Vertical lightering tool for changing old public building into large equipment and construction method

Abstract

The invention provides a vertical lightering tool for changing old public construction into large equipment and a construction method. The sealing cover fence device installed on the hoisting opening serves as a cover plate to cover the hoisting opening when hoisting is not conducted, the sealing cover fence device can be opened to serve as a guardrail to conduct fence when hoisting is needed, an enclosure and a sealing cover are combined together, construction is easy and convenient, and meanwhile safety is guaranteed. The hoisting steel platform is used for hoisting, hoisting is easy and convenient, hoisting of various devices on a project can be achieved, the construction efficiency is high, and safety and reliability are achieved. An electronic level meter is mounted on the hoisting steel platform, so that the levelness of the hoisting steel platform is conveniently observed and adjusted in the hoisting process, and the hoisting steel platform is kept horizontal. When the hoisting steel platform is hoisted, the two winches are used for vertically hoisting the steel platform, the two winches are used for adjusting the levelness of the hoisting steel platform, vertical hoisting and horizontal adjustment are separated, group control wireless switches are installed on the four winches, one remote controller can control the multiple winches at the same time, and synchronism is guaranteed.

Description

Technical Field

[0001] The present invention relates to the technical field of hoisting construction, and in particular to vertical transport tooling and a construction method for large-scale equipment in public building renovation. Background Art

[0002] Construction projects involve a large number of electromechanical equipment, which require a lot of lifting equipment. The traditional lifting method has low lifting efficiency and a tight construction schedule.

[0003] Lifting holes are usually reserved on building floors to facilitate the vertical transportation of large equipment or heavy materials. These lifting holes are designed at key locations of the building structure to provide sufficient space and support for equipment lifting operations. However, the existence of lifting holes also brings certain safety hazards, especially in the non-lifting stage, it will become a potential risk point for people and objects to fall.

[0004] In order to reduce risks, the lifting port is usually covered with a cover when it is not in use, and a guardrail is installed around the lifting port to form an isolation protection. This protective measure can effectively prevent people from accidentally approaching the lifting port and reduce the possibility of falling. However, this practice also has some hidden dangers. First, the cover and guardrail need to be inspected and maintained regularly to ensure that they can be removed smoothly during the lifting operation and will not be accidentally loosened. Secondly, when lifting operations are required, the cover and guardrail must be removed. This process involves the collaboration of multiple people and needs to be carried out strictly in accordance with the operating procedures. The environment around the lifting port and whether the operator's protection awareness is in place will directly affect the safety of the operation.

[0005] In addition, the hoisting process is complicated and involves collaboration among multiple parties. Before hoisting, construction workers need to conduct a comprehensive inspection of the hoisting port to ensure that the hoisting equipment and required materials meet the specifications, and closely monitor every link of the hoisting process during the hoisting operation to avoid dangers caused by negligence. At the same time, the frequent removal and installation of guardrails and cover plates during the hoisting process also increases the complexity of the operation and the workload of personnel.

[0006] Therefore, in order to effectively reduce the safety risks brought by the lifting opening, there is an urgent need for a vertical transfer tooling and construction method for large-scale public building renovation equipment that can effectively prevent the risk of falling and can be quickly opened and restored during lifting operations. Summary of the invention

[0007] The purpose of the present invention is to provide a vertical transfer tool and construction method for large-scale public building renovation equipment, which can effectively prevent the risk of falling, optimize the efficiency of hoisting operations, and quickly open and restore during hoisting operations.

[0008] In order to achieve the above object, the present invention adopts the following technical solutions:

[0009] A vertical transfer tool for large equipment in public building renovation, used for transporting and hanging equipment, including a hoisting steel platform, a capping enclosure device, a hoisting component and a leveling component;

[0010] The hoisting steel platform adopts a rectangular steel plate structure to provide a transportation platform for the equipment; a number of lifting ears are evenly distributed on both sides of the hoisting steel platform, and the lifting ears are used for hanging and leveling;

[0011] The cover enclosure device is arranged on the hoisting opening of the hoisting floor, and the cover enclosure device adopts an openable and closable structure for opening and closing the hoisting opening;

[0012] The hoisting assembly and the leveling assembly are respectively connected to the lifting ears on the hoisting steel platform, and are used for vertically hoisting and adjusting the balance of the hoisting steel platform;

[0013] The lifting port is opened through the covering enclosure device, and the lifting steel platform is lifted and leveled using the lifting assembly and the leveling assembly, and the lifting steel platform is used through the lifting port to transport equipment on different floors.

[0014] Preferably, the hoisting assembly and the leveling assembly are respectively provided with a hoisting scale, and the hoisting scale is telecommunication-connected to the control system for displaying the weight data of the hoisting steel platform itself and the load-bearing equipment, and feeding back the weight data to the control system in real time. When the weight data exceeds the threshold of the control system, the control system controls the hoisting assembly and the leveling assembly to stop.

[0015] Preferably, it also includes an auxiliary traction mechanism, which includes a hand chain hoist and a winch; the hand chain hoist is connected to the hoisting steel platform to ensure the stability of the hoisting steel platform during the traction process.

[0016] Preferably, the hoisting steel platform is made of H-steel, with a 5mm steel plate on the bottom. Removable guardrails are used around the hoisting steel platform. The height of the guardrails is 1500mm. Wire mesh is laid on the guardrails to enclose the equipment during transportation to prevent the equipment from falling from a high altitude during transportation, which may cause safety hazards.

[0017] Preferably, an electronic level is provided on the hoisting steel platform, and the electronic level is connected to the control system via telecommunications, and is used to observe and feed back the horizontality data of the hoisting steel platform to the control system, and the control system controls the leveling assembly to adjust the balance of the hoisting steel platform.

[0018] Preferably, the cover enclosure device comprises a rectangular frame, in which two sets of parallel integrated enclosures are arranged, and the two sets of the integrated enclosures are respectively hinged to the frame of the frame by hinges at the sides away from each other, and the integrated enclosures are flipped open by the hinges and vertically fixed to the frame by bolts as baffles;

[0019] The adjacent sides of the two groups of integrated enclosures are connected to each other in an openable and closable manner to realize the opening and closing of the lifting opening.

