Building construction machine and building construction method for high-rise building construction

Abstract

The present invention discloses a building machine and a building method for high-rise building construction, and specifically relates to the field of building construction equipment. The building machine for high-rise building construction includes a steel platform assembly, a hanging rack is provided at the bottom of the steel platform assembly, and the hanging rack is used to provide a working platform for construction personnel; a regulating component is provided at the bottom of the steel platform assembly, and the regulating component includes a plurality of hanging ropes, and a wall hanging template component is provided below the steel platform assembly. The present invention sets a regulating component, and when the wall panel mold is demoulded after the construction is completed, the linear drive 1 and the linear drive 2 adjust the horizontal position of the rotary drive 1, and then the pair of hanging ropes of the rotary drive are wound up, and the inclination angle of the wall panel mold is continuously regulated by changing the position of the top end of the hanging rope, so as to achieve the effect of lifting and transporting the inclined wall panel mold, and in the process of lifting the wall panel mold, no damage is caused to the wall body by collision.

Description

Technical Field

[0001] The present invention relates to the technical field of building construction equipment, and more specifically, to a building construction machine and a building construction method for high-rise building construction. Background Art

[0002] High-rise buildings can maximize the use of limited urban land resources. They are not only an important feature of modern urban development, but also an important part of the urbanization process. In the construction of high-rise buildings, in order to improve construction efficiency, ensure safety, control costs and ensure project quality, it is usually necessary to use a building construction machine. The building construction machine is a highly integrated and highly automated construction system, which includes a support power system, a steel platform assembly, and a hanging frame system. The bottom of the steel platform assembly is integrated with a hanging template.

[0003] The supporting power system is composed of a plurality of small-stroke oil cylinders, which are installed on the outer wall of the building and the driving end thereof is set upward, the steel platform assembly is installed on the driving end of the oil cylinder, and the hanging frame system is set below the steel platform assembly. The hanging frame system is used to provide a working platform for construction personnel to carry out a series of exterior wall construction operations. During construction, firstly, vertical supporting beams and columns are cast on the floor slab as the load-bearing core, then the wall hanging formwork is molded and positioned on the floor slab, concrete is poured into the wall hanging formwork, and the concrete in the wall hanging formwork is formed after solidification, and the floor slab mold is paved on the top of the supporting beams and columns, and concrete is poured into the floor slab mold to carry out the construction of the upper floor slab. In order to ensure the stability and reliability of the concrete structure and prevent the deformation, cracking or substandard strength of the concrete wall, thereby affecting the stability and load-bearing capacity of the overall structure, the wall hanging formwork on the concrete wall is removed after the upper floor slab layer in the floor slab mold is fully dried. In order to reduce the disassembly and assembly process of the wall hanging formwork, reduce the labor intensity of the staff, and ensure the construction quality, pre-buried holes are reserved during the construction of the upper floor slab. The steel platform assembly lifts the wall hanging formwork as a whole by vertical upward movement to complete the demoulding and transfer of the wall hanging formwork. In order to ensure the overall strength and stability of the concrete structure of the floor slab, the pre-buried holes on the floor slab should not be too large, and the wall hanging formwork can pass through the floor slab through the pre-buried holes.

[0004] When designing high-rise buildings, some inclined walls are constructed in consideration of aesthetic design and to enhance the earthquake resistance of the building. The inclined walls can change the direction of force transmission. During construction, the inclined walls require the wall hanging formwork to be set at an angle on the floor layer. However, when demolding after the construction is completed, vertically lifting the wall hanging formwork will cause a collision between the formwork and the wall, resulting in damage to the surface of the concrete wall. Summary of the invention

[0005] The present invention provides a building construction machine and a building construction method for high-rise building construction, and aims to solve the problem that when the existing building construction machine for high-rise building construction demoulds the inclined wall in the building, the vertical lifting of the wall hanging formwork will cause a collision between the formwork and the wall, resulting in damage to the surface of the concrete wall.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: A building construction machine for high-rise building construction, comprising a steel platform assembly, a hanging frame is arranged at the bottom of the steel platform assembly, and the hanging frame is used to provide a working platform for construction personnel;

[0007] A regulating assembly is provided at the bottom of the steel platform assembly, and the regulating assembly includes a plurality of hanging ropes. A wall hanging template assembly is provided below the steel platform assembly, and the wall hanging template assembly includes two wall panel molds, and the two wall panel molds are adapted to each other. A plurality of support seats are fixedly provided on the wall panel molds, and the bottom ends of the hanging ropes are clamped with the support seats;

[0008] The regulating component also includes multiple rotating drivers, a winding wheel is fixedly arranged on the output shaft of the rotating driver, the top end of the suspension rope is wound around and fixedly arranged on the corresponding rotating driver, and the rotating driver moves at the bottom of the steel platform assembly to adjust the inclination angle of the wall panel mold through the bottom end of the suspension rope.

