Building, dismantling and building lifting integrated construction equipment and method

Abstract

The invention relates to the technical field of building construction, and discloses building, dismantling and building lifting integrated construction equipment and method.The building, dismantling and building lifting integrated construction equipment comprises a wall body, a bearing frame and a formwork, an operation platform is fixed to one side of the bearing frame, a plurality of supporting rods and a plurality of sliding bases are fixed to the other side of the bearing frame, supporting steel columns are slidably arranged on one sides of the sliding bases, and the supporting steel columns are arranged on the wall body; a movable pulley is fixed to the inner top wall of the supporting steel column, a fixed pulley and a winch which are fixed to the upper side of the cross beam are arranged on the outer side of the supporting steel column, and a steel wire rope is fixed to the lower side of the movable pulley. The equipment is alternately supported through the supporting rod and the bearing hanging rod, and the supporting steel column and the working platform are driven to alternately and vertically move through cooperation of the winch, the steel wire rope, the movable pulley and the fixed pulley, so that the problems that existing equipment is specially designed to climb or descend and is complex in structure, poor in universality and inconvenient to use are solved. And various construction requirements in the current complex environment cannot be met.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, specifically to integrated construction equipment and methods for building construction, demolition, and building lifting. Background Technology

[0002] With the continuous advancement of urbanization, the stock of high-rise and super high-rise buildings in the core urban areas is constantly increasing. The need for the renovation and upgrading of existing buildings and the safe demolition of aging buildings is becoming increasingly urgent. At the same time, the requirements for construction efficiency, safety and stability, and multi-functional adaptability of new super high-rise projects are also significantly increasing.

[0003] In the field of building construction, integral steel platform formwork equipment is usually used for building construction, and lifting and climbing scaffolding and manual tools are used to dismantle the building layer by layer. However, the power system of the above equipment is a special climbing or lowering design, and the structure is complex and has poor versatility, which cannot adapt to the various construction needs in the current complex environment. Summary of the Invention

[0004] To address the shortcomings of existing technologies, this invention provides integrated construction equipment and methods for building construction, demolition, and building lifting, solving the problems that existing equipment is designed for dedicated climbing or lowering, has a complex structure, poor versatility, and cannot adapt to the diverse construction needs in today's complex environments.

[0005] To achieve the above objectives, the present invention provides the following technical solution: an integrated construction, demolition, and building lifting equipment, comprising a wall, a load-bearing frame, and a formwork. A working platform is fixed to one side of the load-bearing frame, and multiple support rods and multiple sliding blocks are fixed to the other side. A supporting steel column slides along one side of each sliding block. A support opening for fixing the support rods is provided on one side of the wall. A crossbeam is installed above the load-bearing frame. The upper outer walls of the multiple sliding blocks are fixed to the inner wall of the crossbeam. A movable pulley is fixed to the inner top wall of the supporting steel column. A fixed pulley and a winch are installed on the outer side of the supporting steel column, fixed to the upper side of the crossbeam. A wire rope is fixed to the lower side of the movable pulley. The outer wall of the wire rope sequentially wraps around and adheres to the outer wall of the movable pulley of the fixed pulley, and its other end is fixed to the output end of the winch. A hanging rod assembly is provided on one side of the supporting steel column, the hanging rod assembly including a load-bearing hanging rod rotatably connected to one side of the supporting steel column.

[0006] Through the above technical solution, by alternating the connection of the wall, support rods, and load-bearing hanging rods, and driven by the output end of the winch, the wire rope drives the support steel column and the working platform to move vertically alternately through the cooperation of the moving pulley and the fixed pulley, thereby realizing the composite functions of construction, dismantling and lifting of the equipment.

[0007] Preferably, the wall has two layers, and one side of both layers of the wall is attached to the support rod on the load-bearing frame through a support opening. Multiple connecting ropes are fixed on the upper side of the template, and a fixing rod is attached to the outer wall of the connecting rope. One end of the fixing rod is fixed to the upper end of the supporting steel column.