[0020] Preferably, each group of the integrated enclosures uses five steel plates, three of which are connected to form side baffles through secondary keels, and both ends of the side baffles are respectively connected to a folding steel plate through hinges;

[0021] When the two groups of folded steel plates at one end of the integrated enclosure side baffles are connected, a folded baffle is formed, and is vertically fixed on the frame as another baffle; otherwise, the two groups of folded steel plates are not connected, and serve as a door to lead into the hoisting steel platform.

[0022] Preferably, a main keel is provided on the side baffle, and a locking device is provided on the main keel, and two adjacent groups of the integrated enclosures are connected by the locking device to close the lifting port; conversely, the lifting port is opened by releasing the locking device.

[0023] The present invention also provides a construction method for a large-scale vertical transfer tooling for public building renovation, comprising the following steps:

[0024] In the initial state, the side baffles and folding baffles of the integrated enclosure on the capping enclosure device are in a folded state, and the two sets of integrated enclosures are in a closed state; the hoisting floor is defined as the first floor, the upper floor of the hoisting floor is defined as the second floor, and the lower floor of the hoisting floor is defined as the basement;

[0025] Step S1: Opening the hoisting port: When hoisting is required, the cover enclosure device installed on the hoisting port on the first floor is opened, and the connection constraints of the two sets of integrated enclosures are first released through the locking device, and the side baffles connected by the three steel plates of the two sets of integrated enclosures are opened respectively, and then the folding steel plates connected at both ends of the side baffles are unfolded through hinges;

[0026] The two side baffles are respectively fastened vertically to the frame by bolts, and then the two folded steel plates at one end of the two side baffles are connected to form a folded baffle, and the folded baffle is fastened vertically to the frame by bolts;

[0027] The two folded steel plates at the other end of the two side baffles open outwards as doors to lead in the hoisting steel platform;

[0028] Step S2: Prepare the hoisting steel platform: Use a 25t truck crane to unload the hoisting steel platform, the hoisting steel platform has a deadweight of 4t and a hoisting working radius of m, and then tow it to the vicinity of the hoisting port;

[0029] Step S3: hoisting the steel platform: setting a hoisting assembly and a leveling assembly on the upper floor, and setting four winches in the basement; using two winches as hoisting assemblies for vertically hoisting the steel platform, and using the other two winches as leveling assemblies for adjusting the horizontality of the hoisted steel platform;

[0030] The hoisting assembly and the leveling assembly slowly move the hoisting steel platform to the left close to the door direction of the cover enclosure device, and finally hoist the hoisting steel platform to the middle position of the hoisting opening, and adjust it to a state where it can be hoisted vertically;

[0031] At the same time, during the hoisting process, observe the electronic level of the hoisting steel platform and provide feedback to the control system. The control system will promptly adjust the level of the hoisting steel platform through the leveling components to keep it in a horizontal state at all times.

[0032] By loosening the steel wire ropes of the four sets of winches of the hoisting assembly and the leveling assembly, the hoisting steel platform is vertically lowered to the ground in the basement, and the protective railing on one side of the hoisting steel platform is opened to guide the equipment in;

[0033] Step S4: Equipment in place: Four tanks with tank wheels are placed at the bottom of the basement equipment, and are pushed horizontally into the center of the hoisting steel platform. Four rope tighteners are used to tie the equipment firmly to the hoisting steel platform, and the guardrail on one side of the hoisting steel platform is closed. Check whether the guardrails around the hoisting steel platform are vertically fastened to prevent the equipment from falling;

[0034] Step S5: hoisting steel platform of the lifting belt equipment: use the lifting assembly and the leveling assembly to slowly lift the lifting steel platform upwards; during the lifting process, observe the electronic level meter, adjust the level of the lifting steel platform in time, keep it level, and lift the equipment to the height of the first floor;

[0035] Step S6: Removing the equipment: a winch is set up on the first floor, and a winch is used to provide traction to slowly drag the equipment out of the lifting steel platform through the opening of the lifting steel platform, and the transportation is completed.

[0036] Preferably, in step S3 and step S6, at least two hand hoists are provided on the first floor, and the two hand hoists are connected to the right side of the lifting steel platform. The hand hoists ensure that the lifting steel platform does not shake when it slowly moves to the left to the covering enclosure device in step S3, and when it slowly moves to the right out of the covering enclosure device in step S6.

[0037] Compared with the prior art, the present invention has the following beneficial effects:

[0038] (1) The covering and enclosure device installed on the lifting port of the present invention can be used as a cover plate to cover the lifting port when not lifting, and can be opened to become a guardrail for enclosure when lifting is required, thereby combining enclosure and covering together, which simplifies construction and ensures safety.

[0039] (2) The present invention utilizes a hoisting steel platform for hoisting, which is simple and convenient, and can realize the hoisting of various equipment on the project, with high construction efficiency, safety and reliability. An electronic level is installed on the hoisting steel platform, which is convenient for observing and adjusting the horizontality of the hoisting steel platform to maintain the level during the hoisting process. When hoisting the hoisting steel platform, two winches are used to vertically hoist the steel platform. The two winches are used to adjust the horizontality of the hoisting steel platform. The vertical hoisting is separated from the horizontal adjustment. A group control wireless switch is installed on the four winches, so that one remote control can control multiple winches at the same time to ensure synchronization. It can be selected to control 1 to 4 winches at the same time, and the adjustment is more convenient and accurate.

[0040] (3) The crane scale in the present invention is composed of a high-definition LCD screen, a high-precision sensor, a hook, a lifting ring, etc. The weight reading is displayed on the high-definition LCD screen. The crane scale can be operated by wireless remote control to achieve long-distance control. It is installed on the movable pulley block through the hook. During the lifting process, it is convenient to observe the weight reading, control the weight, and ensure safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0041] Figure 1 A schematic structural diagram of a covering and enclosure device in a vertical transfer tooling for large-scale equipment in a public building renovation provided by an embodiment of the present invention.

[0042] Figure 2 for Figure 1 Structural schematic diagram of the application of the middle cover enclosure device;

[0043] Figure 3 A schematic structural diagram of a hoisting steel platform in a vertical transfer tooling for large-scale equipment in public building renovation provided by an embodiment of the present invention.

[0044] Figure 4 A schematic diagram of a construction method for vertical transfer of large equipment for public building renovation provided by an embodiment of the present invention in application Figure 1 .

[0045] Figure 5 for Figure 4 Schematic diagram of the structure of a medium tank.

[0046] Figure 6 A schematic diagram of a construction method for vertical transfer of large equipment for public building renovation provided by an embodiment of the present invention in application Figure 2 .

