine construction method, which has the following beneficial effects:

[0034] 1. This method integrates functions such as rebar component positioning, automatic pouring, vibration, intelligent curing, and integrated control, improving construction efficiency and enabling "assembly line" operations for tower column construction. Adaptive protection components and climbing formwork mechanisms enhance the safety and stability of the construction process.

[0035] 2. The precise internal component control structure and adaptive tapering mechanism ensure construction accuracy. The fully enclosed cladding combined with temperature and humidity adjustable atomizing machine for curing effectively improves concrete quality and enhances the overall construction quality of the bridge's main tower. The use of intelligent monitoring equipment to monitor the status of each component reduces the number of personnel working at heights and lowers safety risks. Attached Figure Description

[0036] The present invention will be further described below with reference to the accompanying drawings and embodiments:

[0037] Figure 1 is an axonometric view of the tower-building machine of the present invention;

[0038] Figure 2 is a cross-sectional schematic diagram of the tower-building machine of the present invention;

[0039] Figure 3 is a cross-sectional schematic diagram of the tower-building machine of the present invention from another direction;

[0040] Figure 4 is a cross-sectional view of the pre-embedded kit of the present invention;

[0041] Figure 5 is a cross-sectional view of the anchor shoe of the pre-embedded kit of the present invention;

[0042] Figure 6 is a cross-sectional schematic diagram of the climbing formwork mechanism of the present invention;

[0043] Figure 7 is a partial view of the climbing cylinder of the present invention;

[0044] Figure 8 is a schematic diagram of the distribution of the climbing formwork mechanism of the present invention;

[0045] Figure 9 is a top view of the adaptive collection mechanism of the present invention;

[0046] Figure 10 is an axonometric view of the adaptive receiving mechanism of the present invention;

[0047] Figure 11 is a cross-sectional schematic diagram of the adaptive receiving mechanism of the present invention;

[0048] Figure 12 is an axonometric view of the adaptive receiving mechanism of the present invention from another direction;

[0049] Figure 13 is an axonometric view of the adaptive protection component of the present invention;

[0050] Figure 14 is a cross-sectional schematic diagram of the guide rail bracket of the present invention;

[0051] Figure 15 is an axonometric view of the guide rail bracket of the present invention;

[0052] Figure 16 is a partial view of the outer mold assembly of the present invention;

[0053] Figure 17 is an enlarged schematic diagram of region A in Figure 16 of the present invention;

[0054] Figure 18 is an enlarged schematic diagram of region B in Figure 16 of the present invention;

[0055] Figure 19 is an enlarged schematic diagram of region C in Figure 16 of the present invention;

[0056] Figure 20 is an enlarged schematic diagram of region D in Figure 16 of the present invention;

[0057] Figure 21 is an enlarged schematic diagram of region E in Figure 16 of the present invention;

[0058] Figure 22 is a partial view of the internal cavity assembly of the present invention;

[0059] Figure 23 is an axonometric view of the inner support frame of the present invention;

[0060] Figure 24 is an isometric view of the limiting frame of the present invention.

[0061] In the diagram: Embedded kit 1; Bolt 101; Anchor cone 102; Screw 103; Anchor seat 104; Anchor shoe 105; Anchor plate 106; Outer mold assembly 2; Outer mold frame 201; Intermediate platform plate 2011; Corner platform plate 2012; Adaptive retracting mechanism 202; Telescopic plate 2022; Connecting groove 2023; Telescopic sleeve 2024; First telescopic rod 2025; Reinforcing rib 2026; Storage groove 2027; Adaptive protection assembly 203 ; Lower guide rail 2031; Movable protective net 2032; Guide rail bracket 2033; Upper guide rail 2034; Fixed protective net 2035; Top guide wheel 2036; Guide wheel seat 2037; Anti-deviation guide post 2038; Guide elongated hole 2039; Maintenance component 204; Upper curtain 2041; Transition bracket 2042; Sealing cloth 2043; Counterweight 2044; Lower curtain 2045; Curtain hook 2046; End folding piece 2047; 2048; 2049; 2050; 2051; 2052; 205; 205; 2051; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 206; 207; 3; 3; 301; 301; 301; Suspension frame 3012; Fixed platform 3013; Tilting platform 3014; Inner cavity arc mold 3015; Hinge seat 3016; Inner support rod 3017; Suspension rod 3018; First hydraulic cylinder 3019; Second telescopic rod 3020; Second hydraulic rod 3021; ​​Third telescopic rod 3022; Inner circular anchor 3023; Third hydraulic cylinder 3024; Fourth telescopic rod 3025; Limiting frame 3026; Inner support frame 3027; Concrete placing machine 302. Embodiments of the present invention

[0062] Example 1

[0063] As shown in Figure 1-24, an integrated intelligent tower-building machine construction method includes:

[0064] S1. Install multiple pre-embedded components 1 on the outer circumference and inner surface of the initial section of the bridge tower in the standard segment;

[0065] S2. Install multiple outer mold components 2 on the pre-embedded kit 1 on the outer circumference of the bridge tower, and install an adaptive receiving mechanism 202 between the outer mold components 2;

[0066] S3. Install the inner cavity assembly 3 on the pre-embedded kit 1 on the inner circular surface of the inner cavity, and install the suspension basket 207 at the bottom of the outer mold assembly 2.

[0067] S4. Install the placing boom 302 on the top of the inner cavity component 3, and use the placing boom 2 to pour concrete between the outer mold component 2 and the inner cavity component 3.

[0068] S5. After the cast section is formed, the outer mold component 2 is demolded and then climbed upward. The outer mold component 2 is then used to cure the cast section. The inner cavity component 3 is lifted upward synchronously by a crane.