[0008] Preferably, a limiting rod slides on the lower side of the end of the load-bearing hanging rod away from the crossbeam, a limiting block is fixed at the upper end of the limiting rod, the lower side of the limiting block is in contact with the upper side of the load-bearing hanging rod, a plurality of abutment rods are fixed on one side of the supporting steel column, a universal ball is fixed on one side of the abutment rod, and the outer wall of the universal ball is in contact with one side of the wall.

[0009] Preferably, a guide block is slidably connected inside the supporting steel column, the outer wall of the guide block is in contact with the outer wall of the load-bearing hanging rod, a push rod is fixed at the end of the guide block away from the load-bearing hanging rod, a trigger block is in contact with the outer wall of the push rod, the outer wall of the trigger block is slidably connected to the inner side of the slide block, and a compression spring is fixed between the outer wall of the trigger block and the inner wall of the slide block.

[0010] Preferably, a second spring is provided on the outside of the push rod, and the two ends of the second spring are fixed between the guide block and the support steel column. A limit slider slides on the inner wall of the support steel column. A first spring is fixed between the outer wall of the limit slider and the inner wall of the support steel column. A reset rod is fixed on one side of the limit slider. The outer wall of the reset rod passes through one side of the support steel column. The lower side of the limit slider is in contact with the outer wall of the load-bearing hanging rod.

[0011] Preferably, a magnet is attached to the side of the limiting block away from the load-bearing hanging rod, and the magnet is fixed inside the supporting steel column.

[0012] Preferably, a second limiting block slides on the lower side of the support rod, the outer wall of the second limiting block is in contact with the inner bottom wall of the support opening, a limiting plate is fixed to the outer wall of the support rod, and one side of the limiting plate is in contact with one side of the load-bearing frame.

[0013] Preferably, the inner wall of the support rod is threadedly connected to a screw rod, and one side of the limiting block two is provided with a guide groove that slides with one end of the screw rod, and the other end of the screw rod passes through the outer wall of the support rod.

[0014] Preferably, a top block is fixed to the upper end of the supporting steel column, and the fixed rod and the movable pulley are both fixed to the outer wall of the top block.

[0015] A method for constructing, demolishing, and elevating integrated construction equipment includes the following steps: S1. When using this equipment to construct a building, firstly, pour the first layer of wall on the ground and reserve the support openings. Then, through the cooperation of the support rods and the support openings, connect and fix the equipment to the wall. After pouring the second layer of wall through the working platform, use a winch to drive the wire rope to pull the support steel column up one layer, and at the same time, drive the formwork to a position that does not interfere with the rotation of the load-bearing hanging rod. Through the cooperation of the load-bearing hanging rod, the stop rod, and the limit rod, the second layer of wall supports the support steel column. At this time, remove the support rod of the first layer. Use a winch to drive the wire rope to pull the slide and the working platform up to the third layer. Then, pass the support rod through the load-bearing frame and insert it into the support opening in the second layer to support the equipment. Then, rotate the load-bearing hanging rod to release the support of the wall to the support steel column and start the construction of the third layer of wall. S2. When using this equipment to demolish a building, the load-bearing hanging rod, the stop rod, and the limit rod work together to place the load-bearing hanging rod on the top of the top wall to support the equipment. Then, the top wall is partially demolished, leaving two or more load-bearing hanging rods to support the equipment. After the remaining parts are demolished to the next floor, the wire rope is driven by a winch to move the dismantled load-bearing hanging rods to the next floor wall to support the equipment. Then, the top wall is completely demolished. Repeat the above steps to complete the overall demolition of the building. S3. When using this equipment to lift a building, the equipment is fixed to the ground on all four sides of the building. The ground provides support for the equipment, connecting the building's perimeter with the supporting steel columns. Driven by a winch, the supporting steel columns are raised to a preset position, and then the support rods are inserted into the bottom of the building to complete the lifting of the building.