[0047] Figure 7A schematic diagram of a construction method for vertical transfer of large equipment for public building renovation provided by an embodiment of the present invention in application Figure 3 .

[0048] Figure 8 A schematic diagram of a construction method for vertical transfer of large equipment for public building renovation provided by an embodiment of the present invention in application Figure 4 .

[0049] Fig. 9 A schematic diagram of a construction method for vertical transfer of large equipment for public building renovation provided by an embodiment of the present invention in application Figure 5 .

[0050] Fig.10 It is a calculation diagram of hoisting a steel platform in an embodiment of the present invention.

[0051] Fig.11 It is a calculation schematic diagram in an embodiment of the present invention.

[0052] Fig.12 A schematic flow chart of a construction method for vertically transporting tooling for large equipment in public building renovation provided by an embodiment of the present invention.

[0053] The serial numbers in the figure are as follows:

[0054] 100. Hoisting floor; 101. Hand chain hoist; 200. Lower floor; 300. Hoisting steel platform; 301. Tank; 302. Electronic level; 400. Covering enclosure device; 401. Frame; 402. Main keel; 403. Hinge; 404. Secondary keel; 405. Baffle; 500. Upper floor; 501. Hoisting assembly; 502. Leveling assembly; 503. Hoisting scale; 504. Hoisting running rope; 505. Leveling running rope; 506. Hoisting lifting eye; 507. Leveling lifting eye; 600. Winch. DETAILED DESCRIPTION

[0055] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0056] like Figure 4 As shown, a vertical transfer tool for large-scale equipment in public building renovation provided in this embodiment is used for transporting and hanging equipment, and is characterized in that it includes a hanging steel platform 300, a covering enclosure device 400, a hanging component 501 and a leveling component 502.

[0057] like Figure 3As shown, the hoisting steel platform 300 is made of H-steel into a rectangular steel plate structure, with a 5mm steel plate on the bottom to provide a transportation platform for the equipment; the hoisting steel platform 300 is surrounded by detachable guardrails, the height of the guardrails is 1500mm, and wire mesh is laid on the guardrails to enclose the equipment during transportation to prevent the equipment from falling from a high altitude during transportation and causing safety hazards. There are several lifting ears on both sides of the hoisting steel platform, which are used for hanging and leveling.

[0058] The hoisting assembly 501 and the leveling assembly 502 are respectively connected to the lifting ears on the hoisting steel platform 300 for vertically hoisting and adjusting the balance of the hoisting steel platform 300 .

[0059] The hoisting assembly 501 and the leveling assembly 502 are each connected to two winches. The hoisting assembly 501 includes an H-shaped steel, a movable pulley block, a steel wire rope, and a hoisting running rope 504. The H-shaped steel is set on the second floor slab. Holes are drilled on the floor slabs on both sides of the H-shaped steel. The H-shaped steel and the movable pulley block are connected together by punching the steel wire ropes. The movable pulley block is fixed under the floor slab. The hoisting lug 506 and the winch are connected by the hoisting running rope 504. The leveling assembly 502 includes an H-shaped steel, a movable pulley block, a steel wire rope, and a leveling running rope 505. The H-shaped steel is set on the floor slab. Holes are drilled on the floor slabs on both sides of the H-shaped steel. The H-shaped steel and the movable pulley block are connected together by punching the steel wire ropes. The movable pulley block is fixed under the floor slab. The leveling running rope 505 is used to connect the leveling lug 507 and the winch.

[0060] The winches 600 are set in the basement, two winches are connected to the hoisting assembly 501, and two winches are connected to the leveling assembly 502, for a total of four winches. Each winch is connected to the lifting lug on the steel platform through a running rope and a movable pulley block. One winch is connected to two lifting lugs on one side of the steel platform.

[0061] In this embodiment, the plurality of lifting ears include a lifting ear 506 and a leveling ear 507. The lifting ear 506 is arranged on the left side of the lifting steel platform 300, and the leveling ear 507 is arranged on the right side of the lifting steel platform 300 and between the lifting ears 506. There are two lifting ears 506 and two leveling ears 507 on one side of the lifting steel platform 300, and there are four lifting ears 506 and four leveling ears 507 on both sides.

[0062] like Figure 1 As shown, the cover enclosure device 400 is arranged on the hoisting opening of the hoisting floor 100. The cover enclosure device 400 adopts an openable structure for opening and closing the hoisting opening. The hoisting opening is opened by the cover enclosure device 400, and the hoisting steel platform 300 is hoisted and leveled by using the hoisting assembly 501 and the leveling assembly 502, and the hoisting steel platform 300 is used through the hoisting opening to transport equipment on different floors.

[0063] like Figure 2 As shown, the covering enclosure device 400 includes a rectangular frame 401, which is made of channel steel. Two sets of parallel integrated enclosures 405 are arranged in the frame 401. The sides of the two sets of integrated enclosures 405 that are far away from each other are hinged to the frame frame of the frame 401 through hinges 403 respectively. The integrated enclosures 405 are flipped open by the hinges 403 and are vertically fixed to the frame 401 with bolts as baffles; the sides of the two sets of integrated enclosures 405 that are close to each other are connected to each other in an openable and closable manner to realize the opening and closing of the lifting port.

[0064] Each set of integrated enclosures 405 uses five steel plates, three of which are connected to form side baffles through a secondary keel 404, and both ends of the side baffles are respectively connected to a folding steel plate through a hinge.

[0065] When the folded steel plates at one end of the side baffles of the two sets of integrated enclosures 405 are connected, a folded baffle is formed, and is vertically fixed on the frame 401 as another baffle; otherwise, the two sets of folded steel plates are not connected, and serve as a door to guide the hoisting steel platform 300.

[0066] A main keel 402 is provided on the side baffle, and a locking device is provided on the main keel 402. Two adjacent sets of integrated enclosures 405 are connected by the locking device to close the lifting port; conversely, the lifting port is opened by releasing the locking device connection.

[0067] Furthermore, in this embodiment, a hoisting scale 503 is respectively provided on the hoisting component 501 and the leveling component 502. The hoisting scale 503 is telecommunication-connected to the control system for displaying the weight data of the hoisting steel platform 300 itself and the supporting equipment, and feeding back the weight data to the control system in real time. When the weight data exceeds the threshold of the control system, the control system controls the hoisting component 501 and the leveling component 502 to stop.

