CN117272494B - Method and device for splitting assembled building, electronic equipment and storage medium - Google Patents

Method and device for splitting assembled building, electronic equipment and storage medium Download PDF

Info

Publication number
CN117272494B
CN117272494B CN202311570327.8A CN202311570327A CN117272494B CN 117272494 B CN117272494 B CN 117272494B CN 202311570327 A CN202311570327 A CN 202311570327A CN 117272494 B CN117272494 B CN 117272494B
Authority
CN
China
Prior art keywords
splitting
component
building
specifications
requirement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202311570327.8A
Other languages
Chinese (zh)
Other versions
CN117272494A (en
Inventor
殷科
吴寒
赵芝云
李志鹏
唐修国
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sany Construction Technology Co Ltd
Original Assignee
Sany Construction Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sany Construction Technology Co Ltd filed Critical Sany Construction Technology Co Ltd
Priority to CN202311570327.8A priority Critical patent/CN117272494B/en
Publication of CN117272494A publication Critical patent/CN117272494A/en
Application granted granted Critical
Publication of CN117272494B publication Critical patent/CN117272494B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00Systems or methods specially adapted for specific business sectors, e.g. utilities or tourism
    • G06Q50/08Construction

Abstract

The invention relates to the technical field of assembly type building design and manufacture, and discloses an assembly type building splitting method, an assembly type building splitting device, electronic equipment and a storage medium, wherein the assembly type building splitting method comprises the following steps of: presetting a plurality of component specifications of the split components, and sequencing the component specifications according to priority; presetting the length of a cast-in-situ section of the adjacent components after splitting and the minimum remainder; splitting the building according to a preset rule to obtain a target component and a residual section, so that the target component meets the specification of the preset component, and the length of the residual section meets the minimum remainder; judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, and re-splitting the building. According to the invention, the building is split according to the preset component specification, the cast-in-situ section length and the minimum remainder, so that the split of the fabricated building is more intelligent, the split result can be prejudged in advance, the split efficiency is high, the split error rate is low, and the later production and construction progress is ensured.

