A segmented vertical pipe structure for a high-rise building manhole and its construction method

Abstract

The present invention belongs to the technical field of high-rise building pipeline laying, and specifically is a segmented assembled high-rise building pipe shaft vertical pipeline structure and a construction method thereof, wherein the construction method comprises the steps of pipe shaft riser data collection, pipe shaft riser module structural design verification, pipe shaft riser in-depth design, riser module factory production, riser module transportation, on-site installation construction preparation, riser module on-site hoisting, module-to-module welding connection and welding flaw detection acceptance; the construction method of the high-rise building pipe shaft vertical pipeline assembled in segments, modular factory processing, high production accuracy, good processing quality, high efficiency, modular on-site installation, less hoisting times, less on-site welding, simple construction, high efficiency, good quality, good on-site construction safety, low operation risk during the construction process, less material loss, short construction period, good economy, energy saving and environmental protection.

Description

Technical Field

[0001] The invention belongs to the technical field of high-rise building pipeline laying, in particular to a segmented assembled vertical pipeline structure of a high-rise building pipe shaft and a construction method thereof. Background Art

[0002] In recent years, my country's urban high-rise buildings have been increasingly developing in the direction of complex functions. The same high-rise building often contains shopping centers, office buildings and hotels. This has led to the dense arrangement of various types of vertical pipes in the narrow pipe shaft to meet the rich building function requirements. The traditional construction method of on-site processing and hoisting connection of pipe shaft risers one by one and one by one requires a lot of on-site processing and production, and the site is tight, the processing conditions are limited, and the riser production process level is low. In addition, a lot of on-site hoisting and welding are required. The vertical transportation equipment takes a long time, the construction is difficult, the efficiency is low, and the construction period is long. There are shortcomings in the mechanical and electrical construction of high-rise buildings. Therefore, how to improve the production process level of risers, improve construction efficiency, reduce construction difficulty, and ensure construction quality is a difficult problem faced by construction companies and urgently needs to be solved as soon as possible.

[0003] Chongqing Construction Engineering Third Construction Co., Ltd. relies on actual engineering projects, based on traditional construction experience, problem-oriented, active exploration, bold innovation, and introduces the concept of building industrialization. It uses one or several floor-high pipe wells as a modular unit segment. All pipes and brackets in the segment are processed and assembled in the factory, and then transported to the site for overall lifting. Summary of the invention

[0004] In order to make up for the deficiencies of the prior art and solve the problems described in the background art, the present invention proposes a segmented assembled vertical pipeline structure for a pipe shaft in a high-rise building and a construction method thereof.

[0005] The technical solution adopted by the present invention to solve the technical problem is: a segmented assembly method for vertical pipeline construction of a high-rise building pipe shaft according to the present invention comprises the following steps:

[0006] S1: Collect and organize relevant data on risers, confirm the fixed connection method between the riser racks on each floor and the main structure beams, confirm the calculation methods for load calculation and strength calculation compensation, confirm the connection methods of pipes, casings and brackets under different pipe diameters, different materials and whether they are insulated or not, confirm the connection specifications of branch pipes, confirm the pipe diameter, position elevation and horizontal position direction of water supply and drainage, fire protection and air conditioning, as well as the three-way branch pipes on each floor;

[0007] S2: Design and verification of pipe shaft riser module structure

[0008] (1) According to the specific building structure and transportation and hoisting conditions, all the risers of every 1-2 floors in each pipe shaft are taken as unit segments, and the pipes are connected to the pipe frame through the pipe clamps on the frame to form a complete riser module;

[0009] (2) Preliminary arrangement of pipe shaft risers: Based on the collected and collated data on pipe shaft risers, clarify all the influencing factors that need to be considered, determine the impact of each factor on the riser arrangement, and make a reasonable preliminary arrangement of the pipe shaft in accordance with the relevant design clauses of the Technical Specifications for Prefabricated Risers GB50682;

[0010] (3) Fine adjustment of the layout of the pipe shaft riser. Combined with the specific construction conditions of the civil engineering and steel structure measured on site, the positions of the risers in the pipe shaft are roughly adjusted, and the components and accessories of the pipe group are reasonably arranged. In addition, various complex situations are combined to make fine adjustments to the pipelines in the pipe shaft again.

[0011] (4) After the position and arrangement of the risers in the pipe shaft are preliminarily determined, the force recheck calculation is performed on the pipe group under no-load and system operation conditions, and the optimal arrangement of the pipe group is finally determined in combination with the upper and lower limits of the structural floor force given by the building design. The structural design and calculation mainly include the calculation of all load combinations on the riser module bracket, the calculation of the strength and deformation of the riser module bracket, and the calculation of the force of the riser module on the structure;

[0012] S3: Deepen the design of the pipe shaft riser, arrange the specific installation positions of the pipe fittings on the riser according to the construction work; determine the size, quantity, material and connection method of the pipe group components according to the design specifications; use AUTOCAD and REVIT architectural drawing to draw the processing and manufacturing drawings of each component;

[0013] S4: The riser module is manufactured in the factory. First, the total amount of various pipes, steel plates, and steel sections required is calculated according to the riser module pipe rack processing drawing. Then, materials are reserved in advance according to the construction schedule. After the materials arrive at the factory, the processing and manufacturing department invites the supervision unit to inspect the materials according to the prefabricated riser manufacturing instructions and corresponding acceptance specifications. Finally, the casing, steel frame, plate and reinforcing ribs are processed, and the riser module pipe rack is welded, the riser module pipes are processed, and the prefabricated pipe group is installed;

[0014] S5: After all the tasks in steps S1-S4 are ready, start the installation construction, transport the riser module to the construction area, hoist the riser module to the designated location by hoisting equipment, and then weld and inspect the welds.

[0015] Preferably, the pipe well riser data in S1 includes the number, specification, material, pipeline transfer status of the risers in each section, as well as the pipe fittings, specification, material and connection method on each riser and the riser parts.

[0016] Preferably, during the hoisting of the S5 neutral pipe module to the designated position, it is necessary to ensure that the pipe group has sufficient operating space during the rotation process, and it is also necessary to use homemade tools to ensure the stability of the pipe group during the rotation and the integrity of the pipe group; in the hoisting outside the building, a civil engineering tower crane and a homemade hoisting balance beam are used to directly transport the prefabricated pipe group to the unloading platform above the designated hoisting floor, and the prefabricated pipe group is transferred to the designated hoisting point in the core tube by a homemade pipe group transfer vehicle and winch equipment. After the pipe group is rotated and successfully transported to the corresponding position in the pipe shaft by a crane and a hand winch tool, the installation personnel on each floor fix the pipe group at the same time to complete the hoisting process of the entire prefabricated pipe group.

[0017] A segmented assembled vertical pipe structure for a high-rise building pipe shaft, the segmented assembled vertical pipe structure for a high-rise building pipe shaft is suitable for the above-mentioned segmented assembled vertical pipe construction method for a high-rise building pipe shaft, the segmented assembled vertical pipe structure for a high-rise building pipe shaft comprises a vertical pipe and a hanging frame for fixing a plurality of side-by-side vertical pipes; the hanging frame comprises a U-shaped steel frame, a baffle, a sleeve and a fixing plate; the number of the U-shaped steel frames is two, and the two end plane side walls of each U-shaped steel frame are welded together by two baffles, the U-shaped steel frame and the baffle form a rectangular frame, and a plurality of sleeves are welded between the two U-shaped steel frames; one end of the sleeve is higher than one end face of the U-shaped steel frame, and the other end of the sleeve is flush with the other end face of the U-shaped steel frame, and one end of the sleeve is symmetrically welded with a fixing plate, the fixing plate is arranged along the length direction of the U-shaped steel frame, and each fixing plate has symmetrical through holes.

[0018] Preferably, the inner diameter of the sleeve is designed according to the outer diameter of the vertical pipe, and the outer ring of the vertical pipe is gap-matched with the inner ring of the sleeve; the length of the baffle is the same as the outer ring diameter of the sleeve with the larger inner and outer ring diameters of the frame.

[0019] Preferably, a connecting block is symmetrically provided on the outer ring side wall of the casing which is smaller than the length of the baffle; the connecting block has an arc surface at one end, and the arc surface is adapted to the outer ring side wall of the casing, one end face of the connecting block is welded to the outer ring side wall of the casing, and the other end face of the connecting block is welded to the U-shaped steel frame.

[0020] Preferably, a limit plate is symmetrically provided on the outer ring side wall of each sleeve; the limit plate is arranged along the length direction of the baffle, one plate surface of the limit plate is attached to one end surface of the U-shaped steel frame, and one end of the limit plate is welded to the outer ring side wall of the sleeve.

[0021] Preferably, each of the U-shaped steel frames is provided with a lifting lug on the side walls of the recessed portions at both ends, and the lifting lug is welded to the U-shaped steel frame.

[0022] Preferably, a plurality of fastening bolts are provided on the side walls of the recesses at both ends of each U-shaped steel frame; the ends of the fastening bolts penetrate the U-shaped steel frame and the connecting plate and extend into the interior of the sleeve.

[0023] Technical effects and advantages of the present invention:

[0024] The construction method of vertical pipelines in high-rise building shafts is assembled in sections, and the processing is done in modular factories. The production has high precision, good processing quality and high efficiency. The modular on-site installation has few hoisting times and less on-site welding. The construction is simple, efficient, and of good quality. The on-site construction safety is good, the operation risk during the construction process is low, the material loss is small, the construction period is short, the economy is good, and it is energy-saving and environmentally friendly. The shaft riser module comes with its own bracket, which reduces the use of formwork and corrugated steel plates on the construction site to a certain extent. The centralized factory batch production reduces the loss of equipment and materials, which is in line with the energy-saving and environmental protection concepts advocated by the country. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] The present invention is further described below in conjunction with the accompanying drawings and implementation modes.

[0026] Figure 1 It is a construction process flow chart of the present invention;

[0027] Figure 2 It is a three-dimensional diagram of the hanging frame in the present invention;

[0028] Figure 3 is a top view of the hanging frame in the present invention;

[0029] Figure 4 It is a bottom view of the hanging frame in the present invention;

[0030] In the figure: a hanging frame 1, a hanging ear 111, a fastening bolt 112, a sleeve 13, a connecting block 131, a limiting plate 132, a fixing plate 14, and a through hole 141. DETAILED DESCRIPTION

[0031] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with the implementation methods.

[0032] like Figures 1 to 4 As shown, the present invention discloses a method for constructing vertical pipelines in a high-rise building manhole by assembling them in sections, and the construction method comprises the following steps:

[0033] S1: Collect and organize relevant data on risers, confirm the fixed connection method between the riser racks on each floor and the main structure beams, confirm the calculation method for load calculation and strength calculation compensation, confirm the connection method of pipes, casings 13 and brackets under different pipe diameters, different materials and insulation conditions, confirm the connection specifications of branch pipes, confirm the pipe diameter, position elevation and horizontal position direction of water supply and drainage, fire protection and air conditioning, as well as the three-way branch pipes on each floor;

[0034] S2: Design and verification of pipe shaft riser module structure (1). According to the specific building structure and transportation and hoisting conditions, all risers of every 1-2 floors in each pipe shaft are taken as unit segments. The pipes are connected to the pipe frame through the pipe clamps on the frame to form a complete riser module.

[0035] (2) Preliminary arrangement of pipe shaft risers: Based on the collected and collated data on pipe shaft risers, clarify all the influencing factors that need to be considered, determine the impact of each factor on the riser arrangement, and make a reasonable preliminary arrangement of the pipe shaft in accordance with the relevant design clauses of the Technical Specifications for Prefabricated Risers GB50682;

[0036] (3) Fine adjustment of the layout of the pipe shaft riser. Combined with the specific construction conditions of the civil engineering and steel structure measured on site, the positions of the risers in the pipe shaft are roughly adjusted, and the components and accessories of the pipe group are reasonably arranged. In addition, various complex situations are combined to make fine adjustments to the pipelines in the pipe shaft again.

[0037] (4) After the position and arrangement of the risers in the pipe shaft are preliminarily determined, the force recheck calculation is performed on the pipe group under no-load and system operation conditions, and the optimal arrangement of the pipe group is finally determined in combination with the upper and lower limits of the structural floor force given by the building design. The structural design and calculation mainly include the calculation of all load combinations on the riser module bracket, the calculation of the strength and deformation of the riser module bracket, and the calculation of the force of the riser module on the structure;

[0038] S3: Deepen the design of the pipe shaft riser, arrange the specific installation positions of the pipe fittings on the riser according to the construction work; determine the size, quantity, material and connection method of the pipe group components according to the design specifications; use AUTOCAD and REVIT architectural drawing to draw the processing and manufacturing drawings of each component;

[0039] S4: The riser module is manufactured in the factory. First, the total amount of various pipes, steel plates, and steel sections required is calculated according to the riser module pipe rack processing drawing. Then, materials are reserved in advance according to the construction schedule. After the materials arrive at the factory, the processing and manufacturing department invites the supervision unit to inspect the materials according to the prefabricated riser manufacturing instructions and corresponding acceptance specifications. Finally, the casing 13, steel skeleton, plate and reinforcing ribs are processed, and the riser module pipe rack is welded, the riser module pipes are processed, and the prefabricated pipe group is installed;

[0040] S5: After all the tasks in steps S1-S4 are ready, start the installation construction, transport the riser module to the construction area, hoist the riser module to the designated location by hoisting equipment, and then weld and inspect the welds.

[0041] As a specific implementation of the present invention, the pipe well riser data in S1 includes the number, specifications, materials, pipeline transfer status of the risers in each section, and the pipe fittings, specifications, materials and connection methods on each riser and riser parts.

[0042] As a specific implementation mode of the present invention, during the hoisting of the S5 neutral pipe module to the designated position, it is necessary to ensure that the pipe group has sufficient operating space during the rotation process, and it is also necessary to use homemade tools to ensure the stability of the pipe group during the rotation and the integrity of the pipe group; in the hoisting outside the building, a civil engineering tower crane and a homemade hoisting balance beam are used to directly transport the prefabricated pipe group to the unloading platform above the designated hoisting floor, and the prefabricated pipe group is transferred to the designated hoisting point in the core tube by a homemade pipe group transfer vehicle and winch equipment. After the pipe group is rotated and successfully transported to the corresponding position in the pipe shaft by a crane and a hand winch tool, the installation personnel on each floor fix the pipe group at the same time to complete the hoisting process of the entire prefabricated pipe group.

[0043] A vertical pipe structure for a pipe shaft of a high-rise building assembled in sections, the vertical pipe structure for a pipe shaft of a high-rise building assembled in sections is suitable for the construction method of the vertical pipe structure for a pipe shaft of a high-rise building assembled in sections, the vertical pipe structure for a pipe shaft of a high-rise building assembled in sections comprises a vertical pipe and a hanging frame 1 for fixing a plurality of vertical pipes arranged side by side; the hanging frame 1 comprises a U-shaped steel frame, a baffle, a sleeve 13 and a fixing plate 14; the number of the U-shaped steel frames is two, and the two ends of each U-shaped steel frame are flat The side walls of the U-shaped steel frame are welded together by two baffles, and the U-shaped steel frame and the baffles form a rectangular frame. A plurality of sleeves 13 are welded between the two U-shaped steel frames; one end of the sleeve 13 is higher than one end face of the U-shaped steel frame, and the other end of the sleeve 13 is flush with the other end face of the U-shaped steel frame. A fixing plate 14 is symmetrically welded to one end of the sleeve 13. The fixing plate 14 is arranged along the length direction of the U-shaped steel frame, and each fixing plate 14 is symmetrically provided with a through hole 141; the hoisting equipment hoists the vertical pipeline In the process of installing to the designated position, if the vertical pipes are hoisted to the designated position one by one, the efficiency of the vertical pipe hoisting operation is low, time is wasted, and energy used by the hoisting equipment is wasted, which increases the cost of the hoisting operation. For this reason, a hoisting frame 1 is designed to fix multiple vertical pipes in parallel, so as to improve the efficiency of hoisting vertical pipes while ensuring the safety of the hoisting operation. The vertical pipe is inserted into the sleeve 13, and then the bolted end of the vertical pipe is connected to the fixing plate 14 by bolts. At this time, multiple vertical pipes are fixed on the hoisting frame 1, and then the hoisting frame 1 and the vertical pipe are lifted and hoisted to the designated position by the hoisting equipment. Through the hoisting frame 1, multiple vertical pipes can be hoisted at the same time, reducing the number of hoisting times, improving hoisting efficiency, saving time and cost, and fixing the vertical pipe on the hoisting frame 1 by the fixing plate 14 to avoid the vertical pipe from detaching from the hoisting frame 1 during hoisting, thereby ensuring the safety of the hoisting operation.

[0044] The inner diameter of the sleeve 13 is designed according to the outer diameter of the vertical pipe, and the outer circle of the vertical pipe is gap-matched with the inner circle of the sleeve 13; the length of the baffle is the same as the outer diameter of the sleeve 13 with the larger inner and outer circles of the frame.

[0045] As a specific embodiment of the present invention, a connecting block 131 is symmetrically provided on the outer ring side wall of the sleeve 13 which is smaller than the length of the baffle; the connecting block 131 has an arc surface at one end, and the arc surface is adapted to the outer ring side wall of the sleeve 13, one end face of the connecting block 131 is welded to the outer ring side wall of the sleeve 13, and the other end face of the connecting block 131 is welded to the U-shaped steel frame; due to the different diameters of the vertical pipes, the coordination between the vertical pipe and the sleeve 13 is taken into consideration when designing the inner ring diameter of the sleeve 13, so that the hanging frame 1 can hang vertical pipes with different outer diameters, and the inner ring diameter of the sleeve should be designed according to the vertical pipe with the largest outer ring diameter on the hanging frame 1, and at the same time, the length of the baffle is designed according to the sleeve 13 with the largest outer ring diameter, so as to improve the adaptability of the hanging frame 1.

[0046] As a specific embodiment of the present invention, a limit plate 132 is symmetrically provided on the outer ring side wall of each of the sleeves 13; the limit plate 132 is arranged along the length direction of the baffle, one plate surface of the limit plate 132 is attached to one end surface of the U-shaped steel frame, and one end of the limit plate 132 is welded to the outer ring side wall of the sleeve 13; a limit plate 132 is arranged on the outer ring of each sleeve 13 to improve the stability between the sleeve 13 and the U-shaped steel frame; if the welding point between the sleeve 13 and the U-shaped steel frame becomes loose, the gravity of the vertical pipeline presses down the sleeve 13, causing the vertical pipeline to detach from the hoisting frame 1, causing a hoisting accident, and for this reason, the limit plate 132 is used to provide double-layer protection for the hoisting operation of the vertical pipeline.

[0047] As a specific implementation mode of the present invention, each of the U-shaped steel frames is provided with a lifting lug 111 on the side walls of the recess at both ends, and the lifting lug 111 is welded to the U-shaped steel frame; through the lifting lug 111, when the lifting frame 1 is in lifting operation, the lifting wire rope is not only bolted in the rectangular frame of the lifting frame 1, but also can be bolted to the lifting lug 111, which provides double protection for the lifting operation of the vertical pipeline on the one hand, and on the other hand, more lifting angles of the vertical pipeline can be selected according to the space on the lifting operation site, thereby improving the adaptability of the lifting frame 1.

[0048] As a specific embodiment of the present invention, a plurality of fastening bolts 112 are provided on the side walls of the recesses at both ends of each U-shaped steel frame; the ends of the fastening bolts 112 penetrate the U-shaped steel frame and the connecting plate and extend into the interior of the casing; by rotating the fastening bolts 112, the firmness between the vertical pipeline and the casing is increased again, thereby improving the safety of the lifting operation.

[0049] Working principle: the vertical pipe is inserted into the sleeve 13, and then the bolted connection end of the vertical pipe is connected to the fixing plate 14 by bolts. At this time, multiple vertical pipes are fixed on the lifting frame 1, and then the lifting frame 1 and the vertical pipe are lifted and hoisted together by the lifting equipment to the specified position; through the lifting frame 1, multiple vertical pipes can be lifted at the same time, reducing the number of lifting times, improving the lifting efficiency, saving time and cost, and fixing the vertical pipe on the lifting frame 1 through the fixing plate 14, avoiding the vertical pipe from detaching from the lifting frame 1 during lifting, thereby ensuring the safety of the lifting operation.

[0050] Due to the different diameters of the vertical pipes, the coordination between the vertical pipe and the sleeve 13 is taken into consideration when designing the inner diameter of the sleeve 13, so that the hanging frame 1 can hang vertical pipes with different outer diameters. The inner diameter of the sleeve should be designed according to the vertical pipe with the largest outer diameter on the hanging frame 1. At the same time, the length of the baffle is designed according to the sleeve 13 with the largest outer diameter to improve the adaptability of the hanging frame 1; and a limit plate 132 is arranged on the outer ring of each sleeve 13 to improve the stability between the sleeve 13 and the U-shaped steel frame; if the welding point between the sleeve 13 and the U-shaped steel frame becomes loose, For example, the gravity of the vertical pipeline presses down the casing 13, causing the vertical pipeline to detach from the lifting frame 1, resulting in a lifting accident. For this reason, the limit plate 132 is used to provide double protection for the lifting operation of the vertical pipeline; at the same time, through the lifting ear 111, the lifting wire rope of the lifting frame 1 is not only bolted in the rectangular frame of the lifting frame 1, but also can be bolted to the lifting ear 111 during the lifting operation. On the one hand, it provides double protection for the lifting operation of the vertical pipeline. On the other hand, according to the space on the lifting operation site, more lifting angles of the vertical pipeline can be selected to improve the adaptability of the lifting frame 1.

[0051] The above description is only a preferred specific implementation manner 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 scheme and inventive concept 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 method for constructing vertical pipelines in high-rise building manholes by assembling them in sections, characterized in that: The construction method includes the following steps: S1: Collect and organize relevant information on pipe shaft risers, confirm the fixed connection method between the pipe racks of each layer and the main structure beams, confirm the calculation method of load calculation and strength calculation compensation, confirm the connection method of pipes, casings and brackets under different pipe diameters, different materials and insulation conditions, confirm the connection specifications of branch pipes, confirm the pipe diameter, position elevation and horizontal position direction of water supply and drainage, fire protection and air conditioning, as well as the three-way branch pipes on each layer; S2: Design and verification of the structure of the pipe shaft riser module; (1) According to the specific building structure and transportation and hoisting conditions, all the risers of every 1-2 floors in each pipe shaft are taken as unit segments, and the pipes are connected to the pipe frame through the pipe clamps on the frame to form a complete riser module; (2) Preliminary arrangement of pipe shaft risers: Based on the collected and collated data on pipe shaft risers, clarify all the influencing factors that need to be considered, determine the impact of each factor on the riser arrangement, and make a reasonable preliminary arrangement of the pipe shaft in accordance with the relevant design clauses of the Technical Specifications for Prefabricated Risers GB50682; (3) Fine adjustment of the layout of the pipe shaft riser. Combined with the specific construction conditions of the civil engineering and steel structure measured on site, the positions of the risers in the pipe shaft are roughly adjusted, and the components and accessories of the pipe group are reasonably arranged. In addition, various complex situations are combined to make fine adjustments to the pipelines in the pipe shaft again. (4) After the position and arrangement of the risers in the pipe shaft are preliminarily determined, the force recheck calculation is performed on the pipe group under no-load and system operation conditions, and the optimal arrangement of the pipe group is finally determined in combination with the upper and lower limits of the structural floor force given by the building design. The structural design and calculation mainly include the calculation of all load combinations on the riser module bracket, the calculation of the strength and deformation of the riser module bracket, and the calculation of the force of the riser module on the structure; S3: Deepen the design of the pipe shaft riser, arrange the specific installation positions of the pipe fittings on the riser according to the construction work; determine the size, quantity, material and connection method of the pipe group components according to the design specifications; use AUTOCAD and REVIT architectural drawing to draw the processing and manufacturing drawings of each component; S4: The riser module is manufactured in the factory. First, the total amount of various pipes, steel plates, and steel sections required is calculated according to the riser module pipe rack processing drawing. Then, materials are reserved in advance according to the construction schedule. After the materials arrive at the factory, the processing and manufacturing department invites the supervision unit to inspect the materials according to the prefabricated riser manufacturing instructions and corresponding acceptance specifications. Finally, the casing, steel frame, plate and reinforcing ribs are processed, and the riser module pipe rack is welded, the riser module pipes are processed, and the prefabricated pipe group is installed; S5: After all the tasks in steps S1-S4 are ready, start the installation construction, transport the riser module to the construction area, hoist the riser module to the designated location by hoisting equipment, and then weld and inspect the welds.

2. A method for constructing vertical pipelines in a high-rise building manhole by assembling in sections according to claim 1, characterized in that: The relevant information of the pipe well riser in S1 includes the number, specifications, materials, pipeline transfer status of the risers in each section, as well as the pipe fittings, specifications, materials and connection methods on each riser and the riser parts.

3. A method for constructing vertical pipelines in a high-rise building manhole by assembling in sections according to claim 1, characterized in that: During the hoisting of the S5 neutral pipe module to the designated position, it is necessary to ensure that the pipe group has sufficient operating space during the rotation process, and it is also necessary to use homemade tools to ensure the stability and integrity of the pipe group during the rotation process; in the hoisting outside the building, a civil engineering tower crane and a homemade hoisting balance beam are used to directly transport the prefabricated pipe group to the unloading platform above the designated hoisting floor, and the prefabricated pipe group is transferred to the designated hoisting point in the core tube by a homemade pipe group transfer vehicle and winch equipment. After the pipe group is rotated and successfully transported to the corresponding position in the pipe shaft by a crane and a hand winch tool, the installation personnel on each floor fix the pipe group at the same time to complete the entire hoisting process of the prefabricated pipe group.

4. A segmented vertical pipe structure for a high-rise building manhole, characterized by: The segmented high-rise building pipe shaft vertical pipeline structure is applicable to a segmented high-rise building pipe shaft vertical pipeline construction method as described in any one of claims 1 to 3, and the segmented high-rise building pipe shaft vertical pipeline structure comprises a vertical pipeline and a hanging frame for fixing a plurality of side-by-side vertical pipelines; The hoisting frame includes a U-shaped steel frame, a baffle, a sleeve and a fixing plate; there are two U-shaped steel frames, and the two end plane side walls of each U-shaped steel frame are welded together through two baffles, and the U-shaped steel frame and the baffle form a rectangular frame, and a plurality of sleeves are welded between the two U-shaped steel frames; one end of the sleeve is higher than one end surface of the U-shaped steel frame, and the other end of the sleeve is flush with the other end surface of the U-shaped steel frame, and one end of the sleeve is symmetrically welded with a fixing plate, and the fixing plate is arranged along the length direction of the U-shaped steel frame, and each fixing plate is symmetrically provided with through holes; A connecting block is symmetrically arranged on the outer ring side wall of the casing which is shorter than the length of the baffle; one end of the connecting block is provided with an arc surface, and the arc surface is adapted to the outer ring side wall of the casing; one end surface of the connecting block is welded to the outer ring side wall of the casing, and the other end surface of the connecting block is welded to the U-shaped steel frame; A limiting plate is symmetrically arranged on the outer ring side wall of each sleeve; the limiting plate is arranged along the length direction of the baffle, one plate surface of the limiting plate is attached to one end surface of the U-shaped steel frame, and one end of the limiting plate is welded to the outer ring side wall of the sleeve.

5. A segmented high-rise building manhole vertical pipeline structure according to claim 4, characterized in that: The inner diameter of the sleeve is designed according to the outer diameter of the vertical pipe, and the outer ring of the vertical pipe is gap-matched with the inner ring of the sleeve; the length of the baffle is the same as the outer ring diameter of the sleeve with the largest inner and outer ring diameters of the frame.

6. The segmented vertical pipe structure for high-rise building manholes according to claim 4 is characterized by: Each of the U-shaped steel frames is provided with lifting ears on the side walls of the recessed parts at both ends, and the lifting ears are welded to the U-shaped steel frame.

7. The segmented vertical pipe structure for high-rise building manholes according to claim 4 is characterized by: A plurality of fastening bolts are arranged on the side walls of the recessed parts at both ends of each U-shaped steel frame; the ends of the fastening bolts penetrate the U-shaped steel frame and the connecting plate and extend into the interior of the sleeve.

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