[0068] Furthermore, the present embodiment also includes an auxiliary traction mechanism, which includes a hand winch 101 and a winch 600; the hand winch 101 is connected to the hoisting steel platform 300, and is used to maintain the traction of the hoisting steel platform 300 stable; the winch 600 is connected to the movable pulley group of the hoisting component 501 and the leveling component 502 through a running rope, and is used to provide power for the hoisting steel platform 300.

[0069] Furthermore, in this embodiment, an electronic level 302 is provided on the hoisting steel platform 300. The electronic level 302 is connected to the control system via telecommunications and is used to observe and feed back the horizontality data of the hoisting steel platform 300 to the control system. The control system controls the leveling component 502 to adjust the balance of the hoisting steel platform 300.

[0070] The present invention also provides a method for preparing and constructing a construction tool for vertically transporting large equipment for public building renovation:

[0071] Preliminary preparation work:

[0072] (1) Preparation work at the basement equipment lifting port: open a lifting port on the lifting floor 100, dismantle the facade at the lifting port, remove the greenery, shrubs and green grass on the facade side, take temporary hardening measures on the ground, and lay a roadbed box to meet the strength requirements of the equipment transfer route.

[0073] (2) Making a cover enclosure device 400, including a frame 401 and an integrated enclosure 405. Two sets of integrated enclosures 405 are connected to the frame 401 by hinges 403. The frame 401 is made of channel steel. The integrated enclosure 405 includes a steel plate, a main keel 402, and a secondary keel 404. The middle of the steel plate is reinforced with the main keel 402, and the surroundings are reinforced with the secondary keels 404.

[0074] (3) Make a 300-meter hoisting steel platform, using H-steel, with a 5mm steel plate on the bottom, and a 1500mm high guardrail around it for protection, and a reliable wire mesh. The length and width of the hoisting steel platform must meet the dimensions of all equipment in the project. The platform is checked according to the steel beam load in both the length and width directions, and can only be used after safety is calculated and checked. An electronic level is installed on the hoisting steel platform to observe and adjust the levelness of the hoisting steel platform.

[0075] (4) Unloading the hoisting steel platform 300. Use a 25t truck crane to unload the hoisting steel platform 300. The hoisting steel platform 300 has a deadweight of 4t and a hoisting working radius of 8m. Then, tow it to the vicinity of the hoisting port. The truck crane can only be used after calculation and verification of safety.

[0076] (5) Arrange the winch. Define the hoisting floor 100 as the first floor, and the upper floor 500 above the hoisting port as the second floor. Place two H-shaped steels of HW250*250*9*14 on the second floor slab, and drill eight floor holes of ф100 on the side to serve as the lowering points. The actual length of the H-shaped steel is 9 meters, and the effective calculated length as a simply supported beam is 7 meters. The lower floor 200 below the hoisting port is defined as the basement.

[0077] (6) The distance between the two main lifting points of the lifting component 501 and the leveling component 502 is 3.5 meters. Four 5-ton slow winches are used for hoisting. The 5-ton winches are used for hoisting subsequent heavier equipment. The winches are arranged in the basement, of which two winches are used as the lifting component 501 to vertically lift the steel platform 300, and two winches are used to adjust the horizontality of the hoisted steel platform 300.

[0078] The wire rope on the H-steel placed on the second floor is 6*37-FC-1770-ф24, with 2 loops. The contact position between the wire rope and the H-steel is protected by an angle wrap to prevent stress concentration at the quick mouth from causing breakage. The movable pulley block uses HQD3-10, and the single winch has a total of 8 running ropes. The specification of the winch running rope is 6*37-FC-1770-ф20. The crane scale consists of a high-definition LCD screen, high-precision sensors, hooks, rings, etc. The weight reading is displayed on the high-definition LCD screen. The crane scale can be operated by wireless remote control to achieve remote control. It is installed on the movable pulley block through the hook. During the hoisting process, pay attention to the weight reading and control the weight.

[0079] In the initial state, the side baffles and the folding baffles of the integrated enclosure 405 on the covering enclosure device 400 are in a folded state, and the two sets of integrated enclosures 405 are in a closed state; the hoisting floor 100 is defined as the first floor, the upper floor of the hoisting floor 100 is defined as 500 as the second floor, and the lower floor of the hoisting floor 100 is defined as 200 as the basement.

[0080] like Figures 4 to 8 As shown, the construction method is as follows:

[0081] Step S1: Open the lifting port: When lifting is required, the covering enclosure device 400 installed on the lifting port on the first floor is opened, and the connection constraints of the two sets of integrated enclosures 405 are first released through the locking device, and the side baffles connected by the three steel plates of the two sets of integrated enclosures 405 are opened separately, and then the folding steel plates connected at both ends of the side baffles are unfolded through hinges.

[0082] The two side baffles are vertically fastened to the frame 401 by bolts respectively, and then the two folded steel plates at one end of the two side baffles are connected to form a folded baffle, and the folded baffle is vertically fastened to the frame 401 by bolts.

[0083] The two folding steel plates at the other ends of the two side baffles are opened outwards as doors for introducing the hoisting steel platform 300.

[0084] Step S2: Prepare the hoisting steel platform 300: Use a 25t truck crane to unload the hoisting steel platform 300, the hoisting steel platform 300 has a deadweight of 4t and a hoisting working radius of 8m, and then tow it to the vicinity of the hoisting port.

[0085] Step S3: hoisting the steel platform 300: a hoisting assembly 501 and a leveling assembly 502 are set on the second floor, and four winches are set in the basement. Two winches are used as hoisting assemblies 501 to vertically hoist the steel platform 300, and the other two winches are used as leveling assemblies 502 to adjust the horizontality of the hoisted steel platform.

[0086] The hoisting assembly 501 and the leveling assembly 502 slowly move the hoisting steel platform 300 to the left close to the door direction of the covering enclosure device 400, and finally hoist the hoisting steel platform 300 to the middle position of the hoisting opening, adjusting it to a state for vertical hoisting.

[0087] One end of the hoisting steel platform 300 is connected to two hand chain hoists 101 , and the hand chain hoists 101 ensure that the hoisting steel platform 300 does not shake when it slowly moves to the left to the covering enclosure device 400 in step S3 .

[0088] At the same time, during the hoisting process, the electronic level 302 of the hoisting steel platform is observed and fed back to the control system. The control system timely adjusts the level of the hoisting steel platform 300 through the leveling component 502 to keep it in a horizontal state at all times.