[0069] S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of each bridge tower segment.

[0070] In the preferred embodiment, in step S1, the pre-embedded kit 1 includes a bolt 101, an anchor cone 102 is provided on one side of the bolt 101, a screw 103 is provided on one side of the anchor cone 102, and an anchor seat 104 is provided at the front end of the screw 103.

[0071] In step S1.1, the pre-embedded kit 1 needs to be placed into the outer formwork 201 during the initial section pouring. The bolt 101 passes through the outer formwork 201 and is connected to the anchor cone 102. After the concrete solidifies, the anchor plate 106 is installed on the outside of the anchor cone 102.

[0072] In the preferred embodiment, in step S2, anchor shoes 106 are installed on the outside of anchor plates 106 on the outer circumference of the bridge tower.

[0073] The outer mold assembly 2 includes multiple outer mold frames 201. The inner side of the outer mold frame 201 is provided with a movable outer template 201, the outer side of the outer mold frame 201 is provided with an assembled protective railing, an adaptive protective component 203 is provided on the closed side of the outer mold frame 201, a curing component 204 is provided below the outer mold frame 201, and a climbing mold mechanism 206 is provided below the curing component 204.

[0074] The outer mold frame 201 is provided with a middle platform plate 2011 and a corner platform plate 2012. The adaptive receiving mechanism 202 is arranged below the middle platform plate 2011. The adaptive receiving mechanism 202 includes a telescopic sleeve 2024. A first telescopic rod 2025 is provided in the telescopic sleeve 2024. A telescopic plate 2022 is provided above the first telescopic rod 2025. A storage groove 2027 is also provided on the side of the middle platform plate 2011 near the adaptive receiving mechanism 202. The telescopic plate 2022 can be retracted into the storage groove 2027.

[0075] A connecting groove 2023 is provided on one side where the two telescopic plates 2022 meet. The connecting groove 2023 is used to install the connecting piece. Multiple reinforcing ribs 2026 are also provided on the back of the telescopic plate 2022.

[0076] In the preferred embodiment, the adaptive protection component 203 includes multiple guide rail brackets 2033, a lower guide rail 2031 is provided between the guide rail brackets 2033, an upper guide rail 2034 is provided above the lower guide rail 2031, and a movable protective net 2032 and a fixed protective net 2035 are provided between the lower guide rail 2031 and the upper guide rail 2034.

[0077] The guide rail bracket 2033 has multiple guide holes 2039 on one side. The guide holes 2039 are movably connected to the outer mold frame 201. The guide pins located in the guide holes 2039 have a square structure, which can prevent the guide rail bracket 2033 from rotating.

[0078] The top of the movable protective net 2032 is provided with a guide wheel seat 2037, and a top guide wheel 2036 is provided above the guide wheel seat 2037. The top guide wheel 2036 abuts against the two side plates of the upper guide rail 2034. Anti-deviation guide posts 2038 are provided between the two sides of the guide wheel seat 2037 and the inner wall of the upper guide rail 2034. The anti-deviation guide posts 2038 and the top guide wheel 2036 can improve the high-altitude wind resistance of the movable protective net 2032.

[0079] In the preferred embodiment, the curing component 204 includes an upper curtain 2041, with a curtain hook 2046 at the top of the upper curtain 2041 and a transition bracket 2042 at the bottom. A lower curtain 2045 is located below the transition bracket 2042, and a curtain hook 2046 is also provided on one side of the lower curtain 2045 to connect with the outer formwork frame 201. A closing fold 2047 is provided at the bottom of the lower curtain 2045, which abuts against the outer side of the concrete of the curing section. A friction element 2048 is provided below the closing fold 2047 to prevent the closing fold 2047 from slipping.

[0080] A sealing cloth 2043 is also provided on one side of the transition bracket 2042. The sealing cloth 2043 is used to seal the gap between the outer template 205 and the outer template frame 201 to improve the sealing of the curing space. A pressure plate 2051 is provided on the outer template 205. The pressure plate 2051 is used to press the upper end of the sealing cloth 2043. A counterweight 2044 is also provided at the bottom end of the sealing cloth 2043. The counterweight 2044 is used to press the lower end of the sealing cloth 2043.

[0081] In step S5, the outer formwork component 2 cures the poured section through the curing component 204. During curing, a fully enclosed protective curtain is erected, and hot mist is injected into the interior of the fully enclosed protective curtain through a temperature and humidity adjustable atomizer to cure the concrete.

[0082] In the preferred embodiment, a water collection trough 2050 is provided below the closing fold 2047. A water-absorbing cotton 2049 is provided on the side of the water collection trough 2050 that is close to the molded concrete. The water collection trough 2050 and the water-absorbing cotton 2049 are used to collect condensation dripping from the upper curtain during curing. A sliding bracket 2051 is provided below the water collection trough 2050. The sliding bracket 2051 is used to adjust the fit between the water-absorbing cotton 2049 and the concrete. A drain pipe 2052 is provided at the bottom of the water collection trough 2050. The drain pipe 2052 facilitates the centralized collection of condensation generated during curing.

[0083] In a preferred embodiment, the climbing mechanism 206 includes a climbing guide rail 2061, an upper climbing claw and a lower climbing claw on one side of the climbing guide rail 2061, a climbing cylinder 2063 between the upper climbing claw and the lower climbing claw, a climbing frame on one side of the climbing guide rail 2061, a hinged crossbeam platform 2067 above the climbing frame, an adjusting rod 2062 between the climbing frame and the crossbeam platform 2068, a plurality of evenly distributed climbing holes 2064 on one side of the climbing guide rail 2061, a swingable climbing pin 2065 in the upper climbing claw and the lower climbing claw, a swing rod 2066 on one side of the climbing pin 2065, and a proximity switch on one side of the swing rod 2066.