[0009] In a preferred embodiment, the regulating component includes a linear drive 1 and a linear drive 2, both of which are arranged at the bottom of the steel platform assembly, and a movable seat is slidably arranged on the top of the linear drive 1 and the linear drive 2, and the rotary drive 1 is fixedly arranged on the corresponding movable seat.

[0010] In a preferred embodiment, a fixing seat is fixedly provided on each of the two wall panel molds, a positioning rod is rotatably provided on the fixing seat, a bolt is threadedly connected to the positioning rod, and the positioning rod is clamped with the corresponding fixing seat.

[0011] In a preferred embodiment, a positioning assembly is provided on the rotating driver, and the positioning assembly includes a connecting seat, which is fixedly provided on the rotating driver, and a limit seat is fixedly provided on the connecting seat, a sphere is hingedly provided in the limit seat, a hollow sleeve is fixedly provided on the sphere, and the lifting rope is located in the hollow sleeve.

[0012] In a preferred embodiment, a linear drive three is fixedly provided at the bottom of the connecting seat, a positioning seat is fixedly provided on the output shaft of the linear drive three, a through hole is provided on the limit seat, and the linear drive three is used to drive the positioning seat to move toward the sphere.

[0013] In a preferred embodiment, a linear drive four is fixedly arranged on the hollow sleeve, an extension tube is slidably arranged in the hollow sleeve, the output shaft of the linear drive four is fixedly arranged on the extension tube, and the suspension rope is located in the extension tube.

[0014] In a preferred embodiment, linear drive 1 includes a guide seat, which is fixedly arranged at the bottom of the steel platform assembly, and a rotary drive 2 is fixedly arranged on the guide seat, a threaded rod is fixedly arranged on the output shaft of the rotary drive 2, and the movable seat is threadedly connected to the threaded rod.

[0015] In a preferred embodiment, a hook is fixedly provided at the bottom end of the suspension rope, a rectangular hole is opened on the support seat, and the hook is clamped in the rectangular hole.

[0016] In a preferred embodiment, a side of the positioning seat facing the sphere is provided with an arc-shaped surface, and a plurality of anti-slip protrusions are fixedly provided on the arc-shaped surface, and the plurality of anti-slip protrusions are arranged at equal distances.

[0017] A construction method of a building construction machine for high-rise building construction comprises the following steps:

[0018] Step 1: When constructing the inclined wall, assemble two wall panel molds on the floor layer and position the inclined wall panel mold, and then pour concrete into the wall panel mold to construct the wall;

[0019] Step 2: Install a floor slab mold on the top of the supporting beams and columns on the floor slab, and pour concrete into the floor slab mold to construct the upper floor slab. When constructing the upper floor slab, pre-buried holes are reserved, and the pre-buried holes are located above the wall panel mold.

[0020] Step 3: After the upper floor layer solidifies and dries, first demould the wall panel mold on the wall, and then drive the rotary drive 1 to move through the rotation of the output shafts of the linear drive 1 and the linear drive 2, and the movement of the rotary drive 1 drives the top of the suspension rope to move to adjust the angle of the wall panel mold;

[0021] Step 4: Then start the rotary drive 1, and the rotary drive 1 reels the suspension rope to move the wall panel mold upward in the embedded hole, so that the wall panel mold passes through the upper floor layer.

[0022] The beneficial effects of the present invention are:

[0023] 1. The present invention sets a regulating component. When the wall panel mold is demoulded after the construction is completed, the linear drive 1 and the linear drive 2 adjust the horizontal position of the rotary drive 1, and then the rotary drive is used to reel in a pair of hanging ropes. The inclination angle of the wall panel mold is continuously regulated by changing the position of the top end of the hanging rope, thereby achieving the effect of lifting and transporting the inclined wall panel mold, and no damage is caused to the wall during the lifting process of the wall panel mold.