[0016] This invention provides an integrated construction equipment and method for building construction, demolition, and building lifting. It has the following beneficial effects: 1. This invention uses support rods and load-bearing hanging rods to alternately support the equipment. Driven by the output end of the winch, the wire rope drives the support steel column and the working platform to move vertically alternately through the cooperation of moving pulleys and fixed pulleys. This solves the problem that existing equipment is designed for special climbing or lowering, has a complex structure, poor versatility, and cannot adapt to the various construction needs in today's complex environment.

[0017] 2. This invention achieves rapid support of the equipment by the wall through the relative sliding of the supporting steel column and the sliding seat, which causes the trigger block to press against the push rod, pushes the guide block to press the load-bearing hanging rod to rotate, so that the load-bearing hanging rod and the wall are in close contact.

[0018] 3. This invention uses the cooperation of spring two to drive the guide block to reset, and locks the load-bearing hanging rod through the limit slider, thereby achieving rapid locking of the load-bearing hanging rod and improving equipment stability. Furthermore, by moving the reset rod, the limit slider is moved to release the lock on the load-bearing hanging rod, thus achieving rapid reset of the load-bearing hanging rod. Attached Figure Description

[0019] Figure 1 This is a three-dimensional structural diagram of the present invention; Figure 2 This is a schematic diagram of the cross-sectional structure of the supporting steel column of the present invention; Figure 3 for Figure 2 Schematic diagram at point A in the middle; Figure 4 for Figure 2 Schematic diagram at point B in the middle; Figure 5 This is a three-dimensional structural diagram of the supporting steel column of the present invention; Figure 6 for Figure 5 Diagram at point C; Figure 7 This is a partial cross-sectional schematic diagram of the support rod of the present invention; Figure 8 This is a schematic diagram of the dismantling mode structure of the present invention.

[0020] The components include: 1. Wall; 2. Load-bearing frame; 3. Supporting steel column; 4. Moving pulley; 5. Steel wire rope; 6. Crossbeam; 7. Fixed pulley; 8. Winch; 9. Slide seat; 10. Working platform; 11. Support rod; 12. Support opening; 13. Hanging rod assembly; 130. Load-bearing hanging rod; 131. Spring 1; 132. Reset rod; 133. Limiting slider; 134. Guide block; 135. Spring 2; 136. Push rod; 137. Trigger block; 138. Compression spring; 14. Abutment rod; 15. Universal ball bearing; 16. Limiting rod; 17. Template; 18. Limiting block 1; 19. Top block; 20. Fixing rod; 21. Connecting rope; 22. Magnet; 23. Limiting plate; 24. Limiting block 2; 25. Guide groove; 26. Screw. Detailed Implementation