[0084] In step S5, the outer mold assembly 2 climbs upward through the climbing mechanism 206. The upper and lower climbing claws are alternately subjected to force by the climbing cylinder 2063. During the climbing process, the climbing pin 2065 rotates and drives the swing arm 2066 to rotate. After the climbing pin 2065 rotates into place, the proximity switch on one side of the swing arm 2066 sends a signal to the control center, indicating that the climbing mechanism 206 at this position has climbed into place.

[0085] In the preferred embodiment, in step S3, the inner cavity assembly 3 includes a multi-layer inner cavity lifting frame 301. The top of the inner cavity lifting frame 301 is provided with a fabric rack 3011, which is used to install the fabric placing machine 302. Each layer edge of the inner cavity lifting frame 301 is provided with a fixed platform 3013, and the edge of the fixed platform 3013 is provided with a flip-up platform 3014.

[0086] In the preferred embodiment, a suspension frame 3012, an inner support frame 3027, and a limiting frame 3026 are sequentially arranged below the fabric rack 3011. Multiple second telescopic rods 3020 are arranged around the suspension frame 3012. A first hydraulic cylinder 3019 is arranged above the second telescopic rods 3020. The first hydraulic cylinder 3019 is used to control the extension and retraction length of the second telescopic rods 3020. An inner cavity arc mold 3015 is arranged below the second telescopic rods 3020. The inner cavity arc mold 3015 and the second telescopic rods 3020 are connected by multiple suspension rods 3018. The suspension rods 3018 are hinged to the second telescopic rods 3020.

[0087] Multiple inner support rods 3017 are provided between the inner cavity arc mold 3015 and the inner cavity lifting frame 301. The inner support rods 3017 are used to adjust the stroke and angle of the inner cavity arc mold 3015.

[0088] In the preferred embodiment, the limiting frame 3026 is provided with multiple fourth telescopic rods 3025 on both sides, and a third hydraulic cylinder 3024 is provided on one side of the fourth telescopic rod 3025.

[0089] The inner support frame 3027 is provided with multiple third telescopic rods 3022 around its perimeter, and a second hydraulic rod 3021 is provided on one side of each third telescopic rod 3022.

[0090] In step S5, when the inner cavity component 3 is synchronously lifted upward by the crane, the inner circular anchor 3023 is first installed in the marked position. The crane is then used to connect the inner cavity component 3. The first hydraulic cylinder 3019 and the inner support rod 3017 are then controlled to detach the inner cavity arc mold 3015 from the concrete. The third hydraulic cylinder 3024 and the second hydraulic rod 3021 are then controlled to detach the third telescopic rod 3022 and the fourth telescopic rod 3025 from the inner wall. The crane then lifts the component to the marked position. The fourth telescopic rod 3025 extends first to overlap with the inner circular anchor 3023. After the overlap is completed, the third telescopic rod 3022 extends to provide basic support to the inner wall. The first hydraulic cylinder 3019 and the inner support rod 3017 are then controlled to move the inner cavity arc mold 3015 to the designed position, thus completing the construction of the inner mold.

[0091] A camera is installed on one side of each climbing formwork mechanism 206, and a calibration point is set at the location where the pre-embedded kit 1 is designed to be installed. The camera identifies the climbing status, monitors the swing status of the swing rod 2066, and identifies parameters such as the gap between the anchor shoe and the concrete surface during welding. When a large difference is detected from the design parameters, it will be fed back to the control center. The control center will instruct the operators at the corresponding positions to re-check, which reduces the workload of manual re-checking and improves the standardization of construction.

[0092] When the climbing formwork mechanism 206 lifts the entire tower construction machine upward, the outer diameter of the upper tower column will gradually decrease. At this time, the adaptive protection component 203 and the adaptive retraction mechanism 202 will provide space for the outer formwork frame 201 to retract inside the box.

[0093] Example 2, as shown in Figures 1-24, further illustrates the specific implementation method of an integrated intelligent tower-building machine construction method in conjunction with Example 1 as follows:

[0094] Before installation, assemble the various components of the pre-embedded kit 1, connect the bolt 101 to the anchor cone 102 to ensure a firm connection and tighten the threads, check the connection between the screw rod 103 and the anchor cone 102, and the connection between the anchor seat 104 and the screw rod 103, to ensure the structural integrity of the entire pre-embedded kit 1.

[0095] During the initial stage of concrete pouring, after the outer formwork 201 is installed, the assembled embedded kit 1 is placed into the outer formwork 201, so that the bolts 101 pass through the outer formwork 201 and connect with the anchor cone 102. During the placement process, attention should be paid to adjusting the position and orientation of the embedded kit 1 to meet the design requirements. Positioning devices such as positioning brackets and positioning bolts are used to temporarily fix the embedded kit 1 to prevent displacement during concrete pouring.

[0096] During concrete pouring, the vibrator should avoid direct contact with the embedded component 1 to prevent displacement. After the concrete pouring is completed, wait until the concrete reaches a certain strength, determined according to the concrete mix ratio and construction environment (generally about 70% of the design strength), then install the anchor plate 106 on the outside of the anchor cone 102. During installation, ensure that the anchor plate 106 is tightly fitted to the anchor cone 102, and use bolts to firmly connect the anchor plate 106 to the anchor cone 102. The bolt tightening torque should meet the design requirements.