[0024] 2. The present invention sets a positioning component. During the process of lifting and transferring the wall panel mold upward, the top of the lifting rope is positioned by a sphere, and the lifting rope is rigidly supported by a hollow sleeve and an extension tube. During the transportation of the wall panel mold, the swing amplitude of the wall panel mold caused by cross wind can be reduced to avoid damage to the wall panel mold. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 It is a three-dimensional structural schematic diagram of the building construction machine of the present invention.

[0026] Figure 2 It is a structural schematic diagram of the front view of the steel platform assembly of the present invention.

[0027] Figure 3 It is a three-dimensional structural schematic diagram of the wall panel mold of the present invention.

[0028] Figure 4 It is a structural schematic diagram of the side view of the wall panel mold of the present invention.

[0029] Figure 5 It is a structural schematic diagram of demoulding of a vertical wall mold of the present invention.

[0030] Figure 6 It is a schematic diagram of the structure of the wall mold of the present invention during tilted construction.

[0031] Figure 7 It is a schematic structural diagram of the four main views of the linear actuator of the present invention.

[0032] Figure 8 It is a schematic diagram of the cross-sectional structure of the connecting seat of the present invention from the front view.

[0033] Fig. 9 It is a schematic diagram of the cross-sectional structure of the limiting seat of the present invention from the front view.

[0034] Fig.10 It is a schematic diagram of the process of the construction method of the present invention.

[0035] The accompanying drawings are marked as follows: 1. steel platform assembly; 11. guardrail; 2. hanging bracket; 3. regulating component; 31. linear drive one; 32. linear drive two; 33. rotating drive one; 34. hanging rope; 4. wall hanging template component; 41. wall panel mold; 42. fixing seat; 43. positioning rod; 44. supporting seat; 5. positioning component; 51. connecting seat; 511. limiting seat; 52. sphere; 53. hollow sleeve; 54. linear drive three; 55. positioning seat; 56. linear drive four; a. floor layer; a1. embedded hole; b. wall. DETAILED DESCRIPTION

[0036] The present application is further described in detail below in conjunction with the accompanying drawings. It is necessary to point out here that the following specific implementation methods are only used to further illustrate the present application and cannot be understood as limiting the scope of protection of the present application. Technical personnel in this field can make some non-essential improvements and adjustments to the present application based on the above application content.

[0037] Refer to the instruction manual Figures 1 to 6 A building construction machine for high-rise building construction includes a steel platform assembly 1, a hanging frame 2 is arranged at the bottom of the steel platform assembly 1, and the hanging frame 2 is used to provide a working platform for construction personnel; a regulating component 3 is arranged at the bottom of the steel platform assembly 1, and the regulating component 3 includes a plurality of hanging ropes 34. A wall hanging template component 4 is arranged below the steel platform assembly 1, and the wall hanging template component 4 includes two wall panel molds 41, and the two wall panel molds 41 are adapted to each other. A plurality of support seats 44 are fixedly arranged on the wall panel mold 41, and the bottom end of the hanging rope 34 is clamped with the support seat 44; the regulating component 3 also includes a plurality of rotating drivers 33, and a winding wheel is fixedly arranged on the output shaft of the rotating driver 33. The top end of the hanging rope 34 is wound and fixedly arranged on the corresponding rotating driver 33, and the rotating driver 33 moves at the bottom of the steel platform assembly 1 through the bottom end of the hanging rope 34 to adjust the inclination angle of the wall panel mold 41.

[0038] It should be noted that the rotating driver 33 is configured as a motor, the steel platform assembly 1 includes multiple layers of Bailey frame steel platforms, the multiple layers of Bailey frame steel platforms are vertically arranged in sequence, the hanging frame 2 and the wall hanging template assembly 4 are both arranged at the bottom of the Bailey frame steel platform located at the bottom, a supporting power system is arranged on the outer wall of the building, the supporting power system includes multiple small-stroke cylinders, the output shafts of the small-stroke cylinders are arranged upward, the steel platform assembly 1 is fixedly arranged on the output shafts of the small-stroke cylinders, the start of the output shafts of the small-stroke cylinders is used to drive the steel platform assembly 1 to move vertically upward on the outer wall of the building, a guardrail 11 is fixedly arranged on the steel platform assembly 1, the guardrail 11 is used to provide safety protection for the uppermost Bailey frame steel platform, and an electric canopy and dust-proof ducts are arranged on the uppermost Bailey frame steel platform, which are mature existing technologies and will not be elaborated on here.