[0021] The technical solution of the present invention will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0022] Please see the appendix Figure 1 Appendix Figure 2 Appendix Figure 3 and attached Figure 8 This invention provides an integrated construction equipment for building, demolition, and lifting, including a wall 1, a load-bearing frame 2, and a formwork 17. A working platform 10 is fixed to one side of the load-bearing frame 2, and multiple support rods 11 and multiple sliding blocks 9 are fixed to the other side of the load-bearing frame 2. Supporting steel columns 3 slide on one side of each sliding block 9. A support opening 12 is provided on one side of the wall 1 to accommodate the support rods 11. A crossbeam 6 is installed above the load-bearing frame 2, and the upper outer walls of the multiple sliding blocks 9 are all fixed to the crossbeam 6. The inner wall of the supporting steel column 3 is fixed with a movable pulley 4. The outer side of the supporting steel column 3 is provided with a fixed pulley 7 and a winch 8 fixed on the upper side of the crossbeam 6. A steel wire rope 5 is fixed on the lower side of the movable pulley 4. The outer wall of the steel wire rope 5 passes around and fits against the outer wall of the movable pulley 4 of the fixed pulley 7, and its other end is fixed to the output end of the winch 8. A hanging rod assembly 13 is provided on one side of the supporting steel column 3. The hanging rod assembly 13 includes a load-bearing hanging rod 130 rotatably connected to one side of the supporting steel column 3. In this embodiment, Figure 1 The directions are front, back, left, and right. Specifically, when using this equipment for construction, the equipment is connected and fixed to the solidified wall 1 via the support rod 11. The work platform 10 is used to perform operations such as steel bar binding and formwork 17 fixing on the wall 1 to be poured. Then, the second layer of wall 1 is poured. After the pouring is completed and solidified, the output end of the winch 8 drives the wire rope 5 to move the support steel column 3 one layer upward through the cooperation of the movable pulley 4 and the fixed pulley 7. The load-bearing hanging rod 130 is rotated so that the second layer of wall 1 supports the load-bearing hanging rod 130, thereby supporting the equipment. Then, the support rod 11 of the first layer is removed. The winch 8 is used again to drive the equipment to move one layer upward. The equipment is fixed to the second layer of wall 1 again via the support rod 11. At the same time, the fixation between the second layer of wall 1 and the load-bearing hanging rod 130 is released. Then, the third layer of wall 1 is constructed. The above steps are repeated to complete the construction of the building. When using this equipment for dismantling, place the load-bearing hanging rod 130 on top of the top wall 1 to support the equipment, and begin dismantling the top wall 1 in sections, so that no less than two load-bearing hanging rods 130 support the equipment through the top wall 1. Dismantle the top wall 1 at the positions of the remaining load-bearing hanging rods 130 to the next floor. Drive the wire rope 5 to rotate by the winch 8, so that the dismantled load-bearing hanging rods 130 move to the next floor wall 1 to support the equipment. Then completely dismantle the top wall 1. Repeat the above steps to complete the overall demolition of the building. When using this equipment to lift and lower a building, the equipment is fixed to the ground on all four sides of the building. Driven by the winch 8, the supporting steel column 3 lifts the building to the preset position. Then, the support rod 11 is inserted into the bottom of the building to complete the lifting of the building. This solves the problem that existing equipment is designed for special climbing or lowering, has a complex structure, poor versatility, and cannot adapt to the various construction needs in the current complex environment.

[0023] Please see the appendix Figure 1 Appendix Figure 2 and attached Figure 5 The wall 1 has two layers. One side of both layers of wall 1 is attached to the support rod 11 on the load-bearing frame 2 through the support opening 12. Multiple connecting ropes 21 are fixed on the upper side of the template 17. The outer wall of the connecting rope 21 is attached to the fixing rod 20. One end of the fixing rod 20 is fixed to the upper end of the support steel column 3. Specifically, based on the above embodiment, after the second layer of wall 1 is poured, the supporting steel column 3 rises, and the load-bearing hanging rod 130 is fixed to the second layer of wall 1, the formwork 17 on the front side of the second layer of wall 1 cannot rise synchronously with the equipment due to the presence of the load-bearing hanging rod 130 above it, making it difficult to rotate. Therefore, by setting the connecting rope 21, when the supporting steel column 3 rises, the connecting rope 21 is driven to rise through the fixing rod 20, thereby driving the formwork 17 to rise synchronously to the third layer without interfering with the rotation of the load-bearing hanging rod 130. This achieves convenient turnover and reuse of the formwork 17, and also improves the demolding efficiency of the formwork 17.