Description

Method and device for splitting assembled building, electronic equipment and storage medium
Technical Field
The invention relates to the technical field of assembly type building design and manufacture, in particular to an assembly type building splitting method, an assembly type building splitting device, electronic equipment and a storage medium.
Background
The assembled building is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories (such as floors, wallboards, stairs, balconies and the like) in the factory, transporting to a building construction site, and assembling and installing the building on site in a reliable connection mode. In the construction process of precast concrete assembled buildings, some concrete elements with larger sizes are often required to be decomposed into a plurality of precast elements and cast-in-place sections in the design stage. The most common practice at present is mainly to set decomposition parameters by a deepest designer through some deepest design software according to a standard atlas, carry out empirical component decomposition and design, carry out deepest design and production of components in the next step, and transport to the site for installation after the production is completed. However, through empirical component splitting, work efficiency is low, and split error rate is high, influences split efficiency, delays the production progress.
Disclosure of Invention
In view of the above, the invention provides an assembly type building splitting method, an assembly type building splitting device, electronic equipment and a storage medium, so as to solve the problems that the existing assembly type building splitting method is low in working efficiency, high in splitting error rate, and delays production progress.
In a first aspect, the present invention provides a method for splitting an assembled building, comprising the steps of: presetting a plurality of component specifications of the split components, and sequencing the component specifications according to priority; presetting the length of a cast-in-situ section of the adjacent components after splitting and the minimum remainder; splitting the building according to a preset rule to obtain a target component and a residual section, so that the target component meets the specification of the preset component, and the length of the residual section meets the minimum remainder; judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, re-splitting the building, and if so, outputting a splitting result.
The beneficial effects are that: the building is split according to the preset component specification, the cast-in-situ section length and the minimum remainder, so that the split of the fabricated building is more intelligent, the split result can be prejudged in advance, the split efficiency is high, the split error rate is low, and the later production and construction progress is ensured.
In an optional embodiment, the building is split according to a preset rule to obtain a target component and a residual section, so that the target component meets a preset component specification, and the length of the residual section meets a minimum remainder; judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, and re-splitting the building, wherein the method comprises the following steps: splitting each monolithic member in the building according to a preset rule to obtain a target member and a residual section of each monolithic member, so that the target member meets the specification of the preset member, and the length of the residual section meets the minimum remainder; judging whether the target member of each monolithic member meets the weight requirement, if not, readjusting the priority order of the specifications of the plurality of members, and re-splitting the monolithic members, if so, executing the next step; judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirements and the main specification ratio requirements, if not, readjusting the priority orders of the component specifications, re-splitting the building, and if so, outputting a splitting result.
The beneficial effects are that: firstly, splitting the single block member once or a plurality of times to enable each single block member to meet the specification requirement, the minimum remainder requirement and the weight requirement, and carrying out statistical analysis on the member objects formed by all splitting, judging the number of the member types and the main specification ratio as basic requirements, splitting the building once or a plurality of times, and simultaneously, ensuring that the number of the member objects formed by splitting the whole building is reasonable while meeting the prefabrication requirement of each single block member, thereby being convenient for processing and manufacturing.
In an alternative embodiment, the splitting of each monolithic member in the building according to the preset rule to obtain the target member and the remaining segment of each monolithic member includes the steps of: splitting the monolithic member according to the optimized specification after the priority ranking; and judging whether the length of the residual section meets the minimum remainder, if so, executing the next step, and if not, sequentially adjusting the specification of the target component according to the priority order and the suboptimal specification according to the sequence from the near to the far of the residual section until the residual section meets the minimum remainder.
The beneficial effects are that: the lengths of a plurality of target members in front of the remaining segments are adjusted, so that the lengths of the remaining segments are adjusted accordingly, and the lengths of the target members formed by splitting and the lengths of the remaining segments meet the requirements.
In an alternative embodiment, the step of determining whether the target member of each monolithic member meets the weight requirement, and if not, readjusting the priority orders of the specifications of the plurality of members, and re-splitting the monolithic member comprises the steps of: presetting the maximum weight M of the split member max Selecting the largest member of the target members after the splitting of the single member, and calculating the weight to obtain the weight M 0 If M 0 <M max Then execute the next step if M 0 ≥M max The priority order of the specifications of the components is automatically adjusted to prioritize the use of the shorter component specifications and to re-split the monolithic component.
The beneficial effects are that: and comparing the weight of the largest member in the target members formed by splitting the single member with the preset maximum weight, and splitting the single member again when the weight of the largest member exceeds the preset requirement, so that each target member can meet the weight requirement.
In an alternative embodiment, the method for judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirement and the main specification ratio requirement or not, if not, readjusting the priority orders of the component specifications, and re-splitting the building comprises the following steps: after the splitting of each single block of components in the building is completed, classifying and counting the component objects formed by splitting the whole building according to the types of specifications, presetting the maximum number of component types and the minimum duty ratio of main specifications, and if the component object types are larger than the maximum number of preset component types or the main specification duty ratio of the component objects is smaller than the minimum duty ratio, readjusting the priority ordering of the specifications of the plurality of components, and re-splitting each single block of components in the building.
The beneficial effects are that: when the number of the types of the component objects or the main specification ratio does not meet the preset requirement, the building is disassembled again by adjusting the priority ordering of the specifications of the components, so that the number of the types of the component objects is controllable while the specification requirement, the length requirement of the cast-in-situ section, the minimum remainder and the maximum weight requirement are met by the component objects, the main specification ratio is higher, the standardization degree of the building components is improved, the industrialization level of the fabricated building is further improved, the recycling rate of the die required by the component production is improved, and the cost required by the component production is greatly reduced.