[0039] It should also be noted that the construction process is that a supporting beam is cast on the top of the wall b, and the supporting beam serves as the load-bearing core supporting the upper wall b. The wall b is constructed on the surface of the floor layer a through the wall panel mold 41, and then the floor layer mold is installed on the top of the supporting beam. Figure 5As shown in the figure, the upper floor layer a in the building is constructed, and the embedded holes a1 are reserved during the construction of the upper floor layer a. After the floor layer a in the upper floor layer mold is completely dry, the wall panel mold 41 is demolded, and the wall panel mold 41 is lifted upward as a whole by the steel platform assembly 1 to transfer the wall panel mold 41. The wall panel mold 41 is moved to the top of the upper floor layer a through the reserved embedded holes a1, and is used when the upper wall b is constructed.

[0040] Furthermore, at least four hanging ropes 34 are arranged on each wall panel mold 41, and the wall panel mold 41 is hoisted by the bottom ends of the hanging ropes 34. The four hanging ropes 34 are respectively located at the edges of the four corners of the wall panel mold 41, that is, two hanging ropes 34 are located at the top to hoist the wall panel mold 41, and two hanging ropes 34 are located at the bottom to hoist the hanging ropes 34. The bottom refers to the front and rear sides of the wall panel mold 41 close to the bottom position rather than the bottom of the wall panel mold 41. After the hanging ropes 34 hoist the wall panel mold 41, under the condition of the weight of the wall panel mold 41 itself, the inclination angle of the wall panel mold 41 can be adjusted by changing the length of the four hanging ropes 34 and the change of the top position. Figure 2 The position of the rotating driver 33 is only to show the positional relationship between the rotating driver 33 and the suspension rope 34, and does not represent the specific position of the top of the rotating driver 33 during construction.

[0041] The specific implementation scenario is as follows: if the wall b is an ordinary vertical wall, the four rotating drivers 33 on each wall panel mold 41 are located in the same vertical plane and are horizontally distributed. After the two wall panel molds 41 are demolded, the lifting rope 34 is reeled up by rotating the output shaft of the rotating driver 33, so that the wall panel mold 41 can pass through the embedded hole a1 to achieve the effect of overall transfer of the wall panel mold 41; when the wall b is constructed as an inclined wall, since the size of the embedded hole a1 should not be too large, if the wall panel mold 41 is still lifted vertically during demolding, it will not only cause the wall panel mold 41 to be stuck in the embedded hole a1, but also cause the wall panel mold 41 to cause impact damage to the inclined wall b during the upward movement. Therefore, before the inclined wall b is transferred and lifted, the two installed wall panel molds 41 are first demolded, that is, the wall panel molds 41 are removed on both sides of the inclined wall b so that the wall panel mold 41 is no longer adhered to the inclined wall b, and then as Figure 6As shown in , the top end of the hanging rope 34 connected to the lower side of the wall panel mold 41 is driven to move, gradually changing the angle of the wall panel mold 41, and in the process of changing the tilt angle of the wall panel mold 41, the rotating driver 1 33 is started, and the hanging rope 34 is lifted by rotating the output shaft of the rotating driver 1 33, and the angle of the wall panel mold 41 is fine-tuned while the wall panel mold 41 is lifted vertically by winding the hanging rope 34. It should be noted that when the hanging rope 34 is used to suspend the wall panel mold 41, the position between the top end and the wall panel mold 41 is not required. Compared with the prior art, this solution can not only lift the inclined wall panel mold 41 so that it can be smoothly transferred in batches through the embedded hole a1 when the size of the embedded hole a1 cannot be set larger, but also avoid collision between the wall panel mold 41 and the wall b during the lifting process of the wall panel mold 41, thereby avoiding damage to the wall b.

[0042] Refer to the instruction manual Figures 2 to 6 In order to facilitate driving the rotary driver 1 33 to move horizontally at the bottom of the steel platform assembly 1, specifically, the regulating assembly 3 includes a linear driver 1 31 and a linear driver 2 32. The linear driver 1 31 and the linear driver 2 32 are both arranged at the bottom of the steel platform assembly 1. A moving seat is slidably arranged on the linear driver 1 31 and the linear driver 2 32. The rotary driver 1 33 is fixedly arranged on the corresponding moving seat. The linear driver 1 31 includes a guide seat, which is fixedly arranged at the bottom of the steel platform assembly 1. The rotary driver 2 is fixedly arranged on the guide seat. The output shaft of the rotary driver 2 is fixedly arranged with a threaded rod, and the moving seat is threadedly connected with the threaded rod.