[0097] Anchor shoes 106 are installed on the outer side of anchor plates 106 on the outer circumference of the bridge tower. Before installation, check whether the specifications and models of anchor shoes 106 are consistent with the design, and whether there are any defects such as damage or deformation on the surface of anchor shoes 106. Use special installation tools to accurately install anchor shoes 106 on anchor plates 106, ensuring that the connection between anchor shoes 106 and anchor plates 106 is firm and that the bolt tightening torque meets the requirements.

[0098] Multiple external formwork frames 201 are hoisted and installed sequentially. Before hoisting, the structural integrity of each external formwork frame 201 is checked, as well as the firmness of the connections between components and the presence of defects such as cracks or incomplete welds. Using tower cranes or other lifting equipment, the external formwork frames 201 are hoisted to the designated positions. They are then connected to anchor shoes 106 or other fixed structures using connectors such as bolts and pins. During the connection process, the verticality and horizontality of the external formwork frames 201 are ensured to meet requirements, and real-time monitoring and adjustment are performed using measuring instruments. The connections between adjacent external formwork frames 201 should be tight to ensure the overall stability of the external formwork system.

[0099] Install the outer formwork 201 inside the outer formwork frame 201. Before installation, check whether the surface flatness and dimensional accuracy of the outer formwork 201 meet the requirements. The formwork surface should be cleaned and coated with a release agent. Install the outer formwork 201 inside the outer formwork frame 201 using slide rails, rollers, or other devices to allow for flexible movement. Adjust the position of the outer formwork 201 to match the outline of the bridge tower. The joints between the formwork panels should be tight, and the gaps should be controlled within the allowable range. If necessary, use sealing strips to seal the joints to prevent concrete leakage.

[0100] Install prefabricated guardrails on the outer side of the outer formwork frame 201. The height of the guardrails should meet the safety specifications. The uprights, crossbars, and other components of the guardrails should be securely installed, and the welding or bolt connections should be reliable. A dense safety net should be installed on the outer side of the guardrails, and the safety net should be tightly stretched and undamaged. Access passages should be provided at appropriate locations along the guardrails; these passages should be sturdy, reliable, and have anti-slip measures.

[0101] Multiple guide rail brackets 2033 are installed on one side of the outer mold frame 201 when they are closed. During installation, ensure that the guide rail brackets 2033 are in the correct position and perpendicular to the outer mold frame 201. Use bolts or other connectors to fix the guide rail brackets 2033 to the outer mold frame 201 firmly. The spacing between the guide rail brackets 2033 should meet the design requirements to ensure the installation accuracy of the lower guide rail 2031 and the upper guide rail 2034.

[0102] Install the lower guide rail 2031 and the upper guide rail 2034 between the guide rail bracket 2033, ensuring that the levelness and straightness of the guide rails meet the requirements. The connection between the guide rails should be smooth, without obvious misalignment or height difference. Use bolts or other connectors to firmly fix the guide rails to the guide rail bracket 2033.

[0103] A movable protective net 2032 and a fixed protective net 2035 are installed between the guide rails. A guide wheel seat 2037 is installed on the top of the movable protective net 2032, and a top guide wheel 2036 is installed above the guide wheel seat 2037 so that the top guide wheel 2036 abuts against the two side plates of the upper guide rail 2034. Anti-deviation guide posts 2038 are installed between the two sides of the guide wheel seat 2037 and the inner wall of the upper guide rail 2034 to ensure that the movable protective net 2032 will not shift during movement. The fixed protective net 2035 should be installed firmly and tightly connected to the guide rail and the outer mold frame 201.

[0104] Install the upper curtain 2041 at a suitable position on the top of the outer frame 201 using curtain hooks 2046. The curtain hooks 2046 should be securely installed, and the number should meet the hanging requirements of the upper curtain 2041. Ensure the upper curtain 2041 is hung flat and without wrinkles.

[0105] A transition bracket 2042 is installed between the lower curtain 2045 and the upper curtain 2041. The transition bracket 2042 should be installed firmly and reliably, capable of withstanding the weight of the lower curtain 2045 and wind loads. The position of the transition bracket 2042 should be accurate to ensure the installation precision of the lower curtain 2045.

[0106] The lower curtain 2045 is connected to the outer formwork frame 201 via curtain hooks 2046 and to the transition bracket 2042. Curtain hooks 2046 should also be installed on one side of the lower curtain 2045 to ensure a tight connection. A finishing fold 2047 is installed at the bottom of the lower curtain 2045, ensuring it abuts against the outer side of the concrete in the curing section. A friction element 2048, such as a rubber pad, is installed below the finishing fold 2047 to prevent slippage.

[0107] A sealing cloth 2043 is installed on one side of the transition bracket 2042 to seal the gap between the outer template 205 and the outer mold frame 201. The upper end of the sealing cloth 2043 is pressed tightly with a pressure plate 2051 to ensure a tight fit between the sealing cloth 2043 and the outer template 205 and the outer mold frame 201. A counterweight 2044 is installed at the bottom end of the sealing cloth 2043 to increase its stability and ensure a good seal.

[0108] Install the climbing guide rail 2061 at a suitable position below the outer mold frame 201. During installation, ensure that the verticality and straightness of the climbing guide rail 2061 meet the requirements, and use bolts or other connectors to firmly fix the climbing guide rail 2061 to the outer mold frame 201. The length of the climbing guide rail 2061 should meet the climbing height requirements of the outer mold assembly 2.

[0109] An upper and lower climbing claw are installed on one side of the climbing guide rail 2061. The installation positions of the upper and lower climbing claws should be accurate and able to mate with the climbing holes 2064 on the climbing guide rail 2061. The structure of the upper and lower climbing claws should be robust and able to withstand the weight of the outer mold assembly 2 and the load during the climbing process.