[0024] Please see the appendix Figure 1 Appendix Figure 2 and attached Figure 3 A limit rod 16 slides on the lower side of the end of the load-bearing hanging rod 130 away from the crossbeam 6. A limit block 18 is fixed at the upper end of the limit rod 16. The lower side of the limit block 18 is in contact with the upper side of the load-bearing hanging rod 130. Multiple abutment rods 14 are fixed on one side of the supporting steel column 3. A universal ball bearing 15 is fixed on one side of the abutment rod 14. The outer wall of the universal ball bearing 15 is in contact with one side of the wall 1. Specifically, by sliding the load-bearing hanging rod 130 and the limiting rod 16, the contact area between the limiting rod 16 and the wall 1 can be increased, improving the stability of the connection. When the wall 1 supports the load-bearing hanging rod 130, the tension of the equipment on the load-bearing hanging rod 130 is transmitted to the wall 1 through the contact between the rear side of the limiting rod 16 and the rear side of the wall 1. Furthermore, the equipment maintains a certain degree of verticality by pressing the front side of the wall 1 through the abutment rod 14 and the universal ball bearing 15, thereby helping to improve the stability of the equipment.

[0025] Please see the appendix Figure 6The inner wall of the supporting steel column 3 is slidably connected to a guide block 134. The outer wall of the guide block 134 is in contact with the outer wall of the load-bearing hanging rod 130. A push rod 136 is fixed at the end of the guide block 134 away from the load-bearing hanging rod 130. A trigger block 137 is in contact with the outer wall of the push rod 136. The outer wall of the trigger block 137 is slidably connected to the inner side of the slide block 9. A compression spring 138 is fixed between the outer wall of the trigger block 137 and the inner wall of the slide block 9. Specifically, the guide block 134 is inclined on the upper side away from the slide block 9, and the trigger block 137 is curved on the side away from the slide block 9. There are two trigger blocks 137, located at the upper and lower ends of one side of the slide block 9. When the building is being constructed, after the winch 8 drives the support steel column 3 to move upward a certain distance, the relative sliding between the support steel column 3 and the slide block 9 causes the trigger block 137 to slide in and press the push rod 136 into the interior of the support steel column 3 through the rebound of the compression spring 138, thereby pushing the guide block 134. The rear end of the load-bearing hanging rod 130 is rotated by the pressure of the 34, which realizes the automatic fitting connection between the load-bearing hanging rod 130 and the wall 1. The guide block 134 then slides into the space between the rear side of the load-bearing hanging rod 130 and the supporting steel column 3, interfering with the load-bearing hanging rod 130. When the building is demolished, the supporting steel column 3 slides downward, causing the trigger block 137 below to press the load-bearing hanging rod 130 to rotate, completing the fitting connection between the load-bearing hanging rod 130 and the wall 1 during demolition, thereby realizing the limit locking of the load-bearing hanging rod 130.

[0026] Please see the appendix Figure 4 Appendix Figure 5 and attached Figure 6 A second spring 135 is provided on the outside of the push rod 136. The two ends of the second spring 135 are fixed between the guide block 134 and the support steel column 3. The inner wall of the support steel column 3 slides a limit slider 133. A first spring 131 is fixed between the outer wall of the limit slider 133 and the inner wall of the support steel column 3. A reset rod 132 is fixed on one side of the limit slider 133. The outer wall of the reset rod 132 passes through one side of the support steel column 3. The lower side of the limit slider 133 is in contact with the outer wall of the load-bearing hanging rod 130. Specifically, based on the above embodiment, after the guide block 134 locks the load-bearing hanging rod 130, the continued relative sliding of the supporting steel column 3 and the slide block 9, as well as the vibration of the equipment, cause the load-bearing hanging rod 130 to be not securely locked, and reset is difficult. Therefore, by setting spring two 135, when the load-bearing hanging rod 130 rotates to the upper side of the wall 1, the rebound of spring one 131 drives the limiting slider 133 to slide to the upper side of the load-bearing hanging rod 130, locking and limiting the load-bearing hanging rod 130. The trigger block 137 slides on the outer wall of the supporting steel column 3 and is no longer in contact with the push rod 136. Through the rebound of the second spring 135, the guide block 134 is pushed back to its original position, and the load-bearing hanging rod 130 is no longer locked. Thus, while improving the stability of the equipment, the load-bearing hanging rod 130 is also locked. When it is necessary to reset, the reset rod 132 is moved to drive the limit slider 133 back to its original position, so that the load-bearing hanging rod 130 can be rotated and reset, thus realizing the convenient reset of the load-bearing hanging rod 130.