[0043] It should be noted that the rotary driver 2 is configured as a motor, the output shaft of the motor is fixedly set to the threaded rod, and the linear driver 2 32 is configured in the same manner as the linear driver 1 31 , and the linear driver 2 32 also drives the rotary driver 1 33 to move at the bottom of the steel platform assembly 1 through the transmission of the motor output shaft.

[0044] It should also be noted that by starting the linear drive 1 31 and the linear drive 2 32, the rotary drive 1 33 can be moved horizontally at the bottom of the steel platform assembly 1. Another set of linear drive 1 31 and linear drive 2 32 can also be set at the bottom of the steel platform assembly 1, so that the rotary drive 1 33 can not only move horizontally left and right at the bottom of the steel platform assembly 1, but also move horizontally in the front and back directions.

[0045] Refer to the instruction manual Figures 2 to 4In order to improve the construction quality of the wall body b, specifically, a fixing seat 42 is fixedly provided on each of the two wall panel molds 41, a positioning rod 43 is rotatably provided on the fixing seat 42, a bolt is threadedly connected on the positioning rod 43, and the positioning rod 43 is clamped with the corresponding fixing seat 42. A hook is fixedly provided at the bottom end of the suspension rope 34, and a rectangular hole is opened on the support seat 44, and the hook is clamped in the rectangular hole.

[0046] It should be noted that when assembling two wall panel molds 41, first align the two wall panel molds 41, then rotate the positioning rod 43 so that the positioning rod 43 is located on the corresponding fixing seat 42, and then rotate the bolt on the positioning rod 43 to lock the fixing seat 42 and the positioning rod 43 through the bolt, thereby realizing the assembly of the two wall panel molds 41.

[0047] It should also be noted that the two support seats 44 at the bottom may have rectangular holes or round holes for hook hanging, while the two support seats 44 at the top may only have rectangular holes for hook hanging.

[0048] Refer to the instruction manual Figures 7 to 9 The wall panel mold 41 is hoisted by the hoisting rope 34. The hoisting rope 34 is a flexible material. When the wall panel mold 41 is hoisted, it is in a taut state under the action of gravity. In the process of the upward transfer of the wall panel mold 41 in high-rise building construction, it is inevitable to encounter crosswind. In the early stage of the upward movement of the wall panel mold 41 by the hoisting rope 34, the hoisting rope 34 between the rotating driver 33 and the wall panel mold 41 is relatively long. Since the hoisting rope 34 is a non-rigid material, the wall panel mold 41 will swing due to the crosswind, and the hoisting rope 34 between the rotating driver 33 and the wall panel mold 41 can be regarded as a simple lever system. In the swinging process of the wall panel mold 41, the longer hoisting rope 34 provides a larger "force arm", which means The wall panel mold 41 will have a larger range of movement when subjected to the same wind force, causing the wall panel mold 41 to collide with the wall b or the inner wall of the embedded hole a1 during the upward movement, which will not only damage the wall panel mold 41, but also may damage the concrete structure of the wall b and the embedded hole a1. To avoid the above situation, specifically, a positioning assembly 5 is provided on the rotary driver 1 33, and the positioning assembly 5 includes a connecting seat 51, which is fixedly arranged on the rotary driver 1 33, and a limit seat 511 is fixedly arranged on the connecting seat 51, and a ball 52 is hingedly arranged in the limit seat 511, and a hollow sleeve 53 is fixedly arranged on the ball 52, and the hanging rope 34 is located in the hollow sleeve 53. A linear driver 3 54 is fixedly arranged at the bottom of the connecting seat 51, and a positioning seat 55 is fixedly arranged on the output shaft of the linear driver 3 54, and a through hole is opened on the limit seat 511, and the linear driver 3 54 is used to drive the positioning seat 55 to move toward the ball 52. The positioning seat 55 is provided with an arc-shaped surface on one side facing the sphere 52 , and a plurality of anti-slip protrusions are fixedly provided on the arc-shaped surface, and the plurality of anti-slip protrusions are arranged at equal distances.