[0110] Install the climbing cylinder 2063 between the upper and lower climbing claws. Ensure that the climbing cylinder 2063 is correctly positioned, securely connected, and that the oil pipe connections are correct and leak-free. Test the climbing cylinder 2063 and check its extension and retraction performance.

[0111] A climbing frame is installed on one side of the climbing guide rail 2061, and a hinged crossbeam platform 2067 is installed above the climbing frame. An adjusting rod 2062 is installed between the climbing frame and the crossbeam platform 2067. The adjusting rod 2062 should be able to adjust the angle and position of the crossbeam platform 2067 to adapt to different construction conditions.

[0112] Install swingable climbing pins 2065 in the upper and lower climbing claws. Install a swing arm 2066 on one side of the climbing pin 2065, and a proximity switch on one side of the swing arm 2066. Ensure that the climbing pin 2065, swing arm 2066, and proximity switch are accurately positioned and functioning properly. The proximity switch should be connected to the control center to promptly transmit the climbing completion signal to the control center.

[0113] Using lifting equipment such as a tower crane, the bottom layer of the inner cavity lifting frame 301 is hoisted to the predetermined position on the inner circular surface of the inner cavity. According to the measurement marks, the bottom layer of the inner cavity lifting frame 301 is securely connected to the pre-embedded kit 1 or other fixed structures using connectors such as bolts and pins. During the connection process, measuring instruments are used to monitor the verticality and horizontality of the inner cavity lifting frame 301 to ensure its installation accuracy.

[0114] According to the design requirements, the other layers of the inner cavity lifting frame 301 are hoisted sequentially. After each layer of the inner cavity lifting frame 301 is hoisted into place, it is initially positioned, and then connected tightly to the lower inner cavity lifting frame 301 using connectors. After the connection is completed, the verticality and horizontality of the inner cavity lifting frame 301 are checked again, and any deviations are adjusted in time.

[0115] Install the fabric placing frame 3011 on top of the inner cavity lifting frame 301. Ensure that the installation position of the fabric placing frame 3011 is accurate, that it is firmly connected to the inner cavity lifting frame 301, and that it can withstand the weight of the fabric placing machine 302 and the load during operation.

[0116] A suspension bracket 3012 is installed below the fabric support frame 3011. The installation of the suspension bracket 3012 should be firm and reliable, and the connection between it and the fabric support frame 3011 and the inner support frame 3027 should be accurate. Multiple second telescopic rods 3020 are installed around the suspension bracket 3012, and a first hydraulic cylinder 3019 is installed above the second telescopic rods 3020. Ensure that the connection between the first hydraulic cylinder 3019 and the second telescopic rods 3020 is correct and that the hydraulic system can work normally.

[0117] Multiple third telescopic rods 3022 are installed around the inner support frame 3027, and a second hydraulic rod 3021 is installed on one side of each third telescopic rod 3022. The inner support frame 3027 is installed below the suspension frame 3012, ensuring that the connection between the inner support frame 3027 and the suspension frame 3012 is secure, and that the third telescopic rods 3022 and the second hydraulic rods 3021 can function normally.

[0118] Multiple fourth telescopic rods 3025 are installed on both sides of the limiting frame 3026, and a third hydraulic cylinder 3024 is installed on one side of the fourth telescopic rod 3025. The limiting frame 3026 is installed below the inner support frame 3027, ensuring that the connection between the limiting frame 3026 and the inner support frame 3027 is firm, and that the fourth telescopic rods 3025 and the third hydraulic cylinder 3024 can work normally.

[0119] Install the second telescopic rod 3020 and the inner cavity arc mold 3015: Connect the second telescopic rod 3020 to the suspension frame 3012, and then connect the inner cavity arc mold 3015 to the second telescopic rod 3020 through multiple suspension rods 3018. The suspension rods 3018 are hinged to the second telescopic rod 3020. Control the extension and retraction length of the second telescopic rod 3020 through the first hydraulic cylinder 3019 to adjust the position and angle of the inner cavity arc mold 3015 to meet the design requirements.

[0120] Multiple internal support rods 3017 are installed between the inner cavity arc mold 3015 and the inner cavity lifting frame 301. The stroke and angle of the inner cavity arc mold 3015 are further adjusted by the internal support rods 3017 to ensure that the inner cavity arc mold 3015 matches the design dimensions of the bridge tower's inner cavity.

[0121] A fixed platform 3013 is installed at the edge of each layer of the inner cavity lifting frame 301. The fixed platform 3013 should be installed firmly and reliably, capable of supporting the weight of construction personnel and equipment. A tilting platform 3014 is installed at the edge of the fixed platform 3013. The tilting platform 3014 should be installed flexibly, allowing it to be easily tilted open and closed when needed. The tilting platform 3014 should have complete safety facilities such as railings.

[0122] Install the suspended platform 207 at the bottom of the outer formwork assembly 2. Before installation, check the structural integrity of the suspended platform 207, whether the connections of each component are secure, and whether the safety devices are complete. Use a dedicated suspension device to suspend the suspended platform 207 at the bottom of the outer formwork frame 201, ensuring that the suspended platform 207 is securely installed and that the load-bearing capacity of the suspension points meets the requirements. Install safety ropes, safety belts, and other safety facilities inside the suspended platform 207 to provide a safe working environment for construction personnel.

[0123] The placing boom 302 is hoisted and installed on top of the inner cavity assembly 3. During installation, ensure that the placing boom 302 is securely connected to the placing frame 3011 and that the installation positions of each component are accurate. After installation, the placing boom 302 is tested to check whether its rotation, extension, and placing functions are normal, and whether the hydraulic system and electrical system are operating well.