[0027] Please see the appendix Figure 5 A magnet 22 is attached to the side of the limiting block 18 away from the load-bearing hanging rod 130, and the magnet 22 is fixed inside the supporting steel column 3. Specifically, when the load-bearing hanging rod 130 rotates back into the supporting steel column 3, the vibration during construction causes the rotation of the load-bearing hanging rod 130 to interfere with the construction. Therefore, by setting the magnet 22, when the load-bearing hanging rod 130 rotates back into the supporting steel column 3, the limiting block 18 and the magnet 22 are attracted together to fix the load-bearing hanging rod 130, thereby solving the problem of the load-bearing hanging rod 130 interfering with the construction due to the vibration during construction.

[0028] Please see the appendix Figure 1 and attached Figure 7 The lower side of the support rod 11 has a sliding limit block 24. The outer wall of the limit block 24 is in contact with the inner bottom wall of the support opening 12. The outer wall of the support rod 11 is fixed with a limit plate 23. One side of the limit plate 23 is in contact with one side of the load-bearing frame 2. Specifically, by passing the outer walls of the support rod 11 through the front and rear sides of the load-bearing frame 2 and allowing the support rod 11 to slide into the support opening 12, the limiting block 24 moves downward under the action of gravity, and its outer wall fits into the inner wall of the support opening 12. Meanwhile, the limiting plate 23 fixed to the rear side of the support rod 11 fits into the front side of the load-bearing frame 2, thereby completing the fixation of the equipment.

[0029] Please see the appendix Figure 1 and attached Figure 7 The inner wall of the support rod 11 is threadedly connected to a screw 26. One side of the limiting block 24 is provided with a guide groove 25 that slides with one end of the screw 26. The other end of the screw 26 passes through the outer wall of the support rod 11. Specifically, when it is necessary to remove the support rod 11, by rotating the screw 26 and cooperating with the guide groove 25, the limiting block 24 is pushed back into the support rod 11, and then the support rod 11 is pulled out, thus completing the convenient removal of the support rod 11.

[0030] Please see the appendix Figure 5 The upper end of the supporting steel column 3 is fixed with a top block 19, and the fixed rod 20 and the movable pulley 4 are both fixed to the outer wall of the top block 19. Specifically, the top block 19 provides support for the fixed rod 20 and the movable pulley 4, and provides space for the movement of the wire rope 5, thereby helping to improve the efficiency of the equipment.

[0031] Workflow: When using this equipment to construct a building, the equipment is supported by the support opening 12 on the first-floor wall 1. After the second-floor wall 1 is poured using the working platform 10 and the formwork 17, the winch 8 drives the wire rope 5 to pull the supporting steel column 3 up one floor, simultaneously raising the formwork 17 to a position that does not interfere with the rotation of the load-bearing hanging rod 130. During this process, the trigger block 137 pressurizes the guide block 134, causing the load-bearing hanging rod 130 to rotate to the upper side of the second-floor wall 1. At the same time, the limit slider 1... 33. Lock the position of the load-bearing hanging rod 130 so that the second layer wall 1 supports the supporting steel column 3. At this time, remove the support rod 11 of the first layer and drive the equipment to the third layer by the winch 8. Pass the support rod 11 through the load-bearing frame 2 and insert it into the support hole 12 in the second layer to support the equipment. Move the reset rod 132 to release the lock on the load-bearing hanging rod 130. Rotate the load-bearing hanging rod 130 to release the support of the wall 1 on the supporting steel column 3 and start the construction of the third layer wall 1. When using this equipment to demolish a building, the load-bearing hanging rod 130 is placed on the top of the top wall 1 to support the equipment. The top wall 1 is then dismantled in sections, so that the top wall 1 supports part of the load-bearing hanging rod 130. After the remaining load-bearing hanging rods 130 are removed to the next floor, the winch 8 drives the wire rope 5 to rotate, so that the dismantled load-bearing hanging rods 130 are moved to the next floor wall 1 to support the equipment. Then the top wall 1 is completely dismantled. The above steps are repeated to complete the overall demolition of the building. When using this equipment to lift a building, the equipment is fixed to the ground on all four sides of the building, and the ground provides support for the equipment. This connects the building to the supporting steel columns 3. Driven by the winch 8, the supporting steel columns 3 are raised to a preset position. Then, the support rod 11 is inserted into the bottom of the building to complete the lifting of the building. This achieves the combined functions of construction, dismantling and lifting of the equipment.