[0049] It should be noted that the linear drive 3 54 is configured as a cylinder, and the movement of the cylinder output shaft is used to drive the positioning seat 55 to move.

[0050] It should also be noted that during the left and right movement of the rotating driver 33, the ball 52 rolls in the limit seat 511, and the hollow sleeve 53 can automatically adjust the angle between it and the wall panel mold 41 according to the direction of the hanging rope 34, and the setting of the hollow sleeve 53 makes the hanging rope 34 located in the hollow sleeve 53, and the hollow sleeve 53 can provide hard support for the hanging rope 34, "shortening" the length of the hanging rope 34, that is, shortening the "force arm" of the hanging rope 34. When the position adjustment of the rotating driver 33 is completed, the linear drive is started. Three 54, the output shaft of the linear drive three 54 moves toward the sphere 52, and when the positioning seat 55 contacts the sphere 52, the friction between the positioning seat 55 and the sphere 52 is relatively large, so the sphere 52 can be positioned, and the hollow sleeve 53 cooperates to provide rigid support for the lifting rope 34. Even if cross winds are encountered during the installation of the wall panel mold 41, the "lever arm" can be shortened to reduce the swing amplitude of the wall panel mold 41, thereby preventing the wall panel mold 41 from causing damage to the concrete structure. If the cross winds are too strong, the upward transfer of the wall panel mold 41 should be stopped.

[0051] Refer to the instruction manual Figures 7 to 9 In order to further reduce the shaking of the wall panel mold 41 caused by cross wind, specifically, a linear driver 4 56 is fixedly provided on the hollow sleeve 53, an extension tube is slidably provided in the hollow sleeve 53, the output shaft of the linear driver 4 56 is fixedly provided on the extension tube, and the suspension rope 34 is located in the extension tube.

[0052] It should be noted that the linear drive 456 is configured as a cylinder, and the output shaft of the cylinder is fixed to the extension tube.

[0053] It should also be noted that when the linear drive four 56 is started, the mobile drive extension tube of the output shaft of the linear drive four 56 slides out of the hollow sleeve 53. After the hollow sleeve 53 and the linear drive four 56 are expanded, the sleeve length between the suspension rope 34 can be extended, further shortening the "lever arm" mentioned above, and providing rigid support for more suspension ropes 34.

[0054] Refer to the instruction manual Fig.10 A construction method of a building construction machine for high-rise building construction, specifically, comprises the following steps:

[0055] Step 1: When constructing the inclined wall b, assemble two wall panel molds 41 on the floor layer a and position the inclined wall panel mold 41, then pour concrete into the wall panel mold 41 to construct the wall b;

[0056] Step 2: Install a floor mold on the top of the supporting beams and columns on the floor a, and pour concrete into the floor mold to construct the upper floor a. When constructing the floor a, a pre-buried hole a1 is reserved, and the pre-buried hole a1 is located above the wall panel mold 41;

[0057] Step 3: After the upper floor layer a solidifies and dries, the wall panel mold 41 on the wall b is separated first, and then the rotary drive 1 33 is moved by the linear drive 1 31 and the linear drive 2 32. The movement of the rotary drive 1 33 drives the top end of the suspension rope 34 to move and adjust the angle of the wall panel mold 41;

[0058] Step 4: Then start the rotary driver 1 33, and the rotary driver 1 33 reels the suspension rope 34, so that the wall panel mold 41 moves upward in the embedded hole a1, and the wall panel mold 41 passes through the upper floor layer a.

[0059] The above embodiments only express several implementation methods of the present invention, and the descriptions thereof are relatively specific and detailed, but they cannot be understood as limiting the scope of the present invention. It should be pointed out that, for those of ordinary skill in the art, several variations and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present invention.