[0089] By loosening the running ropes of the four sets of winches of the hoisting assembly 501 and the leveling assembly 502, the hoisting steel platform 300 is vertically lowered to the ground in the basement, and the protective railing on one side of the hoisting steel platform 300 is opened to guide the equipment.

[0090] Step S4: Equipment in place: The basement equipment is pushed into the center of the hoisting steel platform 300, and four rope tighteners are used to tie the equipment firmly to the hoisting steel platform 300. The guardrail on one side of the hoisting steel platform 300 is closed, and the guardrails around the hoisting steel platform 300 are checked to see if they are vertically fastened to prevent the equipment from falling; the winch and wire rope are arranged on both sides of the width direction of the hoisting steel platform, and will not interfere with the hoisting steel platform and the equipment transportation line. After the equipment is lifted up by the road lifting machine, four tanks 301 with tank wheels are placed at the bottom for translation. The translation power source is provided by a 3t forklift. When hoisting equipment of more than 10t, after the equipment is on the hoisting steel platform, the road lifting machine is used to lift the equipment to take out the tank, and the road wood is used to pad it.

[0091] Step S5: The hoisting steel platform 300 of the hoisting belt equipment: Use the winch to slowly hoist the hoisting steel platform 300 upwards through the hoisting component 501 and the leveling component 502; observe the electronic level 302 during the hoisting process, adjust the level of the hoisting steel platform in time, keep it level, and lift the equipment to the height of the first floor.

[0092] Step S6: moving out the equipment: one end of the hoisting steel platform 300 is connected to two hand hoists 101, and the hand hoists 101 are used to ensure that the hoisting steel platform 300 does not shake when it is slowly moved to the right to move out of the covering enclosure device 400 in step S6.

[0093] A winch is installed on the first floor. A 1t winch is used to provide traction to slowly drag the equipment out of the hoisting steel platform 300 from the opening. When hoisting equipment above 10t, a protection plan is added. After the hoisting steel platform is hoisted, two HW250*250*9*14 H-steels are placed across the hoisting opening to support the bottom of the hoisting steel platform 300.

[0094] When there is a height difference between indoor and outdoor, that is, the indoor floor is high and the outdoor floor is low, it is necessary to set up a steel box beam platform outdoors in advance, set the height of the steel box beam platform according to the outdoor height, and stack the steel box beams layer by layer until they are the same height as the outdoor height. Once the above is completed, the transportation is completed.

[0095] Loading and transporting away. After completing the above steps, the equipment arrives outdoors, and then a 100t truck crane is used to lift it onto the truck and then drive away. The truck crane can only be used after calculation and verification of safety.

[0096] The following is a detailed description with specific parameters:

[0097] Project description: The basement equipment hoisting of this project faces difficulties. There is no construction ramp, no outdoor hoisting port, and no large freight elevator. The equipment needs to be hoisted from the basement to the first floor, and a hoisting port is opened on the first floor. The maximum weight of the equipment is an ice storage tank of 16t.

[0098] The vertical transfer tooling for large equipment in public building renovation mainly includes lifting port covering and enclosure devices, lifting steel platforms, winch lifting systems, etc.

[0099] Furthermore, the invention provides a vertical transfer tool for large-scale equipment in public building renovation, and a hoisting port sealing and enclosure device such as Figure 1 As shown, it includes a frame and a baffle. The baffle and the frame are connected by hinges. The frame is made of channel steel. The baffle is composed of a steel plate, a main keel, and an auxiliary keel. The steel plate is reinforced with the main keel around it and the auxiliary keel in the middle. The frame is installed at the hoisting port. The baffle is in a folded state when not hoisted. It is opened when hoisted. There are baffles on all four sides of the frame, three of which are fixed with bolts, and the other baffle is a door that can be opened outwards.

[0100] Furthermore, the invention provides a vertical transfer tool for large-scale equipment for public building renovation, a hoisting steel platform such as Figure 3 As shown, it is made of H steel, with 5mm steel plate on the bottom, 1500mm high guardrails around it, and reliable wire mesh. The length and width of the hoisting steel platform must meet the size of all equipment in the project. The platform is checked according to the steel beam load in both length and width directions, and can only be used after safety is calculated and checked. An electronic level is installed on the hoisting steel platform to observe and adjust the levelness of the hoisting steel platform.

[0101] For example Figure 3As shown, the effective volume of the hoisting steel platform is 6 meters long and 3.5 meters wide, and its deadweight is 4 tons. The platform is checked according to the steel beam load in both length and width directions, and the design load is 1T / m 2 , total area 21m 2 , load limit 20 tons.

[0102]

[0103] when

[0104]

[0105] Where: R 1 Left support reaction

[0106] R 2 Right support reaction

[0107] q Uniformly distributed load

[0108] L arm

[0109] L 1 Length of the uniformly distributed load to the left support

[0110] L 2 Length of uniformly distributed load

[0111] L 3 Length of uniform load to the right support

[0112] M max Maximum bending moment

[0113] σBending normal stress

[0114] W bending section modulus

[0115] τ Shear stress

[0116] ①The parameters of the platform length direction are: Q235, cross section HN100*50*5*7L=1375mm q=10kN / m

[0117] Cross-sectional area A = 11.3 cm 2

[0118] Elastic modulus E = 2.1*10 5 Mpa

[0119] Sectional moment of inertia I = 178.14 cm 4

[0120] Bending section modulus W = 35.62 cm 3

[0121] When q acts along the entire length

[0122]

[0123] Shear stress Safety

[0124]

[0125] Bending normal stress Safety

[0126] Deflection safety.

[0127] y max Maximum deflection

[0128] ② Platform width parameters: Q235, section H250*100*5.5*8, L=542mm, q=10kN / M

[0129] Cross-sectional area A = 26.12 cm 2

[0130] Elastic modulus E = 2.1*10 5 Mpa

[0131] Sectional moment of inertia I = 1760.93 cm 4

[0132] Bending section modulus W = 176.09 cm 3

[0133] When q acts along the entire length

[0134]

[0135] Shear stress Safety

[0136]

[0137] Bending normal stress Safety

[0138] Deflection safety.