[0032] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. An integrated construction equipment for building, demolition, and construction lifting, comprising a wall (1), a load-bearing frame (2), and a formwork (17), wherein a working platform (10) is fixed on one side of the load-bearing frame (2), characterized in that, On the other side of the load-bearing frame (2), multiple support rods (11) and multiple slides (9) are fixed. A supporting steel column (3) slides on one side of the slide (9). A supporting opening (12) for fixing the support rods (11) is opened on one side of the wall (1). A crossbeam (6) is set above the load-bearing frame (2). The upper outer walls of the multiple slides (9) are fixed to the inner wall of the crossbeam (6). A movable pulley (4) is fixed to the inner top wall of the supporting steel column (3). The outer side is provided with a fixed pulley (7) and a winch (8) fixed on the upper side of the crossbeam (6). A steel wire rope (5) is fixed on the lower side of the movable pulley (4). The outer wall of the steel wire rope (5) passes around and fits against the outer wall of the movable pulley (4) of the fixed pulley (7), and its other end is fixed to the output end of the winch (8). A hanging rod assembly (13) is provided on one side of the supporting steel column (3). The hanging rod assembly (13) includes a load-bearing hanging rod (130) rotatably connected to one side of the supporting steel column (3).

2. The integrated construction, demolition, and building lifting equipment according to claim 1, characterized in that, The wall (1) has two layers. One side of both layers of the wall (1) is attached to the support rod (11) on the load-bearing frame (2) through the support opening (12). Multiple connecting ropes (21) are fixed on the upper side of the template (17). A fixing rod (20) is attached to the outer wall of the connecting rope (21). One end of the fixing rod (20) is fixed to the upper end of the support steel column (3).

3. The integrated construction, demolition, and building lifting equipment according to claim 1, characterized in that, The load-bearing hanging rod (130) has a sliding limit rod (16) at the lower end away from the crossbeam (6). The upper end of the limit rod (16) is fixed with a limit block (18). The lower side of the limit block (18) is in contact with the upper side of the load-bearing hanging rod (130). A plurality of abutment rods (14) are fixed on one side of the supporting steel column (3). A universal ball bearing (15) is fixed on one side of the abutment rod (14). The outer wall of the universal ball bearing (15) is in contact with one side of the wall (1).

4. The integrated construction, demolition, and building lifting equipment according to claim 1, characterized in that, The supporting steel column (3) is internally slidably connected to a guide block (134). The outer wall of the guide block (134) is in contact with the outer wall of the load-bearing hanging rod (130). A push rod (136) is fixed at one end of the guide block (134) away from the load-bearing hanging rod (130). A trigger block (137) is attached to the outer wall of the push rod (136). The outer wall of the trigger block (137) is slidably connected to the inner side of the slide block (9). A compression spring (138) is fixed between the outer wall of the trigger block (137) and the inner wall of the slide block (9).