In an alternative embodiment, several component specifications of the disassembled components are preset according to factory conditions, transportation conditions and the requirement of hoisting on the construction site.
The beneficial effects are that: by comprehensively considering factory conditions, transportation conditions and the requirements of hoisting on construction sites, the specification of the components is formulated, the split formed component objects all meet factory prefabrication requirements, transportation requirements and site hoisting requirements, the production, transportation and construction of the components are facilitated, and the production, transportation and construction costs are reduced.
In an alternative embodiment, the factory conditions include crane efficiency, die table size, line size; the transportation conditions comprise transportation height limit, width limit, weight limit and road conditions limited by traffic rules; the requirements for hoisting at the construction site include the hoisting capacity of the hoisting machinery.
In a second aspect, the present invention further provides an assembled building splitting device, and the assembled building splitting method includes: the input module is used for inputting a plurality of component specifications, sorting the component specifications according to priority, and inputting the length, the minimum remainder and the maximum weight of the cast-in-situ section; the execution module is used for splitting the building; and the judging module is used for judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement.
In a third aspect, the present invention also provides an electronic device, including: the system comprises at least one processor and a memory communicatively connected with the at least one processor, wherein the memory stores instructions executable by the at least one processor, and the instructions are executed by the at least one processor to cause the at least one processor to perform the above-described building-assembly splitting method.
In a fourth aspect, the present invention also provides a storage medium having stored thereon computer instructions which, when executed by a processor, implement the above-described method of building splitting.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present invention, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic flow chart of an assembly type building splitting method according to an embodiment of the invention;
FIG. 2 is a schematic diagram I of inputting specifications of a plurality of components in an assembly-type building splitting method according to an embodiment of the present invention;
FIG. 3 is a second schematic diagram of inputting specifications of several components in the method for splitting an assembled building according to an embodiment of the present invention;
FIG. 4 is a schematic view of a first embodiment of the present invention, wherein the first embodiment is a structural diagram of a single block member after being disassembled;
FIG. 5 is a schematic illustration of an unsatisfied construction after a split of a monolithic member according to a second embodiment of the present invention;
FIG. 6 is a schematic structural diagram of the first target member from the near to the far end of the rest of the segments in FIG. 5, after being adjusted from the first specification to the second specification;
FIG. 7 is a schematic illustration of an unsatisfied construction of a third embodiment of the present invention after a single block member is disassembled to size;
FIG. 8 is a schematic structural diagram of the first target member from the near to the far end of the rest of the segments in FIG. 7, which is not satisfied after the first target member is adjusted from the first specification to the second specification;
FIG. 9 is a schematic structural diagram of the second target member from the near to the far of the rest of the blocks in FIG. 8, after being adjusted from the first specification to the second specification;
FIG. 10 is a schematic view of a wall with circular holes and square holes according to an embodiment of the present invention;
fig. 11 is a schematic structural diagram of a building with a split structure according to an embodiment of the present invention.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
An embodiment of the present invention is described below with reference to fig. 1 to 11.
According to an embodiment of the present invention, in one aspect, there is provided an assembly building splitting method, including the steps of:
s10: presetting a plurality of component specifications of the split components, and sequencing the component specifications according to priority;
s20: presetting the length of a cast-in-situ section of the adjacent components after splitting and the minimum remainder;
s30: splitting the building according to a preset rule to obtain a target component and a residual section, so that the target component meets the specification of the preset component, and the length of the residual section meets the minimum remainder;
s40: judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, re-splitting the building, and if so, outputting a splitting result.
The building is split according to the preset component specification, the cast-in-situ section length and the minimum remainder, so that the split of the fabricated building is more intelligent, the split result can be prejudged in advance, the split efficiency is high, the split error rate is low, and the later production and construction progress is ensured.
In step S10, several component specifications of the disassembled components are preset according to factory conditions, transportation conditions and the requirement of hoisting on the construction site. By comprehensively considering factory conditions, transportation conditions and the requirements of hoisting on construction sites, the specification of the components is formulated, the split formed component objects all meet factory prefabrication requirements, transportation requirements and site hoisting requirements, the production, transportation and construction of the components are facilitated, and the production, transportation and construction costs are reduced. Specifically, factory conditions include crane efficiency, die table size, and production line size; the transportation conditions comprise transportation height limit, width limit, weight limit and road conditions limited by traffic rules; the requirements for hoisting at the construction site include the hoisting capacity of the hoisting machinery.
It is worth to say that the assembly type building is detached to meet the environmental conditions, manufacturing and construction conditions, and the limitation of the members to the members in the links of transportation, installation and the like is fully considered, so that the assembly type building is reasonable in stress, simple in connection, convenient to construct, few in specification, multi-combination and standardized in design principle, and the specification of the members and the types of connecting nodes are unified and reduced. For the fabricated concrete structure, the assembly type building cannot be detached as desired, and the size of the components cannot be made as large as possible for the convenience of installation efficiency and construction, because the problems of manufacturing, transportation, feasibility of installation and the like exist, and the factors of restriction are many. The efficiency of a factory crane, the size of a mould table or a production line, the transportation height limit, the width limit and the weight limit of traffic specification limit and the constraint of road conditions are considered, and the factors of the energy of the tower crane in a construction site are combined.