[0124] Concrete is transported to the construction site using a concrete mixer truck. During transportation, the mixer drum of the truck should be kept rotating to prevent segregation. The concrete is unloaded from the truck into the hopper of the placing boom 302, which then evenly pours the concrete between the outer formwork assembly 2 and the inner cavity assembly 3 using its placing arm. Layered pouring is carried out according to design requirements and construction specifications, with each layer meeting the specified thickness. During pouring, a vibrator is used to compact the concrete, inserting it into the lower layer to ensure density. During vibration, direct impact of the vibrator on the outer formwork assembly 2, inner cavity assembly 3, and embedded components 1 should be avoided.

[0125] After the poured section is formed, when the concrete strength reaches a certain level, generally about 10%-15% of the design strength, the specific strength depends on the concrete mix ratio and construction environment. The outer formwork component 2 then uses the curing component 204 to cure the poured section.

[0126] To construct a fully enclosed protective curtain, first attach the curtain hooks 2046 of the upper curtain 2041 to the outer mold frame 201, ensuring that the upper curtain 2041 is taut and flat. Then, connect the lower curtain 2045 to the outer mold frame 201 and the transition bracket 2042 via the curtain hooks 2046, ensuring that the lower curtain 2045 is also flat. The two curtains are tightly connected, forming a fully enclosed maintenance space.

[0127] Hot mist is injected into the fully enclosed drape using a temperature and humidity adjustable atomizer. Based on the concrete curing requirements and environmental conditions, suitable parameters are set, typically 20℃-30℃ and humidity generally above 90%. During the curing process, temperature and humidity sensors monitor the temperature and humidity within the curing space in real time and feed the data back to the control system. The control system automatically adjusts the atomizer's operating status, such as spray volume and spraying time, based on the monitoring data to maintain stable temperature and humidity within the curing space.

[0128] The water collection trough 2050 and absorbent cotton 2049 located below the finishing fold 2047 serve to collect condensation. The absorbent cotton 2049, close to the side of the molded concrete, effectively absorbs condensation dripping from the overhead curtain. The sliding bracket 2051 allows adjustment of the fit between the absorbent cotton 2049 and the concrete, ensuring optimal absorption. The water collection trough 2050 collects excess condensation absorbed by the absorbent cotton 2049, and the drain pipe 2052 at the bottom of the water collection trough 2050 centrally collects and discharges the condensation to a designated location, preventing adverse effects on the concrete structure.

[0129] The outer mold assembly 2 climbs upward via the climbing mechanism 206. First, the climbing cylinder 2063 is activated, engaging the lower climbing claw with the climbing hole 2064 on the climbing guide rail 2061, while the upper climbing claw remains disengaged. Then, the extension and retraction of the climbing cylinder 2063 pushes the outer mold assembly 2 upward a certain distance. When the climbing cylinder 2063 reaches its maximum stroke, the cylinder action stops, engaging the upper climbing claw with the climbing hole 2064 on the climbing guide rail 2061, while simultaneously disengaging the lower climbing claw. The climbing cylinder 2063 is activated again, disengaging the lower climbing claw from the current climbing hole 2064 and moving upward, preparing to engage with the next climbing hole 2064. This process repeats, with the upper and lower climbing claws alternately subjected to force by the climbing cylinder 2063, thus achieving the upward climbing of the outer mold assembly 2.

[0130] During the climbing process, the climbing pin 2065 rotates with the movement of the upper or lower climbing claw, driving the swing arm 2066 to rotate. When the climbing pin 2065 rotates into position, that is, when it accurately engages with the climbing hole 2064 on the climbing guide rail 2061, the proximity switch on one side of the swing arm 2066 sends a signal to the control center. After receiving the signal, the control center confirms that the climbing mechanism 206 has climbed into position and records the relevant data. At the same time, a dedicated person is assigned to monitor the climbing process in real time, observing the climbing status of the outer mold assembly 2, and checking for any abnormalities such as tilting or jamming. If any problem is found, the climbing is immediately stopped for inspection and handling.

[0131] The inner cavity component 3 is lifted upwards synchronously using a crane. First, according to the construction schedule and surveying, the inner circular anchor 3023 is accurately installed in the marked position, ensuring that the installation of the inner circular anchor 3023 is firm and that its position and elevation meet the design requirements. Then, the inner cavity component 3 is connected using a crane, and the selection of lifting points should be reasonable to ensure that the inner cavity component 3 remains balanced during the lifting process.

[0132] After connection, the first hydraulic cylinder 3019 and the inner support rod 3017 are controlled to detach the inner cavity arc mold 3015 from the concrete. Specifically, the first hydraulic cylinder 3019 is activated to retract, causing the second telescopic rod 3020 to move upwards, thus detaching the inner cavity arc mold 3015 from the concrete surface. Simultaneously, the length of the inner support rod 3017 is adjusted to maintain a certain gap between the inner cavity arc mold 3015 and the concrete. Next, the third hydraulic cylinder 3024 and the second hydraulic rod 3021 are controlled to detach the third telescopic rod 3022 and the fourth telescopic rod 3025 from the inner wall. The third hydraulic cylinder 3024 and the second hydraulic rod 3021 are then activated to retract, causing the third telescopic rod 3022 and the fourth telescopic rod 3025 to move inwards, detaching from the inner wall of the bridge tower.

[0133] After the inner cavity arc mold 3015, the third telescopic rod 3022, and the fourth telescopic rod 3025 have all detached from their respective structures, the inner cavity assembly 3 is hoisted to the designated position by a crane. During the hoisting process, care must be taken to control the speed and direction of the crane to avoid collisions between the inner cavity assembly 3 and the surrounding structures. Upon reaching the designated position, the fourth telescopic rod 3025 extends first to overlap with the inner circular anchor 3023, ensuring a firm overlap capable of supporting the weight of the inner cavity assembly 3. After the overlap is completed, the third telescopic rod 3022 extends to provide basic support to the inner wall. The length of the third telescopic rod 3022 is adjusted to ensure close contact with the inner wall, providing stable support.