[0139] Furthermore, the vertical transfer tooling for large-scale equipment in public building renovation provided by the present invention and the configuration of the hoisting system of the winch are as follows: Figure 4As shown, it includes winches, hoisting components, leveling components, etc. Hoisting components 501 and leveling components 502 include H-shaped steel, movable pulleys, wire ropes, running ropes, etc. H-steel is placed on the second floor slab above the hoisting port. As the main load-bearing component of hoisting, the specifications are HW250*250*9*14, the material is Q235, and 8 floor holes of ф100 are drilled on the side to be used as the lowering points. H-steel can only be used after safety verification by calculation. The winch uses four 5t slow winches. The hoisting capacity of the winch must meet the maximum weight of the project equipment. The winch is arranged in the basement, two of which are used to hoist and lift the hoisting steel platform, and two winches are used to adjust the level of the hoisting steel platform. The wire rope on the H steel placed on the second floor is 6*37-FC-1770-ф24, which is wrapped around 2 times. The contact position between the wire rope and the H-steel is protected by an angle wrap to prevent stress concentration at the quick mouth from causing fracture. The movable pulley block adopts HQD3-10, and the single winch has a total of 8 running ropes, and the specification of the winch running rope is 6*37-FC-1770-ф20. The winch, wire rope, lifting rigging, etc. can only be used after safety verification by calculation. The crane scale consists of a high-definition LCD screen, high-precision sensors, hooks, rings, etc. The weight reading is displayed on the high-definition LCD screen. The crane scale can be operated by wireless remote control to achieve long-distance control. It is installed on the movable pulley block through the hook. A group control wireless switch is installed on the four winches to achieve one remote control to control multiple winches at the same time to ensure synchronization.

[0140] For example Fig.10 As shown, H steel, its cross-sectional area A = 91.43 cm 2 , moment of inertia I = 10700cm 4 , bending section coefficient W = 860cm 3 The mechanical model of the H-shaped steel is shown in the figure below, l = 7m, a = 1.75m; F is the total root force of the winch, and its value is F = 1.1*0.25*(160+40)kN = 55kN.

[0141] Where:

[0142] F-Force

[0143] F A Left support reaction

[0144] F B Right support reaction

[0145] l Length between the two ends of the support

[0146] a Distance from the load point to the support

[0147] M torque

[0148] M=Fa=55kN*1.75m=96.25kNm

[0149] The flexural strength meets the requirements.

[0150] The shear strength meets the requirements.

[0151]

[0152] The stiffness meets the requirements.

[0153] The deadweight of the hoisting steel platform is 4t, and the maximum mass of the equipment is 16t, totaling 20t, or 200kN. Two winches are used for lifting, and the force on each winch is considered to be an unbalanced coefficient of 1.1, so F 单 =1.1*100kN=110kN.

[0154] The winch wire rope is 6*37-FC-1770-ф20, and the comprehensive labor saving coefficient when running 8 tracks and 1 guide is 0.149. Therefore, the running rope tension of a single winch is S=α*F=16.4kN. The safety factor of the wire rope is K=234 / 16.4=14.2>[K]=8, which is safe.

[0155] According to the tension of the running rope, the guide wheel is selected as 5-ton level for a single door; the 10-ton level is selected for the 3-door pulley group.

[0156] The steel wire rope wrapped with H steel is 6*37-FC-1770-ф24 with 2 windings. The breaking force of a single wire is 336kN. After winding 2 windings, it is simplified to 4 single wires. Considering the reduction factor of 0.8, the breaking force is 0.8*4*336=1075kN. The safety factor of the steel wire rope is K=1075 / 55=19.5>[K]=8, which is safe.

[0157] The lifting rigging connecting the lifting steel platform uses 4 6*37-FC-1770-ф28 riggings, each of which is tied and has a breaking force of S 破 =336kN. Q = 55kN. Working coefficient K = S 破 / Q 计 =458 / 55=8.3>[K]=8, safe. The connecting shackle is 10 ton grade.

[0158] The anchor points of the guide wheel and winch are fixed to the concrete floor with four M12 expansion bolts. The tensile design value is 4*10.98=43.92kN, and the shear design value is 4*7.56=30.24kN. According to the running rope tension of 16.4kN, its vertical and horizontal components must be less than 16.4kN. Safety.

[0159] This embodiment provides the preliminary preparation work and construction method of the vertical transfer tooling for large equipment in public building renovation, and the steps are as follows:

[0160] (1) Preparation work at the basement equipment lifting port. The lifting port is opened, the facade at the lifting port is dismantled, the greening, shrubs and green grass on the facade side need to be removed, temporary hardening measures are taken on the ground, and a roadbed box is laid to meet the strength requirements of the equipment transfer route.

[0161] (2) Make a lifting opening cover enclosure device, including a frame and a baffle. The baffle and the frame are connected by hinges. The frame is made of channel steel. The baffle is composed of a steel plate, a main keel, and an auxiliary keel. The steel plate is reinforced with the main keel on all sides and the auxiliary keel in the middle.

[0162] (3) Install a lifting port cover enclosure device at the lifting port. The baffle is in a folded state when not lifting and is opened during lifting. There are baffles on all four sides of the frame, three of which are fixed with bolts, and the other baffle is a door that opens outwards.

[0163] (4) Make the hoisting steel platform, which is made of H-steel, with 5mm steel plate on the bottom, and 1500mm high protective railings around it, and reliable wire mesh. The length and width of the hoisting steel platform must meet the dimensions of all equipment in the project. The platform is checked according to the steel beam load in both length and width directions, and can only be used after safety is calculated and checked. An electronic level is installed on the hoisting steel platform to observe and adjust the levelness of the hoisting steel platform.

[0164] (5) Unloading the hoisted steel platform. Use a 25t truck crane to unload the hoisted steel platform. The hoisted steel platform has a deadweight of 4t and a hoisting working radius of 8m. Then, tow it to the vicinity of the hoisting port. The truck crane can only be used after calculation and verification of safety.

[0165] Example: A 25t truck crane is used with a 17.2m main boom and an 8m working radius, and its rated lifting capacity is 10.2t.

[0166] Q 计 =K*(W+F)=1.1*4+1=5.5t

[0167] Where Q 计 To calculate the load, K is the dynamic load factor, which is 1.1, W is the mass of the equipment, and F is the mass of the hook and rigging. The calculated load is less than the rated lifting capacity, which is safe.