In the related art, the fabricated building is generally split according to the prefabrication rate requirement. However, the target member formed by the splitting in the related art is at risk of not meeting factory conditions, transportation conditions and hoisting requirements of a construction site, and problems are likely to occur in the later production, transportation and construction processes, so that the production cost is increased and the production period is prolonged.
It should be noted that, the formulation of the component specification and the priority ranking may also consider the shape of the prefabricated component, the requirement on the assembly rate in the related reply file, the building function and artistic effect of the building facade concrete component, and other factors. Referring to fig. 2 and 3, based on the above requirements, the most common disassembly sizes in a general factory are defined, and meanwhile, a user can autonomously add some disassembly sizes according to the needs of different projects, and related parameters are taken as basic parameters before design.
For step S30 and step S40, the steps are included:
s31: splitting each monolithic member in the building according to a preset rule to obtain a target member and a residual section of each monolithic member, so that the target member meets the specification of the preset member, and the length of the residual section meets the minimum remainder;
s41: judging whether the target member of each monolithic member meets the weight requirement, if not, readjusting the priority order of the specifications of the plurality of members, and re-splitting the monolithic members, if so, executing the next step;
s42: judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirements and the main specification ratio requirements, if not, readjusting the priority orders of the component specifications, re-splitting the building, and if so, outputting a splitting result.
Firstly, splitting the single block member once or a plurality of times to enable each single block member to meet the specification requirement, the minimum remainder requirement and the weight requirement, and carrying out statistical analysis on the member objects formed by all splitting, judging the number of the member types and the main specification ratio as basic requirements, splitting the building once or a plurality of times, and simultaneously, ensuring that the number of the member objects formed by splitting the whole building is reasonable while meeting the prefabrication requirement of each single block member, thereby being convenient for processing and manufacturing.
Specifically, in step S31, each monolithic member in the building is split according to a preset rule to obtain a target member and a remaining segment of each monolithic member, including the steps of:
s311: splitting the monolithic member according to the optimized specification after the priority ranking;
s312: and judging whether the length of the residual section meets the minimum remainder, if so, executing the next step, and if not, sequentially adjusting the specification of the target component according to the priority order and the suboptimal specification according to the sequence from the near to the far of the residual section until the residual section meets the minimum remainder.
The lengths of a plurality of target members in front of the remaining segments are adjusted, so that the lengths of the remaining segments are adjusted accordingly, and the lengths of the target members formed by splitting and the lengths of the remaining segments meet the requirements.
In one embodiment, as shown in fig. 2 and 3, the component specifications are prioritized to be one to five specifications. In the first case shown in fig. 4, after the splitting of a pair of monolithic members in a specification, the length of the remaining segment is 800mm, and 500mm which satisfies the minimum remainder requirement, so that the splitting is satisfactory. In the second case shown in fig. 5, after the monolithic member is split by the first specification, the length of the remaining segment is 200mm, which is less than 500mm required by the minimum remainder, and the split is not satisfactory, so that the first target member from the near to the far end of the remaining segment is adjusted from the first specification to the second specification, as shown in fig. 6, and the length of the remaining segment is 500mm, which satisfies 500mm required by the minimum remainder, and the split is satisfactory. In the third case shown in fig. 7, after the splitting of a single block member in a specification, the length of the remaining segment is 100mm, which is less than 500mm required for the minimum remainder, and the splitting is not satisfactory; therefore, as shown in fig. 8, the first target member from the near to the far from the rest is adjusted from the first specification to the second specification, and the length of the rest is 400mm at this time, so that the splitting is not in accordance with the requirement; therefore, as shown in fig. 9, the second target member from the near to the far from the rest is adjusted from the first specification to the second specification, and the length of the rest is 700mm at this time, so that the minimum remainder requirement of 500mm is met, and the split meets the requirement.
It should be noted that, when the number of target members formed by splitting is N, each target member is ordered into a first block, a second block, and an nth block of the third block … … in order, and the nth block is followed by the remaining segments. Correspondingly, the first target component from the near to the far from the rest is the Nth target component, and the second target component from the near to the far from the rest is the (N-1) th target component.
In step S41, it is determined whether the target member of each monolithic member satisfies the weight requirement, and if not, the priority orders of the specifications of the plurality of members are readjusted, and the monolithic member is re-split, including the steps of:
presetting the maximum weight M of the split member max Selecting the largest member of the target members after the splitting of the single member, and calculating the weight to obtain the weight M 0 If M 0 <M max Then execute the next step if M 0 ≥M max The priority order of the specifications of the components is automatically adjusted to prioritize the use of the shorter component specifications and to re-split the monolithic component.
It is worth noting that M is obtained when splitting is performed in specification one 0 ≥M max Then the splitting can be performed again with the second specification.
And comparing the weight of the largest member in the target members formed by splitting the single member with the preset maximum weight, and splitting the single member again when the weight of the largest member exceeds the preset requirement, so that each target member can meet the weight requirement.
It should be noted that, as shown in fig. 10, taking a wall body with a circular hole and a square hole as an example, the weight calculation formula of the wall body member is as follows:
M 0 v×τ, where V is the component volume, τ is the concrete volume weight (2.5×10 h kg/m); further, the formula for calculating the volume of the component is:
V=(W×H-W 1 ×H 1 -pi x R) x T, wherein T is the component thickness.
The following aspects need to be considered in determining the predetermined component specification, minimum remainder, and maximum weight: the lifting capacity of the factory crane is generally 12-24 t; the lifting weight of the construction tower crane is generally within 10 t; the lifting weight range of the automobile crane is larger and is generally 8-16 t; the weight limit of a transport vehicle is generally 20-30 t, and the weight limit of roads and bridges in the transportation process is also considered; the transportation ultra-wide size is limited to 2.2 to 2.5m; the transport ultra-high size is limited to 4m, the height of the vehicle body is limited to 1.2m, and the height of the component is limited to 2.8 m; the height of the components of the low-car body vehicle with the professional transportation precast slabs can reach 3.5m; the transport length is not more than 15m at maximum depending on the vehicle.
In step S42, it is determined whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirement and the main specification ratio requirement, if not, the priority orders of the component specifications are readjusted, and the building is re-split, including the steps of:
after the splitting of each single block of components in the building is completed, classifying and counting the component objects formed by splitting the whole building according to the types of specifications, presetting the maximum number of component types and the minimum duty ratio of main specifications, and if the component object types are larger than the maximum number of preset component types or the main specification duty ratio of the component objects is smaller than the minimum duty ratio, readjusting the priority ordering of the specifications of the plurality of components, and re-splitting each single block of components in the building.
When the number of the types of the component objects or the main specification ratio does not meet the preset requirement, the building is disassembled again by adjusting the priority ordering of the specifications of the components, so that the number of the types of the component objects is controllable while the specification requirement, the length requirement of the cast-in-situ section, the minimum remainder and the maximum weight requirement are met by the component objects, the main specification ratio is higher, the standardization degree of the building components is improved, the industrialization level of the fabricated building is further improved, the recycling rate of the die required by the component production is improved, and the cost required by the component production is greatly reduced.
It should be noted that, the maximum number of preset member types is ten, the minimum ratio of the main specification is 80%, please refer to fig. 11, after the splitting of each single member in the building is completed, the member objects formed by splitting the whole building are classified and counted according to the types of the specifications, and the statistical results are shown in table 1. As can be seen from table 1, the specification types of the component objects formed by splitting the whole building are eight, which are smaller than the maximum number of the preset component types, so that the requirements are met; the main specification duty ratio (sum of the first specification duty ratio and the third specification duty ratio) is 90.7%, which is larger than the preset minimum main specification duty ratio of 80%, thus meeting the requirements.
It should be noted that, due to the basic properties of the fabricated building, users often pay attention to the prefabrication rate and the assembly rate of the items. When the prefabrication rate and the assembly rate are required, the calculation can be performed according to the following formula, wherein the specific calculation formula is as follows, prefabrication rate=v 1 /(V 1 +V 2 ) X 100%, fitting ratio = Q 1 /(100-q). Times.100%, where V 1 Is the volume of the prefabricated part, V 2 Is the volume of the cast-in-situ part, Q 1 Is the score of the preformed portion, and q is the score of the evaluation item lacking in the evaluation item. As shown in table 1, the calculated prefabrication rate and assembly rate may be output simultaneously for reference by the user.
TABLE 1 statistics of the types and corresponding amounts of component objects
According to an embodiment of the present invention, on the other hand, there is also provided an assembly building splitting device, and the assembly building splitting method includes:
the input module is used for inputting a plurality of component specifications, sorting the component specifications according to priority, and inputting the length, the minimum remainder and the maximum weight of the cast-in-situ section;
the execution module is used for splitting the building;
and the judging module is used for judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement.
It should be noted that, as shown in fig. 2 and fig. 3, after a plurality of component specifications are definitely defined, the plurality of component specifications are input through the input module, and other additional specifications can be added as required; meanwhile, the length, the minimum remainder and the maximum weight of the cast-in-situ section are required to be set.
It should be noted that, the execution module can split the building according to the preset rule, and the execution module can also re-split the building after re-adjusting the priority order of the specifications of the plurality of components.
It is worth to say that, assembled building split device still includes output module, and output module is used for the final split result of output.
In one embodiment, the judging module includes:
a first judging unit for judging whether the target member of each monolithic member satisfies a weight requirement;
and the second judging unit is used for judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirement and the main specification ratio requirement.
In one embodiment, the execution module includes:
the execution unit is used for splitting the building according to the priority order;
and a third judging unit for judging whether the length of the remaining segment satisfies the minimum remainder.
In one embodiment, the fabricated building splitting device further includes a statistics module, configured to count types of specifications of component objects formed by splitting the entire building and numbers corresponding to each type.
According to still another aspect of the embodiments of the present invention, there is also provided an electronic apparatus including: the system comprises at least one processor and a memory communicatively connected with the at least one processor, wherein the memory stores instructions executable by the at least one processor, and the instructions are executed by the at least one processor to cause the at least one processor to perform the above-described building-assembly splitting method.
In this embodiment, the processor may be a central processing unit (Central Processing Unit, CPU). The processor may also be other general purpose processors, digital signal processors (Digital Signal Processor), DSPs, application specific integrated circuits (Application Specific Integrated Circuit, ASICs), field programmable gate arrays (Field-Programmable Gate Array, FPGAs) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, or a combination of the above.
In this embodiment, the memory is used as a non-transitory computer readable storage medium for storing non-transitory software programs, non-transitory computer executable programs, and modules.
The memory may include a memory program area and a memory data area, wherein the memory program area may store an operating system, at least one application program required for a function; the storage data area may store data created by the processor, etc. In addition, the memory may include high-speed random access memory, and may also include non-transitory memory, such as at least one magnetic disk storage device, flash memory device, or other non-transitory solid state storage device. In some embodiments, the memory may optionally include memory located remotely from the processor, the remote memory being connectable to the processor through a network. Examples of such networks include, but are not limited to, the internet, intranets, local area networks, mobile communication networks, and combinations thereof.
According to yet another aspect of embodiments of the present invention, there is also provided a storage medium having stored thereon computer instructions which, when executed by a processor, implement the above-described building-in-building splitting method.
The storage medium may be a magnetic Disk, an optical Disk, a Read-Only Memory (ROM), a random access Memory (Random Access Memory, RAM), a Flash Memory (Flash Memory), a Hard Disk (HDD), or a Solid State Drive (SSD); the storage medium may also comprise a combination of memories of the kind described above.
Although embodiments of the present invention have been described in connection with the accompanying drawings, various modifications and variations may be made by those skilled in the art without departing from the spirit and scope of the invention, and such modifications and variations fall within the scope of the invention as defined by the appended claims.