[0134] Finally, the first hydraulic cylinder 3019 and the inner support rod 3017 are controlled to move the inner cavity arc mold 3015 to the designed position. The first hydraulic cylinder 3019 is activated to extend, causing the second telescopic rod 3020 to move downwards, thus moving the inner cavity arc mold 3015 to the designed position. Simultaneously, the position and angle of the inner cavity arc mold 3015 are further fine-tuned using the inner support rod 3017 to ensure that the inner cavity arc mold 3015 perfectly matches the design dimensions of the bridge tower's inner cavity, completing the construction of the inner mold.

[0135] The above embodiments are merely preferred technical solutions of the present invention and should not be considered as limitations on the present invention. The scope of protection of the present invention should be defined as the technical solutions described in the claims, including equivalent substitutions of the technical features described in the claims. That is, equivalent substitutions and improvements within this scope are also within the scope of protection of the present invention.

Claims

1. A construction method for an integrated intelligent tower-building machine, characterized by: The method includes: S1. Install multiple pre-embedded components on the outer circumference and inner surface of the initial section of the standard segment bridge tower (1). S2. Install multiple outer mold components (2) on the pre-embedded kit (1) on the outer circumference of the bridge tower, and install an adaptive receiving mechanism (202) between the outer mold components (2). S3. Install the inner cavity assembly (3) on the pre-embedded kit (1) on the inner circular surface of the inner cavity, and install the hanging basket (207) at the bottom of the outer mold assembly (2). S4. Install a concrete placing boom (302) on the top of the inner cavity assembly (3) and use the concrete placing boom (2) to pour concrete between the outer mold assembly (2) and the inner cavity assembly (3); S5. After the cast section is formed, the outer mold assembly (2) is lifted upward after demolding, and the cast section is cured by the outer mold assembly (2). The inner cavity assembly (3) is lifted upward synchronously by the crane. S6. Repeat steps S1-S5 to complete the high-altitude pouring construction of each bridge tower segment.

2. The integrated intelligent tower-building machine construction method according to claim 1, characterized in that: In step S1, the pre-embedded kit (1) includes a bolt (101), an anchor cone (102) is provided on one side of the bolt (101), a screw (103) is provided on one side of the anchor cone (102), and an anchor seat (104) is provided at the front end of the screw (103). Step S1.1: When the initial section is poured, the pre-embedded kit (1) needs to be placed in the outer formwork (201), and the bolt (101) is connected to the anchor cone (102) through the outer formwork (201). After the concrete solidifies, the anchor plate (106) is installed on the outside of the anchor cone (102).

3. The integrated intelligent tower-building machine construction method according to claim 1, characterized in that: step S2 In the middle, anchor shoes (106) are installed on the outside of the anchor plate (106) on the outer circumference of the bridge tower. The outer mold assembly (2) includes multiple outer mold frames (201). The inner side of the outer mold frame (201) is provided with a movable outer template (201). The outer side of the outer mold frame (201) is provided with an assembled protective railing. An adaptive protective component (203) is provided on the side where the outer mold frame (201) is closed. A curing component (204) is provided below the outer mold frame (201). A climbing mold mechanism (206) is provided below the curing component (204). The outer mold frame (201) is provided with a middle platform plate (2011) and a corner platform plate (2012). The adaptive receiving mechanism (202) is arranged below the middle platform plate (2011). The adaptive receiving mechanism (202) includes a telescopic sleeve (2024). A first telescopic rod (2025) is provided in the telescopic sleeve (2024). A telescopic plate (2022) is provided above the first telescopic rod (2025). A storage groove (2027) is also provided on the side of the middle platform plate (2011) near the adaptive receiving mechanism (202). The telescopic plate (2022) can be retracted into the storage groove (2027). The telescopic plate (2022) has a connecting groove (2023) on one side where it is connected. The connecting groove (2023) is used to install the connecting piece. The telescopic plate (2022) also has multiple reinforcing ribs (2026) on the back.

4. The integrated intelligent tower-building machine construction method according to claim 3, characterized in that: The adaptive protection component (203) includes multiple guide rail brackets (2033), a lower guide rail (2031) is provided between the guide rail brackets (2033), an upper guide rail (2034) is provided above the lower guide rail (2031), and a movable protective net (2032) and a fixed protective net (2035) are provided between the lower guide rail (2031) and the upper guide rail (2034). The guide rail bracket (2033) has multiple guide holes (2039) on one side. The guide holes (2039) are movably connected to the outer mold frame (201). The guide pins located in the guide holes (2039) are square in structure, which can prevent the guide rail bracket (2033) from rotating. The top of the movable protective net (2032) is provided with a guide wheel seat (2037), and a top guide wheel (2036) is provided above the guide wheel seat (2037). The top guide wheel (2036) abuts against the side plates of the upper guide rail (2034). Anti-deviation guide posts (2038) are provided between the two sides of the guide wheel seat (2037) and the inner wall of the upper guide rail (2034). The anti-deviation guide posts (2038) and the top guide wheel (2036) can improve the high-altitude wind resistance of the movable protective net (2032).