5. The integrated construction, demolition, and building lifting equipment according to claim 4, characterized in that, The push rod (136) is provided with a second spring (135) on its outside. The two ends of the second spring (135) are fixed between the guide block (134) and the support steel column (3). The inner wall of the support steel column (3) is slidably limited by a slider (133). A first spring (131) is fixed between the outer wall of the slider (133) and the inner wall of the support steel column (3). A reset rod (132) is fixed on one side of the slider (133). The outer wall of the reset rod (132) passes through one side of the support steel column (3). The lower side of the slider (133) is in contact with the outer wall of the load-bearing hanging rod (130).

6. The integrated construction, demolition, and building lifting equipment according to claim 3, characterized in that, A magnet (22) is attached to the side of the limiting block (18) away from the load-bearing hanging rod (130), and the magnet (22) is fixed inside the supporting steel column (3).

7. The integrated construction, demolition, and building lifting equipment according to claim 1, characterized in that, The lower side of the support rod (11) is slidably limited by a second limiting block (24), the outer wall of the second limiting block (24) is in contact with the inner bottom wall of the support opening (12), the outer wall of the support rod (11) is fixed with a limiting plate (23), and one side of the limiting plate (23) is in contact with one side of the load-bearing frame (2).

8. The integrated construction, demolition, and building lifting equipment according to claim 7, characterized in that, The inner wall of the support rod (11) is threadedly connected to a screw (26). One side of the limiting block (24) is provided with a guide groove (25) that slides with one end of the screw (26). The other end of the screw (26) passes through the outer wall of the support rod (11).

9. The integrated construction, demolition, and building lifting equipment according to claim 2, characterized in that, The upper end of the supporting steel column (3) is fixed with a top block (19), and the fixed rod (20) and the movable pulley (4) are both fixed to the outer wall of the top block (19).

10. A method for constructing, demolishing, and elevating integrated construction equipment, characterized in that, The integrated construction, demolition, and building lifting equipment according to any one of claims 1-9 comprises the following steps: S1. When using this equipment to build a building, firstly, pour the first layer of wall (1) on the ground and reserve the support opening (12). Then, through the cooperation of the support rod (11) and the support opening (12), connect and fix the equipment to the wall (1). After pouring the second layer of wall (1) through the working platform (10), drive the wire rope (5) through the winch (8) to pull the support steel column (3) up one layer. At the same time, drive the formwork (17) up to a position that does not interfere with the rotation of the load-bearing hanging rod (130). And through the load-bearing hanging rod (130) and the abutment (14) With the cooperation of the limit rod (16), the second layer wall (1) supports the supporting steel column (3). At this time, the support rod (11) of the first layer is removed. The winch (8) drives the wire rope (5) to pull the slide (9) and the working platform (10) to the third layer. The support rod (11) is passed through the load-bearing frame (2) and inserted into the support hole (12) in the second layer to support the equipment. Then the load-bearing hanging rod (130) is rotated to release the support of the wall (1) on the supporting steel column (3) and the construction of the third layer wall (1) begins. S2. When using this equipment to demolish a building, the load-bearing hanging rod (130), the abutment rod (14) and the limiting rod (16) are used to place the load-bearing hanging rod (130) on the top of the top wall (1) to support the equipment. The top wall (1) is then partially demolished, leaving two or more load-bearing hanging rods (130) to support the position of the equipment. After the remaining positions are demolished to the next floor, the wire rope (5) is driven to rotate by the winch (8) so that the demolished load-bearing hanging rod (130) moves to the next floor wall (1) to support the equipment. Then the top wall (1) is completely demolished. The above steps are repeated to complete the overall demolition of the building. S3. When using this equipment to lift a building, the equipment is fixed on the ground around the building. The ground provides support for the equipment, so that the building is connected to the supporting steel column (3). The supporting steel column (3) is driven by the winch (8) to rise to the preset position. Then, the supporting rod (11) is inserted into the bottom of the building to complete the lifting of the building.

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