Claims (9)

1. The method for splitting the assembled building is characterized by comprising the following steps of:
presetting a plurality of component specifications of the split components, and sequencing the component specifications according to priority;
presetting the length of a cast-in-situ section of the adjacent components after splitting and the minimum remainder;
splitting the building according to a preset rule to obtain a target component and a residual section, so that the target component meets the specification of the preset component, and the length of the residual section meets the minimum remainder;
judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, re-splitting the building, and if so, outputting a splitting result;
splitting the building according to a preset rule to obtain a target component and a residual section, wherein the target component meets the preset component specification, and the length of the residual section meets the minimum remainder; judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement, if not, readjusting the priority order of the component specifications, and re-splitting the building, wherein the method comprises the following steps:
splitting each monolithic member in the building according to a preset rule to obtain a target member and a residual section of each monolithic member, so that the target member meets the specification of the preset member, and the length of the residual section meets the minimum remainder;
judging whether the target member of each monolithic member meets the weight requirement, if not, readjusting the priority order of the specifications of the plurality of members, and re-splitting the monolithic members, if so, executing the next step;
judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirements and the main specification ratio requirements, if not, readjusting the priority orders of the component specifications, re-splitting the building, and if so, outputting a splitting result.
2. The method for disassembling the assembled building according to claim 1, wherein the step of disassembling each single-block member in the building according to a predetermined rule to obtain the target member and the remaining section of each single-block member comprises the steps of:
splitting the monolithic member according to the optimized specification after the priority ranking;
and judging whether the length of the residual section meets the minimum remainder, if so, executing the next step, and if not, sequentially adjusting the specification of the target component according to the priority order and the suboptimal specification according to the sequence from the near to the far of the residual section until the residual section meets the minimum remainder.
3. The method of claim 1 or 2, wherein the step of determining whether the target member of each monolithic member meets the weight requirement, and if not, readjusting the priority orders of the specifications of the plurality of members, and re-splitting the monolithic member comprises the steps of:
presetting the maximum weight M of the split member max Selecting the largest member of the target members after the splitting of the single member, and calculating the weight to obtain the weight M 0 If M 0 <M max Then execute the next step if M 0 ≥M max The priority order of the specifications of the components is automatically adjusted to prioritize the use of the shorter component specifications and to re-split the monolithic component.
4. The method for splitting an assembled building according to claim 1 or 2, wherein the step of determining whether the component objects formed by splitting all the individual components of the building meet the component type number requirement and the main specification ratio requirement, and if not, readjusting the priority orders of the component specifications, and re-splitting the building comprises the steps of:
after the splitting of each single block of components in the building is completed, classifying and counting the component objects formed by splitting the whole building according to the types of specifications, presetting the maximum number of component types and the minimum duty ratio of main specifications, and if the component object types are larger than the maximum number of preset component types or the main specification duty ratio of the component objects is smaller than the minimum duty ratio, readjusting the priority ordering of the specifications of the plurality of components, and re-splitting each single block of components in the building.
5. The method for splitting an assembled building according to claim 1 or 2, wherein a plurality of component specifications of the split components are preset according to factory conditions, transportation conditions and hoisting requirements of a construction site.
6. The method of claim 5, wherein the factory conditions include crane efficiency, bench size, line size; the transportation conditions comprise transportation height limit, width limit, weight limit and road conditions limited by traffic rules; the requirements for hoisting at the construction site include the hoisting capacity of the hoisting machinery.
7. A fabricated building splitting device applying the fabricated building splitting method of any of claims 1 to 6, comprising:
the input module is used for inputting a plurality of component specifications, sorting the component specifications according to priority, and inputting the length, the minimum remainder and the maximum weight of the cast-in-situ section;
the execution module is used for splitting the building;
the judging module is used for judging whether the target component meets the weight requirement, the component type number requirement and the main specification duty ratio requirement;
wherein, the judging module comprises:
a first judging unit for judging whether the target member of each monolithic member satisfies a weight requirement;
the second judging unit is used for judging whether the component objects formed by splitting all the monolithic components of the building meet the component type number requirement and the main specification duty ratio requirement;
the execution module comprises:
the execution unit is used for splitting the building according to the priority order;
and a third judging unit for judging whether the length of the remaining segment satisfies the minimum remainder.
8. An electronic device, comprising: at least one processor and a memory communicatively coupled to the at least one processor, wherein the memory stores instructions executable by the at least one processor to cause the at least one processor to perform the building assembly disassembly method of any one of claims 1 to 6.
9. A storage medium having stored thereon computer instructions which, when executed by a processor, implement the method of building splitting of any of claims 1 to 6.
CN202311570327.8A 2023-11-23 2023-11-23 Method and device for splitting assembled building, electronic equipment and storage medium Active CN117272494B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311570327.8A CN117272494B (en) 2023-11-23 2023-11-23 Method and device for splitting assembled building, electronic equipment and storage medium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311570327.8A CN117272494B (en) 2023-11-23 2023-11-23 Method and device for splitting assembled building, electronic equipment and storage medium