5. The integrated intelligent tower-building machine construction method according to claim 3, characterized in that: The curing component (204) includes an upper curtain (2041), with a curtain hook (2046) at the top of the upper curtain (2041), a transition bracket (2042) at the bottom of the upper curtain (2041), a lower curtain (2045) below the transition bracket (2042), a curtain hook (2046) on one side of the lower curtain (2045) connected to the outer formwork frame (201), a closing fold (2047) at the bottom of the lower curtain (2045), the closing fold (2047) abutting against the outer side of the concrete of the curing section, and a friction element (2048) below the closing fold (2047), the friction element (2048) being used to prevent the closing fold (2047) from slipping; A sealing cloth (2043) is also provided on one side of the transition support (2042). The sealing cloth (2043) is used to seal the gap between the outer template (205) and the outer template frame (201) to improve the sealing of the curing space. A pressure plate (2051) is provided on the outer template (205). The pressure plate (2051) is used to press the upper end of the sealing cloth (2043). A counterweight (2044) is also provided at the bottom end of the sealing cloth (2043). The counterweight (2044) is used to press the lower end of the sealing cloth (2043). In step S5, the outer formwork component (2) cures the poured section through the curing component (204). During curing, a fully enclosed protective curtain is erected, and hot mist is injected into the interior of the fully enclosed protective curtain through a temperature and humidity adjustable atomizer to cure the concrete.

6. The integrated intelligent tower-building machine construction method according to claim 5, characterized in that: A water collection trough (2050) is provided below the closing fold (2047). Water-absorbing cotton (2049) is provided on the side of the water collection trough (2050) close to the molded concrete. The water collection trough (2050) and water-absorbing cotton (2049) are used to collect the condensate dripping from the curtain above during curing. A sliding bracket (2051) is provided below the water collection trough (2050). The sliding bracket (2051) is used to adjust the fit between the water-absorbing cotton (2049) and the concrete. A drain pipe (2052) is provided at the bottom of the water collection trough (2050). The drain pipe (2052) facilitates the collection of condensate generated during curing.

7. The integrated intelligent tower-building machine construction method according to claim 3, characterized in that: The climbing mechanism (206) includes a climbing guide rail (2061), an upper climbing claw and a lower climbing claw on one side of the climbing guide rail (2061), a climbing cylinder (2063) between the upper climbing claw and the lower climbing claw, a climbing frame on one side of the climbing guide rail (2061), a hinged crossbeam platform (2067) above the climbing frame, an adjusting rod (2062) between the climbing frame and the crossbeam platform (2068), a plurality of evenly distributed climbing holes (2064) on one side of the climbing guide rail (2061), a swingable climbing pin (2065) in the upper climbing claw and the lower climbing claw, a swing rod (2066) on one side of the climbing pin (2065), and a proximity switch on one side of the swing rod (2066). In step S5, the outer mold assembly (2) climbs upward through the climbing mechanism (206). The upper and lower climbing claws are alternately subjected to force by the climbing cylinder (2063). During the climbing process, the climbing pin (2065) rotates and drives the swing arm (2066) to rotate. After the climbing pin (2065) rotates into place, the proximity switch on one side of the swing arm (2066) sends a signal to the control center, indicating that the climbing mechanism (206) at this position has climbed into place.

8. The integrated intelligent tower-building machine construction method according to claim 1, characterized in that: In step S3, the inner cavity assembly (3) includes a multi-layer inner cavity lifting frame (301), the top of the inner cavity lifting frame (301) is provided with a fabric rack (3011), the fabric rack (3011) is used to install the fabric placing machine (302), each layer of the inner cavity lifting frame (301) is provided with a fixed platform (3013) at its edge, and the edge of the fixed platform (3013) is provided with a flip-up platform (3014).

9. The integrated intelligent tower-building machine construction method according to claim 8, characterized in that: Below the fabric rack (3011) are arranged a suspension frame (3012), an inner support frame (3027), and a limiting frame (3026). Around the suspension frame (3012) are arranged multiple second telescopic rods (3020). Above the second telescopic rods (3020) is a first hydraulic cylinder (3019), which is used to control the extension length of the second telescopic rods (3020). Below the second telescopic rods (3020) is an inner cavity arc mold (3015). The inner cavity arc mold (3015) and the second telescopic rods (3020) are connected by multiple suspension rods (3018). The suspension rods (3018) are hinged to the second telescopic rods (3020). Multiple inner support rods (3017) are provided between the inner cavity arc mold (3015) and the inner cavity lifting frame (301). The inner support rods (3017) are used to adjust the stroke and angle of the inner cavity arc mold (3015).

10. The construction method of an integrated intelligent tower-building machine according to claim 1, characterized in that: The limit frame (3026) is provided with multiple fourth telescopic rods (3025) on both sides, and a third hydraulic cylinder (3024) is provided on one side of the fourth telescopic rod (3025). The inner support frame (3027) is provided with multiple third telescopic rods (3022) around its perimeter, and a second hydraulic rod (3021) is provided on one side of the third telescopic rod (3022). In step S5, when the inner cavity component (3) is lifted upward synchronously by the crane, the inner circle anchor (3023) is first installed in the marked position, the inner cavity component (3) is connected by the crane, and then the first hydraulic cylinder (3019) and the inner support rod (3017) are controlled to detach the inner cavity arc mold (3015) from the concrete. Then the third hydraulic cylinder (3024) and the second hydraulic rod (3021) are controlled to detach the third telescopic rod (3022) and the fourth telescopic rod (3025) from the inner wall. Then the crane lifts it to the marked position. The fourth telescopic rod (3025) extends first to overlap with the inner circle anchor (3023). After the overlap is completed, the third telescopic rod (3022) extends to complete the basic support with the inner wall. Then the first hydraulic cylinder (3019) and the inner support rod (3017) are controlled to move the inner cavity arc mold (3015) to the design position to complete the construction of the inner mold.

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