Claims

1. A building construction machine for high-rise building construction, It is characterized in that It comprises a steel platform assembly (1), wherein a hanging frame (2) is provided at the bottom of the steel platform assembly (1), and the hanging frame (2) is used to provide a working platform for construction personnel; A regulating component (3) is provided at the bottom of the steel platform assembly (1), the regulating component (3) comprising a plurality of hanging ropes (34); a wall hanging template component (4) is provided below the steel platform assembly (1), the wall hanging template component (4) comprising two wall panel molds (41), the two wall panel molds (41) being adapted to each other, a plurality of support seats (44) being fixedly provided on the wall panel molds (41), the bottom ends of the hanging ropes (34) being clamped to the support seats (44); The regulating component (3) further comprises a plurality of rotary drive units (33), the output shaft of each rotary drive unit (33) being fixedly provided with a winding wheel, the top end of each hanging rope (34) being wound around and fixedly provided on a corresponding rotary drive unit (33), and the rotary drive unit (33) being moved at the bottom of the steel platform assembly (1) to adjust the inclination angle of the wall panel mould (41) via the bottom end of the hanging rope (34); The first rotary driver (33) is provided with a positioning assembly (5), the positioning assembly (5) comprising a connecting seat (51), the connecting seat (51) being fixedly arranged on the first rotary driver (33), a limit seat (511) being fixedly arranged on the connecting seat (51), a sphere (52) being hingedly arranged inside the limit seat (511), a hollow sleeve (53) being fixedly arranged on the sphere (52), and the suspension rope (34) being located inside the hollow sleeve (53); A linear drive three (54) is fixedly provided at the bottom of the connecting seat (51), a positioning seat (55) is fixedly provided on the output shaft of the linear drive three (54), a through hole is provided on the limit seat (511), and the linear drive three (54) is used to drive the positioning seat (55) to move toward the sphere (52); A linear drive four (56) is fixedly arranged on the hollow sleeve (53), an extension tube is slidably arranged inside the hollow sleeve (53), an output shaft of the linear drive four (56) is fixedly arranged on the extension tube, and the suspension rope (34) is located inside the extension tube.

2. A building construction machine for high-rise building construction according to claim 1, Features: The regulating component (3) comprises a linear drive 1 (31) and a linear drive 2 (32), wherein the linear drive 1 (31) and the linear drive 2 (32) are both arranged at the bottom of the steel platform assembly (1), and a movable seat is slidably arranged on the linear drive 1 (31) and the linear drive 2 (32), and the rotary drive 1 (33) is fixedly arranged on the corresponding movable seat.

3. A building construction machine for high-rise building construction according to claim 2, Features: A fixing seat (42) is fixedly arranged on each of the two wall panel moulds (41), a positioning rod (43) is rotatably arranged on the fixing seat (42), a bolt is threadedly connected to the positioning rod (43), and the positioning rod (43) is clamped with the corresponding fixing seat (42).

4. A building construction machine for high-rise building construction according to claim 3, Features: The linear drive 1 (31) comprises a guide seat, the guide seat is fixedly arranged at the bottom of the steel platform assembly (1), a rotary drive 2 is fixedly arranged on the guide seat, a threaded rod is fixedly arranged on the output shaft of the rotary drive 2, and the movable seat is threadedly connected to the threaded rod.

5. A building construction machine for high-rise building construction according to claim 4, Features: A hook is fixedly provided at the bottom end of the suspension rope (34), a rectangular hole is provided on the support seat (44), and the hook is clamped in the rectangular hole.

6. A building construction machine for high-rise building construction according to claim 5, Features: The positioning seat (55) is provided with an arc-shaped surface on one side facing the sphere (52), and a plurality of anti-slip protrusions are fixedly provided on the arc-shaped surface, and the plurality of anti-slip protrusions are arranged at equal distances from each other.

7. A construction method of the building construction machine for high-rise building construction as claimed in claim 6, It is characterized in that The following steps are involved: Step 1: When constructing the inclined wall (b), assemble two wall panel molds (41) on the floor layer (a) and position the inclined wall panel mold (41), then pour concrete into the wall panel mold (41) to construct the wall (b); Step 2: a floor slab mold is laid on the top of the supporting beam column on the floor slab layer (a), and concrete is poured into the floor slab mold to construct the upper floor slab layer (a). When constructing the upper floor slab layer (a), a pre-buried hole (a1) is reserved, and the pre-buried hole (a1) is located above the wall panel mold (41); Step 3: After the upper floor layer (a) solidifies and dries, the wall panel mold (41) on the wall (b) is first adjusted, and then the output shafts of the linear drive 1 (31) and the linear drive 2 (32) are rotated to drive the rotary drive 1 (33) to move, and the movement of the rotary drive 1 (33) drives the top end of the suspension rope (34) to move, thereby adjusting the angle of the wall panel mold (41); Step 4: Then, the rotary drive 1 (33) is started, and the rotary drive 1 (33) reels the suspension rope (34), so that the wall panel mold (41) moves upward in the embedded hole (a1), so that the wall panel mold (41) passes through the upper floor layer (a).

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