Publications (2)

Publication Number Publication Date
CN117272494A CN117272494A (en) 2023-12-22
CN117272494B true CN117272494B (en) 2024-03-08

Family

ID=89201308

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311570327.8A Active CN117272494B (en) 2023-11-23 2023-11-23 Method and device for splitting assembled building, electronic equipment and storage medium

Country Status (1)

Country Link
CN (1) CN117272494B (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107545120A (en) * 2017-09-15 2018-01-05 中建海峡建设发展有限公司 The method and computing device that a kind of prefabricated components based on BIM are split automatically
WO2018099189A1 (en) * 2016-12-02 2018-06-07 中兴通讯股份有限公司 Cell merging and splitting method, apparatus and base station
CN109034551A (en) * 2018-07-04 2018-12-18 成都希盟泰克科技发展有限公司 Equilibrium of stock method for construction plan establishment
CN109829186A (en) * 2018-12-13 2019-05-31 江苏龙腾数字建造技术研究院有限公司 One kind splitting optimization method based on the unidirectional superimposed sheet of BIM
CN111576705A (en) * 2020-05-29 2020-08-25 上海宝冶集团有限公司 Splitting method for reducing specification of assembled laminated slab
CN112270034A (en) * 2020-11-24 2021-01-26 筑友智造科技投资有限公司 Wall splitting method, device and system
CN113127946A (en) * 2019-12-30 2021-07-16 中国二十冶集团有限公司 Prefabricated part optimal economic size-based fabricated building splitting design method
CN114462134A (en) * 2022-04-12 2022-05-10 深圳小库科技有限公司 Assembly type building splitting method and device, electronic equipment and storage medium
CN115081092A (en) * 2022-08-03 2022-09-20 湖南集建创装配式建筑科技有限公司 Assembled wood structure building component coding mode and system based on revit
CN115587688A (en) * 2022-09-08 2023-01-10 蒋红 Scheduling method and system of assembly type building components based on BIM