[0168] (6) Arrange the hoisting system of the winch. Two H-shaped steels of HW250*250*9*14 are placed on the second floor slab above the lifting port, and eight floor holes of ф100 are drilled on the side to be used as the lowering lifting points. The actual length of the H-shaped steel is 9 meters, and the effective calculated length as a simply supported beam is 7 meters. The distance between the two main lifting points is 3.5 meters. Four 5-ton slow winches are used for the winch. The 5-ton winch is selected for the purpose of lifting subsequent heavier equipment. The winches are arranged in the basement, two of which are used for vertical lifting of the steel platform, and two winches are used to adjust the horizontality of the lifting steel platform. The wire rope clamped on the H-steel placed on the second floor is 6*37-FC-1770-ф24, and is wrapped twice. The contact position between the wire rope and the H-steel is protected by a wrap angle to prevent stress concentration at the quick mouth from causing breakage. The movable pulley block adopts HQD3-10, and the single winch has a total of 8 running ropes, and the specification of the winch running rope is 6*37-FC-1770-ф20. The crane scale is composed of a high-definition LCD screen, high-precision sensors, hooks, rings, etc. The weight reading is displayed on the high-definition LCD screen. The crane scale can be operated by wireless remote control to achieve long-distance control. It is installed on the movable pulley block through the hook. During the hoisting process, pay attention to the weight reading and control the weight.

[0169] (7) Lift the steel platform into place. Use two 2t hoists to protect the right side of the steel platform to ensure that the steel platform moves slowly to the left without shaking. The steel platform is slowly lifted to the left into a vertical state, forming a Figure 5 As shown. Use two winches to vertically hoist the steel platform. Use two winches to adjust the level of the hoisted steel platform. During the hoisting process, observe the electronic level of the hoisted steel platform and adjust the level of the hoisted steel platform in time to keep it level. Then loosen the winch wire rope and lower the hoisted steel platform to the basement. Figure 5 As shown. So far, the preparation work for equipment hoisting is completed.

[0170] (8) The equipment is positioned on the hoisting steel platform. After the hoisting steel platform is positioned, the basement equipment is moved horizontally onto the hoisting steel platform. The winch and running rope are arranged on both sides of the hoisting steel platform in the width direction, and will not interfere with the hoisting steel platform and the equipment transportation route. After the equipment is lifted up by a road-lifting machine, four tanks are placed at the bottom for horizontal movement. The horizontal movement power source is provided by a 3t forklift.

[0171] (9) Equipment lifting. The equipment is loaded onto the lifting steel platform and placed in the center, avoiding eccentric placement as much as possible. Use 4 rope tighteners to tie the equipment firmly to the lifting steel platform. When lifting equipment above 10 tons, use a road lifter to lift the equipment to remove the tank car after the equipment is on the lifting steel platform, and use road wood to place it. Then start lifting. Use two winches to vertically lift the steel platform through the lifting components. Use two winches to adjust the level of the lifting steel platform through the leveling components. During the lifting process, observe the electronic level of the lifting steel platform, adjust the level of the lifting steel platform in time, keep it level, and lift the equipment to the height of one floor. Then use two 2t hoists to pull the lifting steel platform sideways. Ensure that when the equipment is moved horizontally out of the lifting steel platform, the lifting steel platform will not shake left and right. Then set up a winch on the first floor, use a 1t winch to provide traction, and slowly drag the equipment out of the lifting steel platform. In addition, when lifting equipment above 10 tons, add a protection plan. After the hoisting steel platform is hoisted, two HW250*250*9*14 H-steels are placed across the hoisting port to support the bottom of the hoisting steel platform. If there is a height difference between indoor and outdoor, that is, the indoor floor is high and the outdoor floor is low, it is necessary to set up a steel box beam platform outdoors in advance, set the height of the steel box beam platform according to the outdoor height, and stack the steel box beams layer by layer to the same height as the outdoor.

[0172] (10) Loading and transporting away. After completing the above steps, the equipment arrives outside, and then a 100t truck crane is used to lift it onto the truck and then drive away. The truck crane can only be used after calculation and verification of safety.

[0173] Example: The lifting working radius is 12m. The working condition of a 100-ton truck crane is a 25.8m main arm, 23t counterweight, and a rated lifting capacity of 28t when the working radius is 12m. Check Q based on the maximum mass of the equipment, which is an ice storage tank of 16t. 计 =K*(W+F)=1.1*16+2=19.8t.

[0174] Where Q 计 To calculate the load, K is the dynamic load factor, which is 1.1, W is the mass of the equipment, and F is the mass of the hook and rigging. The calculated load is less than the rated lifting capacity, which is safe.

[0175] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0176] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present invention, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0177] The above are only preferred specific implementation modes of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical solutions and inventive concepts of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A vertical transfer tool for large equipment in public building renovation, used for transporting and hanging equipment, characterized in that: It comprises a hoisting steel platform (300), a capping enclosure device (400), a hoisting assembly (501) and a leveling assembly (502); The hoisting steel platform (300) adopts a rectangular steel plate structure to provide a transportation platform for the equipment; a plurality of lifting ears are evenly distributed on both sides of the hoisting steel platform, and the lifting ears are used for hanging and leveling; The covering enclosure device (400) is arranged on the hoisting opening of the hoisting floor (100), and the covering enclosure device (400) adopts an openable and closable structure, and is used to open and close the hoisting opening; The hoisting assembly (501) and the leveling assembly (502) are respectively connected to the lifting ears on the hoisting steel platform (300) and are used for vertically hoisting and adjusting the balance of the hoisting steel platform (300); The lifting opening is opened through the covering enclosure device (400), and the lifting steel platform (300) is lifted and leveled using the lifting assembly (501) and the leveling assembly (502), and the lifting steel platform (300) is used through the lifting opening to transport equipment on different floors.

2. According to claim 1, a large-scale vertical transportation tool and construction method for public building renovation is characterized in that: The hoisting assembly (501) and the leveling assembly (502) are respectively provided with a hoisting scale (503), and the hoisting scale (503) is connected to the control system by telecommunication, and is used to display the weight data of the hoisting steel platform (300) itself and the supporting equipment, and to feed back the weight data to the control system in real time. When the weight data exceeds the threshold of the control system, the control system controls the hoisting assembly (501) and the leveling assembly (502) to stop.

3. According to claim 1, a large-scale vertical transportation tool and construction method for public building renovation is characterized in that: It also includes an auxiliary traction mechanism, which includes a hand chain hoist (101); the hand chain hoist (101) is connected to the hoisting steel platform (300) and is used to ensure the stability of the hoisting steel platform (300) during the traction process.

4. The vertical transportation tooling and construction method for large equipment in public building renovation according to claim 1 is characterized in that: The hoisting steel platform (300) is made of H-steel, and a 5mm bearing steel plate is laid on the bottom. A detachable guardrail is used around the bearing steel plate. The height of the guardrail is 1500mm. A wire mesh is laid on the guardrail to enclose the equipment during transportation to prevent the equipment from falling from a high altitude during transportation, which may cause safety hazards.

5. The vertical transportation tooling and construction method for large equipment in public building renovation according to claim 1 is characterized in that: The hoisting steel platform (300) is provided with an electronic level (302), which is connected to the control system via telecommunications and is used to observe and feed back horizontality data of the hoisting steel platform (300) to the control system. The control system controls the leveling component (502) to adjust the balance of the hoisting steel platform (300).

6. The vertical transportation tooling and construction method for large equipment in public building renovation according to claim 1 is characterized in that: The cover enclosure device (400) comprises a rectangular frame (401), wherein two groups of integrated enclosures (405) are arranged in parallel in the frame (401), and the two groups of integrated enclosures (405) are respectively hinged to the frame of the frame (401) via hinges (403) at the sides away from each other, and the integrated enclosures (405) are flipped open via the hinges (403) and vertically fixed to the frame (401) by bolts to serve as baffles; The adjacent sides of the two sets of integrated enclosures (405) are connected to each other in an openable and closable manner, so as to realize the opening and closing of the lifting opening.

7. The vertical transportation tooling and construction method for large equipment in public building renovation according to claim 6 is characterized in that: Each group of the integrated enclosure (405) uses five steel plates, three of which are connected to form a side baffle through a secondary keel (404), and both ends of the side baffle are respectively connected to a folding steel plate through a hinge; When the folded steel plates at one end of the side baffles of the two sets of the integrated enclosure (405) are connected, a folded baffle is formed, and is vertically fixed on the frame (401) as another baffle; otherwise, the two sets of the folded steel plates are not connected, and serve as a door to lead into the hoisting steel platform (300).

8. The vertical transportation tooling and construction method for large equipment in public building renovation according to claim 7 is characterized in that: The side baffle is provided with a main keel 402, and the main keel 402 is provided with a locking device. The two adjacent groups of the integrated enclosures (405) are connected by the locking device to close the lifting port; conversely, the lifting port is opened by releasing the connection of the locking device.

9. A construction method for vertical transfer tooling for large equipment in public building renovation based on any one of claims 1 to 8, characterized in that: The steps include: In the initial state, the side baffles and the folding baffles of the integrated enclosure (405) on the cover enclosure device (400) are in a folded state, and the two sets of integrated enclosures (405) are in a closed state; the hoisting floor (100) is defined as the first floor, the upper floor of the hoisting floor (100) is defined as (500) as the second floor, and the lower floor of the hoisting floor (100) is defined as (200) as the basement; Step S1: Opening the hoisting opening: When hoisting is required, the cover enclosure device (400) installed on the hoisting opening on the first floor is opened, and the connection constraint of the two sets of integrated enclosures (405) is first released through the locking device, and the side baffles connected by the three steel plates of the two sets of integrated enclosures (405) are opened respectively, and then the folding steel plates connected at both ends of the side baffles are unfolded through hinges; The two side baffles are respectively fastened vertically to the frame (401) by bolts, and then the two folded steel plates at one end of the two side baffles are connected to form a folded baffle, and the folded baffle is fastened vertically to the frame (401) by bolts; Two folding steel plates at the other ends of the two side baffles are opened outwards to serve as doors for introducing the hoisting steel platform (300); Step S2: Prepare the hoisting steel platform (300): Use a 25t truck crane to unload the hoisting steel platform (300), the hoisting steel platform (300) has a deadweight of 4t and a hoisting working radius of 8m, and then tow it to the vicinity of the hoisting port; Step S3: hoisting the steel platform (300): setting a hoisting assembly (501) and a leveling assembly (502) on the second floor, and setting four winches in the basement; using two winches as hoisting assemblies (501) for vertically hoisting the steel platform (300), and the other two winches as leveling assemblies (502) for adjusting the horizontality of the hoisted steel platform; The hoisting assembly (501) and the leveling assembly (502) slowly move the hoisting steel platform (300) to the left, close to the door direction of the cover enclosure device (400), and finally hoist the hoisting steel platform (300) to the middle position of the hoisting opening, adjusting it to a state where it can be hoisted vertically; At the same time, during the hoisting process, the electronic level (302) of the hoisting steel platform is observed and fed back to the control system, and the control system timely adjusts the level of the hoisting steel platform (300) through the leveling component (502) to keep it in a horizontal state at all times; By loosening the steel wire ropes of the four sets of hoisting machines of the hoisting assembly (501) and the leveling assembly (502), the hoisting steel platform (300) is vertically lowered to the ground in the basement, and the protective railing on one side of the hoisting steel platform (300) is opened to guide the equipment in; Step S4: Putting the equipment in place: four tank cars (301) with tank wheels are placed at the bottom of the equipment in the basement, and are pushed into the center of the hoisting steel platform (300) by translation, and four rope tighteners are used to tie the equipment firmly to the hoisting steel platform (300), and the guardrail on one side of the hoisting steel platform (300) is closed, and the guardrails around the hoisting steel platform (300) are checked to see if they are vertically fastened to prevent the equipment from falling; Step S5: hoisting the steel platform (300) of the equipment with lifting belt: using the lifting assembly (501) and the leveling assembly (502) to slowly lift the steel platform (300) upwards; during the lifting process, observe the electronic level (302), timely adjust the level of the steel platform, keep it level, and lift the equipment to the height of the first floor; Step S6: Removing the equipment: a winch is set up on the first floor, and the winch is used to provide traction to slowly drag the equipment out of the hoisting steel platform (300) from the opening of the hoisting steel platform (300), and the transportation is completed.

10. A construction method based on the large-scale vertical transfer tooling for public building renovation according to claim 9, characterized in that: In step S3 and step S6, at least two hand hoists (101) are provided on the first floor, and the two hand hoists (101) are connected to the right side of the hoisting steel platform (300). The hand hoists (101) ensure that the hoisting steel platform (300) does not shake when it slowly moves to the left to the covering enclosure device (400) in step S3, and when it slowly moves to the right out of the covering enclosure device (400) in step S6.

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