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018099189A1 (en) * 2016-12-02 2018-06-07 中兴通讯股份有限公司 Cell merging and splitting method, apparatus and base station
CN107545120A (en) * 2017-09-15 2018-01-05 中建海峡建设发展有限公司 The method and computing device that a kind of prefabricated components based on BIM are split automatically
CN109034551A (en) * 2018-07-04 2018-12-18 成都希盟泰克科技发展有限公司 Equilibrium of stock method for construction plan establishment
CN109829186A (en) * 2018-12-13 2019-05-31 江苏龙腾数字建造技术研究院有限公司 One kind splitting optimization method based on the unidirectional superimposed sheet of BIM
CN113127946A (en) * 2019-12-30 2021-07-16 中国二十冶集团有限公司 Prefabricated part optimal economic size-based fabricated building splitting design method
CN111576705A (en) * 2020-05-29 2020-08-25 上海宝冶集团有限公司 Splitting method for reducing specification of assembled laminated slab
CN112270034A (en) * 2020-11-24 2021-01-26 筑友智造科技投资有限公司 Wall splitting method, device and system
CN114462134A (en) * 2022-04-12 2022-05-10 深圳小库科技有限公司 Assembly type building splitting method and device, electronic equipment and storage medium
CN115081092A (en) * 2022-08-03 2022-09-20 湖南集建创装配式建筑科技有限公司 Assembled wood structure building component coding mode and system based on revit
CN115587688A (en) * 2022-09-08 2023-01-10 蒋红 Scheduling method and system of assembly type building components based on BIM

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
Procedural modeling of building;Pascal muller 等;《Proceedings》;20060731;第614-623页 *
基于构件拆分方案的装配式建筑全流程成本确定;宫培松 等;《建筑经济》;20200131;第41卷(第1期);第76-83页 *

Also Published As

Publication number Publication date
CN117272494A (en) 2023-12-22

Similar Documents

Publication Publication Date Title
CN108846152B (en) BIM-based shear wall structure hoisting stage site optimization arrangement method
CN102253662A (en) Scheduling method for semiconductor production line based on multi-ant-colony optimization
CN117272494B (en) Method and device for splitting assembled building, electronic equipment and storage medium
CN110674548A (en) BIM-based assembly type building design method and system
AU2017234857A1 (en) Method for providing and assembling scaffolding units, each of which will be assembled from individual scaffolding components for constructing an industrial plant, in particular a petroleum refinery
CN116934059B (en) Crown block scheduling method, crown block scheduling device, crown block scheduling equipment and readable storage medium
CN112287448A (en) Assembly type building deepening design and construction method based on BIM and big data
CN109838117B (en) Standardized design method for prefabricated composite floor slab of residential building with rooms as units
CN110909409A (en) BIM-based assembly type construction steel bar data generation method, device, equipment and medium
CN106529065A (en) Installation construction method for carrying out component optimization by software
CN113886924A (en) Engineering quantity calculation method and device and electronic equipment
CN113250378B (en) Method and device for determining design form of prefabricated wall reinforcing steel bar
Romanovskyi et al. BIM-based decision support system for concrete formwork design
CN114462134A (en) Assembly type building splitting method and device, electronic equipment and storage medium
Bechthold et al. Design Robotics: Towards strategic design experiments
CN115577865A (en) Production room layout optimization method and device for preparation process
CN113987665B (en) Optimization method and device for removing pipeline collision of building equipment system
CN116432272A (en) Building materialization stage construction optimization method, electronic equipment and storage medium
CN115146369A (en) 3D printing prefabricated composite floor slab construction method and system
US20220155758A1 (en) Systems and methods for integrated component-based construction
CN111395524B (en) Cold-formed thin-wall light steel structure modularized building design method
CN210210809U (en) Mould of concrete prefabricated part
Xiang et al. Hybrid simulation modeling of hoist down-peak operations in construction sites
CN107357950B (en) Three-dimensional simulation design method for assembly structure
KR20170133069A (en) System and method for concrete construction nanagement

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant