CN112115541A - Assembly type building design method and system and cloud platform - Google Patents
Assembly type building design method and system and cloud platform Download PDFInfo
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Abstract
The invention relates to the technical field of data processing and intelligent building design, in particular to an assembly type building design method, an assembly type building design system and a cloud platform. According to the method, the component information set is determined, whether the construction safety information of the building component to be analyzed changes or not can be judged, if not, the assembly type modeling model is established through the building design terminal, so that the problem of multiple data modification during establishment of the assembly type modeling model can be solved, and the efficiency of establishing the assembly type modeling model is improved; if the data of the structural component is changed, updating and designing the structural component data, and more accurately creating an assembly type modeling model; according to a preset data synchronous acquisition protocol, target design parameters are acquired, the problem of data deviation can be avoided, and the target design parameters are input into the assembly type modeling model, so that building components and accessories can be safely assembled according to the obtained assembly type building design drawing, and the construction safety of assembly is further ensured.
Description
Technical Field
The invention relates to the technical field of data processing and intelligent building design, in particular to an assembly type building design method, an assembly type building design system and a cloud platform.
Background
The prefabricated building refers to a building formed by processing and manufacturing building components and accessories (such as floor slabs, wall slabs, stairs, balconies and the like) in a factory, transporting the manufactured building components and accessories to a building construction site and connecting the building components and accessories together in an assembling mode.
With the development of modern industrial technologies and the great push of assembly buildings, when each building component and fitting in the assembly buildings is processed and manufactured conventionally, the parameters of the building component and fitting need to be acquired, and the acquisition of the parameters of the building component and fitting needs to be completed cooperatively by different workers, however, in the process of the cooperative completion, data deviation of the manufactured building component and fitting often occurs due to the error or repeated supply of the parameters, and therefore, it is difficult to assemble the building component and fitting according to the related parameters, and it is difficult to ensure the construction safety of the assembly.
Disclosure of Invention
In order to solve the technical problems in the related art, the invention provides an assembly type building design method, an assembly type building design system and a cloud platform.
The invention provides an assembly type building design method, which is applied to a cloud platform and comprises the following steps:
acquiring corresponding prefabricated part information of a building component to be analyzed in a structural design list in an assembly state based on design demand information of a user on the assembly type building to obtain a first type component information set;
obtaining a second type component information set according to the prefabricated component information identified from each type of structural component data by the building design terminal;
after the current building architecture information is captured through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set;
if the construction safety information of the building component to be analyzed does not change, an assembly type modeling model is established through the building design terminal;
if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and establishing an assembly type modeling model based on the target structural component data;
acquiring target design parameters according to a preset data synchronization acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
In an alternative embodiment, after capturing the current building architecture information through the building design terminal, determining whether the construction safety information of the building element to be analyzed changes according to the prefabricated element information in the first type of element information set and the second type of element information set specifically includes:
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set; the first type of potential safety hazard information is information corresponding to the change of the construction safety information under the condition that the deformation information corresponding to the building component to be analyzed is not changed;
determining whether second type of potential safety hazard information exists or not based on the construction safety information of the second type of building component to be analyzed in the second type of component information set; the second type of potential safety hazard information is information corresponding to the change of construction safety information in the correlated structural member data;
determining whether third type of potential safety hazard information exists according to prefabricated part information in the same time period in the first type of component information set and the second type of component information set; the third type of potential safety hazard information is information with difference change between construction safety information generated when the building component to be analyzed is in an assembly state and construction safety information identified by a building design terminal;
and when the first type of potential safety hazard information, the second type of potential safety hazard information and the third type of potential safety hazard information exist at the same time, determining that the construction safety information of the building component to be analyzed changes.
In an alternative embodiment of the method of the invention,
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set, wherein the determining comprises the following steps: calculating a first-class safety deviation value between construction safety information of the first-class building components to be analyzed, which is acquired in any two time periods in the first-class component information set, and determining that first-class potential safety hazard information exists if the first-class safety deviation value is greater than a first preset deviation value;
determining whether second type of potential safety hazard information exists based on the construction safety information of the second type of building component to be analyzed in the second type of component information set, wherein the determining comprises the following steps: calculating a second type of safety deviation value between the construction safety information of the second type of building components to be analyzed corresponding to the correlated structural component data, and determining that second type of potential safety hazard information exists if the second type of safety deviation value is larger than a second preset deviation value;
determining whether third type of potential safety hazard information exists through prefabricated part information in the first type of component information set and the second type of component information set, wherein the determining comprises the following steps: and calculating a third safety deviation value between the construction safety information of the first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed, which are obtained in the same time period, and determining that third safety hidden danger information exists if the third safety deviation value is greater than a third preset deviation value.
In an alternative embodiment, the construction safety information of the building component to be analyzed in the first category and the construction safety information of the building component to be analyzed in the second category are cached in the same cache space in the order from low to high in safety level;
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set, wherein the determining comprises the following steps: calculating a safety deviation value between the construction safety information of two adjacent first-type building components to be analyzed cached in the caching space to obtain a first-type safety deviation value, and if the first-type safety deviation value is larger than a first preset deviation value, determining that first-type potential safety hazard information exists;
determining whether second type of potential safety hazard information exists based on the construction safety information of the second type of building component to be analyzed in the second type of component information set, wherein the determining comprises the following steps: calculating a safety deviation value between the construction safety information of two adjacent second building components to be analyzed in the cache space to obtain a second type safety deviation value, and determining that second type potential safety hazard information exists if the second type safety deviation value is greater than a second preset deviation value;
determining whether third type of potential safety hazard information exists through prefabricated part information in the first type of component information set and the second type of component information set, wherein the determining comprises the following steps: and calculating a safety deviation value between the construction safety information of the adjacent first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed in the cache space to obtain a third type of safety deviation value, and if the third type of safety deviation value is greater than a third preset deviation value, determining that third type of potential safety hazard information exists.
In an alternative embodiment, obtaining information of prefabricated parts corresponding to the building parts to be analyzed in the assembled state in the structural design list to obtain a first type part information set includes:
determining a first structural state list corresponding to a first building element to be analyzed and a second structural state list corresponding to a second building element to be analyzed, wherein the first structural state list and the second structural state list respectively comprise a plurality of sub-lists with different state weights;
extracting target structure type information of the first building component to be analyzed in one of the sub-lists of the first structural state list, and determining the sub-list with the smallest state weight in the second structural state list as a reference sub-list;
inputting the target structure type information into the reference sublist according to a preset time period and an information input path protocol, obtaining a target input point in the reference sublist, and determining a fusion relationship list between the first building component to be analyzed and the second building component to be analyzed based on the target structure type information and the target input point;
acquiring a sample structure type unit in the reference sublist based on the target input point, inputting the sample structure type unit into a sublist where the target structure type information is located according to a sublist in the fusion relationship list, obtaining a target structure type unit corresponding to the sample structure type unit in the sublist where the target structure type information is located, and determining the unit characteristics of the target structure type unit as target structure characteristic information; acquiring a target information sequence input into the reference sublist by the target structure type information;
and sequentially acquiring key characteristic values corresponding to the target structure characteristic information in the second structure state list according to the fusion degree between the target structure type unit and the prefabricated component information corresponding to the plurality of pieces of to-be-assembled state information on the target information sequence in the structure design list, stopping acquiring the key characteristic values in the next sub-list until the modeling grade of the sub-list where the acquired key characteristic values are located is consistent with the modeling grade of the target structure characteristic information in the first structure state list, and clustering the prefabricated component information corresponding to the key characteristic values into the first type component information set.
In an alternative embodiment, the obtaining the second type member information set from the prefabricated member information identified from each type of structural member data according to the building design terminal includes:
and converting the construction safety information of the current building component to be analyzed into construction safety information of the building component to be analyzed in an assembly state according to the construction safety information of the current building component to be analyzed, which is identified from each structural component data by the building design terminal, so as to obtain the second component information set.
In an alternative embodiment, target design parameters are acquired according to a preset data synchronization acquisition protocol; inputting the acquired target design parameters into the fabricated modeling model to generate a fabricated building design drawing, wherein the method comprises the following steps:
determining the target design parameters according to a design parameter set corresponding to the protocol field distribution in the data synchronous acquisition protocol; extracting first design index information and second design index information of the target design parameter;
determining a first index weight description value of the first design index information and a second index weight description value of the second design index information, and comparing the magnitudes of the first index weight description value and the second index weight description value;
when the first index weight description value is larger than the second index weight description value, modifying a second index dimension vector of the second design index information by taking a first index dimension vector corresponding to the first design index information as a reference; modifying the first index dimension vector of the first design index information by taking the second index dimension vector corresponding to the second design index information as reference when the first index weight description value is less than or equal to the second index weight description value; the modified first design index information and the modified second design index information are led into the assembly modeling model in parallel, and a first assembly modeling unit, a second assembly modeling unit and a third assembly modeling unit of a model interface function corresponding to the assembly modeling model are obtained;
determining a first update frequency change degree between a first modeling unit update frequency corresponding to the first assembly modeling unit and a second modeling unit update frequency corresponding to the second assembly modeling unit and a second update frequency change degree between a second modeling unit update frequency corresponding to the second assembly modeling unit and a third modeling unit update frequency corresponding to the third assembly modeling unit;
for the first assembly modeling unit, modifying the unit attributes of the first assembly modeling unit by taking the updating frequency of the first modeling unit as a target frequency according to the change degree of the first updating frequency to obtain a fourth assembly modeling unit; for the second assembly modeling unit, modifying the unit attributes of the second assembly modeling unit by taking the updating frequency of the second modeling unit as a target frequency according to the change degree of the second updating frequency to obtain a fifth assembly modeling unit; respectively carrying out unit association analysis on the first fabricated modeling unit, the second fabricated modeling unit, the fourth fabricated modeling unit, the second fabricated modeling unit, the third fabricated modeling unit, the second fabricated modeling unit and the fifth fabricated modeling unit to obtain a first unit transmission path, a second unit transmission path, a third unit transmission path and a fourth unit transmission path; determining a first path similarity between the first unit transmission path and the second unit transmission path and a second path similarity between the third unit transmission path and the fourth unit transmission path; and generating an assembly type building design drawing according to the first path similarity and the second path similarity.
The invention provides a fabricated building design system in a second aspect, which comprises a cloud platform and a building design terminal which are communicated with each other;
the cloud platform is used for:
acquiring corresponding prefabricated part information of a building component to be analyzed in a structural design list in an assembly state based on design demand information of a user on the assembly type building to obtain a first type component information set;
obtaining a second type component information set according to the prefabricated component information identified from each type of structural component data by the building design terminal;
after the current building architecture information is captured through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set;
if the construction safety information of the building component to be analyzed does not change, an assembly type modeling model is established through the building design terminal;
if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and establishing an assembly type modeling model based on the target structural component data;
acquiring target design parameters according to a preset data synchronization acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
A third aspect of the present invention provides a cloud platform comprising a processor and a memory, which are in communication with each other, wherein the processor is configured to retrieve a computer program from the memory and to implement the method of any one of the first aspect by running the computer program.
A fourth aspect of the present invention provides a computer readable storage medium having stored thereon a computer program which, when executed, implements the method of any one of the first aspects.
The technical scheme provided by the embodiment of the invention can have the following beneficial effects.
The invention provides an assembly type building design method, an assembly type building design system and a cloud platform. And secondly, after capturing the current building architecture information, determining whether the construction safety information of the building element to be analyzed changes according to the prefabricated element information in the first type of element information set and the second type of element information set, and determining an assembly type modeling model. And then inputting the acquired target design parameters into an assembly modeling model to generate an assembly building design drawing.
Therefore, the first type component information set and the second type component information set are determined, whether the construction safety information of the building component to be analyzed changes or not can be judged, if not, the assembly type modeling model is established through the building design terminal, the problem that data modification is carried out for many times when the assembly type modeling model is established can be solved, and the efficiency of establishing the assembly type modeling model is improved. And if the structural member data are changed, updating and designing the structural member data, so that the assembly modeling model can be more accurately created. After the assembly type modeling model is established, the target design parameters are acquired according to the preset data synchronous acquisition protocol, so that the problem of data deviation of the manufactured building components and accessories caused by parameter providing errors or repeated providing can be avoided, the target design parameters are further input into the assembly type modeling model to generate an assembly type building design drawing, the building components and the accessories can be safely assembled according to the obtained assembly type building design drawing, and the construction safety of assembly is further ensured.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the invention and together with the description, serve to explain the principles of the invention.
Fig. 1 is a schematic view of a communication architecture of a prefabricated building design system according to an embodiment of the present invention.
Fig. 2 is a flowchart of a method for designing a prefabricated building according to an embodiment of the present invention.
Fig. 3 is a block diagram of an assembly type architectural design apparatus according to an embodiment of the present invention.
Fig. 4 is a schematic diagram of a hardware structure of a cloud platform according to an embodiment of the present invention.
Detailed Description
Reference will now be made in detail to the exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, like numbers in different drawings represent the same or similar elements unless otherwise indicated. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with the present application. Rather, they are merely examples of apparatus and methods consistent with certain aspects of the present application, as detailed in the appended claims.
The problems that when building components and accessories are assembled in the prior art, data deviation of the manufactured building components and accessories is caused frequently due to parameter providing errors or repeated providing, and the construction safety of assembly is difficult to ensure are solved.
To solve the above technical problem, the present invention first provides a communication architecture diagram of a fabricated building design system as shown in fig. 1. The prefabricated building design system 100 may include a cloud platform 200 and a building design terminal 300. Wherein the cloud platform 200 communicates with the architectural design terminal 300. Referring to fig. 1, in the present embodiment, the cloud platform 200 may be a tablet computer, a desktop computer, or the like, and the architectural design terminal 300 may be an intelligent electronic device, or the like, which is not limited herein.
On the basis, please refer to fig. 2 in combination, a flow diagram of an assembly type building design method is provided, the method may be applied to the cloud platform 200 in fig. 1, and the cloud platform 200 specifically performs the following steps S210 to S260 when implementing the method.
Step S210, acquiring prefabricated part information corresponding to the building component to be analyzed in the structural design list in the assembly state based on the design requirement information of the user on the assembly type building, and acquiring a first type component information set.
In this embodiment, the structural design list represents a component use rule required for processing a building component to be analyzed, the prefabricated component information represents component information such as steel, wood or concrete, which is previously manufactured in a factory or on site according to a design specification of the building component to be analyzed, and the first type of component information is collected by counting similar prefabricated component information into one type.
Step S220, obtaining a second type component information set according to the prefabricated component information identified by the building design terminal from each type of structural component data.
In this embodiment, the building design terminal is a terminal for processing building components to be analyzed, the structural component data is parameters corresponding to each component, and the second type component information set is obtained by counting similar prefabricated component information into another type.
Step S230, after capturing the current building architecture information through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set.
In the present embodiment, the current building architecture information is the latest captured building architecture information.
Step S240, if the construction safety information of the building component to be analyzed does not change, creating an assembly modeling model through the building design terminal.
In the present embodiment, the fabricated modeling model may be a model generated by three-dimensional modeling software.
Step S250, if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and creating an assembly type modeling model based on the target structural component data.
In the present embodiment, the target structural member data is data obtained by designing the structural member data in an updated manner.
Step S260, acquiring target design parameters according to a preset data synchronous acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
In this embodiment, the data synchronization acquisition protocol is to acquire a protocol packet list corresponding to the target design parameter according to a synchronization method, and the fabricated building design drawing may be a design drawing that is finally required.
The following advantageous effects can be achieved when the method described in the above steps S210 to S260 is executed:
first, a first type component information set and a second type component information set are determined. And secondly, after capturing the current building architecture information, determining whether the construction safety information of the building element to be analyzed changes according to the prefabricated element information in the first type of element information set and the second type of element information set, and determining an assembly type modeling model. And then inputting the acquired target design parameters into an assembly modeling model to generate an assembly building design drawing.
Therefore, the first type component information set and the second type component information set are determined, whether the construction safety information of the building component to be analyzed changes or not can be judged, if not, the assembly type modeling model is established through the building design terminal, the problem that data modification is carried out for many times when the assembly type modeling model is established can be solved, and the efficiency of establishing the assembly type modeling model is improved. And if the structural member data are changed, updating and designing the structural member data, so that the assembly modeling model can be more accurately created. After the assembly type modeling model is established, the target design parameters are acquired according to the preset data synchronous acquisition protocol, so that the problem of data deviation of the manufactured building components and accessories caused by parameter providing errors or repeated providing can be avoided, the target design parameters are further input into the assembly type modeling model to generate an assembly type building design drawing, the building components and the accessories can be safely assembled according to the obtained assembly type building design drawing, and the construction safety of assembly is further ensured.
In specific implementation, in order to solve the problem of inaccurate monitoring real-time performance of the construction safety information in the prior art, and further improve the accuracy of the construction safety information and reduce the risk of occurrence of construction safety, the determining step S230 may specifically include the following steps S2301 to S2304, where after the current building architecture information is captured by the building design terminal, whether the construction safety information of the building element to be analyzed changes according to the prefabricated element information in the first type of element information set and the second type of element information set:
step S2301, determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set; in this embodiment, the first type of potential safety hazard information is information corresponding to a change in construction safety information when deformation information corresponding to a building element to be analyzed is not changed;
the substep S2302 is used for determining whether second type of potential safety hazard information exists or not based on the construction safety information of the second type of building element to be analyzed in the second type of element information set; in this embodiment, the second type of safety hazard information is information corresponding to a change in construction safety information in the structural member data associated with each other;
substep S2303, determining whether third type of safety hazard information exists according to the prefabricated part information in the first type of component information set and the second type of component information set within the same time period; in this embodiment, the third type of potential safety hazard information is information that there is a difference change between construction safety information generated when the building component to be analyzed is in an assembled state and construction safety information identified by a building design terminal;
and a substep S2304, determining that the construction safety information of the building component to be analyzed changes when the first type of potential safety hazard information, the second type of potential safety hazard information and the third type of potential safety hazard information exist at the same time.
By executing the contents described in the substeps S2301 to S2304, it is first determined whether the first type of potential safety hazard information, and the third type of potential safety hazard information exist, and then it is determined that the construction safety information of the building element to be analyzed changes when the first type of potential safety hazard information, the second type of potential safety hazard information, and the third type of potential safety hazard information exist at the same time. Therefore, when the first type of potential safety hazard information, the second type of potential safety hazard information and the third type of potential safety hazard information are compared and judged, the problem that the construction safety information monitoring real-time performance in the prior art is inaccurate can be solved, the accuracy of the construction safety information is improved, and meanwhile, the risk of construction safety is reduced.
Further, the determining whether the first type of safety hazard information exists according to the construction safety information of the first type of building element to be analyzed in the first type of element information set, which is described in the sub-step S2301, includes: and calculating a first-class safety deviation value between the construction safety information of the first-class building components to be analyzed, which is acquired in any two time periods in the first-class component information set, and determining that first-class potential safety hazard information exists if the first-class safety deviation value is greater than a first preset deviation value.
Further, the determining whether the second type of safety hazard information exists based on the construction safety information of the second type of building element to be analyzed in the second type of element information set, which is described in the sub-step S2302, includes: and calculating a second type safety deviation value between the construction safety information of the second type of building components to be analyzed corresponding to the correlated structural component data, and determining that second type of potential safety hazard information exists if the second type safety deviation value is greater than a second preset deviation value.
Further, the determining whether the third type of safety hazard information exists through the prefabricated part information in the first type of part information set and the second type of part information set, which is described in the sub-step S2303, includes: and calculating a third safety deviation value between the construction safety information of the first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed, which are obtained in the same time period, and determining that third safety hidden danger information exists if the third safety deviation value is greater than a third preset deviation value.
Furthermore, the construction safety information of the building component to be analyzed in the first category and the construction safety information of the building component to be analyzed in the second category are cached in the same cache space according to the sequence of the safety levels from low to high.
It is to be understood that the determining whether the first type of potential safety hazard information exists according to the construction safety information of the first type of building element to be analyzed in the first type of element information set, which is described in step S2301, includes: and calculating a safety deviation value between the construction safety information of two adjacent first-type building components to be analyzed cached in the caching space to obtain a first-type safety deviation value, and determining that first-type potential safety hazard information exists if the first-type safety deviation value is greater than a first preset deviation value.
Determining whether the second type of safety hazard information exists based on the construction safety information of the second type of building element to be analyzed in the second type of element information set, which is described in the sub-step S2302, may further include: calculating a safety deviation value between the construction safety information of two adjacent second building components to be analyzed in the cache space to obtain a second type safety deviation value, and determining that second type potential safety hazard information exists if the second type safety deviation value is greater than a second preset deviation value;
determining whether the third type of safety hazard information exists through the prefabricated part information in the first type of part information set and the second type of part information set as described in the substep S2303, may further include: and calculating a safety deviation value between the construction safety information of the adjacent first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed in the cache space to obtain a third type of safety deviation value, and if the third type of safety deviation value is greater than a third preset deviation value, determining that third type of potential safety hazard information exists.
In specific implementation, in order to achieve fast and complete acquisition of key feature values in the second structural state list and improve the efficiency of determining the first type of component information set, the acquisition of the prefabricated component information corresponding to the building component to be analyzed in the structural design list in the assembled state in step S210 to obtain the first type of component information set may specifically include the contents described in the following substeps 2101 to substep S2105:
substep S2101, determining a first structural state list corresponding to a first building element to be analyzed and a second structural state list corresponding to a second building element to be analyzed, the first structural state list and the second structural state list respectively comprising a plurality of sub-lists with different state weights;
a substep S2102 of extracting target structure type information of the first building element to be analyzed in one of the first structural state list, and determining a sub-list with the smallest state weight in the second structural state list as a reference sub-list;
a substep S2103, inputting the target structure type information into the reference sublist according to a preset time period and an information input path protocol, obtaining a target input point in the reference sublist, and determining a fusion relationship list between the first building element to be analyzed and the second building element to be analyzed based on the target structure type information and the target input point;
a substep S2104, acquiring a sample structure type unit in the reference sublist based on the target input point, inputting the sample structure type unit into the sublist where the target structure type information is located according to the sublist in the fusion relationship list, obtaining a target structure type unit corresponding to the sample structure type unit in the sublist where the target structure type information is located, and determining a unit feature of the target structure type unit as target structure feature information; acquiring a target information sequence input into the reference sublist by the target structure type information;
and a substep S2105 of sequentially acquiring key characteristic values corresponding to the target structure characteristic information from the second structure state list according to the fusion degree between the target structure type unit and the prefabricated part information corresponding to the plurality of to-be-assembled state information corresponding to the structure design lists on the target information sequence until the modeling grade of the obtained sublist where the key characteristic values are located is consistent with the modeling grade of the target structure characteristic information in the first structure state list, stopping acquiring the key characteristic values in the next sublist, and clustering the prefabricated part information corresponding to the key characteristic values into the first type of component information set.
Executing the contents described in the above substeps 2101 to substep S2105, first inputting the extracted target structure type information into the determined reference sublist, so as to obtain the target input point, and further determining the fusion relationship list between the first building element to be analyzed and the second building element to be analyzed based on the target input point and the target structure type information, so as to avoid that the data information of the target structure type unit affects the acquisition of the target structure type unit. And secondly, acquiring a target information sequence, sequentially acquiring key characteristic values in the second structural state list, and stopping acquiring the key characteristic values until the modeling level of the sub-list where the key characteristic values are located is consistent with the modeling level in the first structural state list, so that the key characteristic values can be acquired successively, the key characteristic values can be acquired quickly and completely in the second structural state list, and meanwhile, the efficiency of determining the first type of component information set can be improved.
In a specific implementation, the obtaining, according to the prefabricated component information identified by the building design terminal from each type of structural component data, the second type of component information set described in step S220 may specifically include: and converting the construction safety information of the current building component to be analyzed into construction safety information of the building component to be analyzed in an assembly state according to the construction safety information of the current building component to be analyzed, which is identified from each structural component data by the building design terminal, so as to obtain the second component information set.
In specific implementation, in order to avoid the error of the assembly type building design drawing caused by searching other paths in a messy manner in the process of generating the assembly type building design drawing, and further improve the efficiency of generating the assembly type building design drawing, the target design parameters are obtained according to the preset data synchronous acquisition protocol described in the step S260; inputting the obtained target design parameters into the assembly modeling model to generate an assembly building design drawing, which may specifically include the contents described in the following substeps 2601-substep S2605:
substep S2601, determining the target design parameter according to a design parameter set corresponding to the protocol field distribution in the data synchronization acquisition protocol; extracting first design index information and second design index information of the target design parameter;
substep S2602, determining a first index weight description value of the first design index information and a second index weight description value of the second design index information, and comparing magnitudes of the first index weight description value and the second index weight description value;
substep S2603, modifying a second index dimension vector of the second design index information with reference to a first index dimension vector corresponding to the first design index information when the first index weight description value is greater than the second index weight description value; modifying the first index dimension vector of the first design index information by taking the second index dimension vector corresponding to the second design index information as reference when the first index weight description value is less than or equal to the second index weight description value; the modified first design index information and the modified second design index information are led into the assembly modeling model in parallel, and a first assembly modeling unit, a second assembly modeling unit and a third assembly modeling unit of a model interface function corresponding to the assembly modeling model are obtained;
substep S2604, determining a first update frequency change degree between a first modeling unit update frequency corresponding to the first assembly modeling unit and a second modeling unit update frequency corresponding to the second assembly modeling unit, and a second update frequency change degree between a second modeling unit update frequency corresponding to the second assembly modeling unit and a third modeling unit update frequency corresponding to the third assembly modeling unit;
substep S2605, for the first assembly modeling unit, performing unit attribute modification on the first assembly modeling unit according to the first update frequency variation degree with the update frequency of the first modeling unit as a target frequency to obtain a fourth assembly modeling unit; for the second assembly modeling unit, modifying the unit attributes of the second assembly modeling unit by taking the updating frequency of the second modeling unit as a target frequency according to the change degree of the second updating frequency to obtain a fifth assembly modeling unit; respectively carrying out unit association analysis on the first fabricated modeling unit, the second fabricated modeling unit, the fourth fabricated modeling unit, the second fabricated modeling unit, the third fabricated modeling unit, the second fabricated modeling unit and the fifth fabricated modeling unit to obtain a first unit transmission path, a second unit transmission path, a third unit transmission path and a fourth unit transmission path; determining a first path similarity between the first unit transmission path and the second unit transmission path and a second path similarity between the third unit transmission path and the fourth unit transmission path; and generating an assembly type building design drawing according to the first path similarity and the second path similarity.
By performing the above descriptions in substeps 2601-substep 2605, the target design parameters are first determined by the data synchronization acquisition protocol, so that the synchronicity of the target design parameters can be ensured, and the problem of data deviation of the manufactured building components and fittings caused by the wrong or repeated parameter supply can be avoided. Secondly, the size of the weight description value of the first design index information and the second design index information extracted from the target design parameter is judged, and the first design index information and the second design index information are modified according to the judgment result, so that the integrity of the first design index information and the second design index information can be ensured, and the problem of the assembled modeling unit caused by the fact that the back thread inputs wrong information into the assembled modeling model can be avoided. Furthermore, the updating frequency of the modeling unit corresponding to the assembly type modeling unit is determined, and then the path similarity is determined based on the updating frequency of the modeling unit, so that the assembly type building design drawing can be generated based on the path similarity, errors of the assembly type building design drawing caused by searching other paths in a messy mode in the process of generating the assembly type building design drawing can be avoided by setting the path similarity, and the efficiency of generating the assembly type building design drawing is improved.
Based on the same inventive concept, the invention also provides an assembly type building design system, which comprises a cloud platform and a building design terminal, wherein the cloud platform and the building design terminal are communicated with each other;
the cloud platform is used for:
acquiring corresponding prefabricated part information of a building component to be analyzed in a structural design list in an assembly state based on design demand information of a user on the assembly type building to obtain a first type component information set;
obtaining a second type component information set according to the prefabricated component information identified from each type of structural component data by the building design terminal;
after the current building architecture information is captured through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set;
if the construction safety information of the building component to be analyzed does not change, an assembly type modeling model is established through the building design terminal;
if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and establishing an assembly type modeling model based on the target structural component data;
acquiring target design parameters according to a preset data synchronization acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
On the basis, please refer to fig. 3, the present invention further provides an assembly type architectural design apparatus 300, which is applied to a cloud platform, and the apparatus includes:
the component information collection module 310 is configured to obtain information of prefabricated components corresponding to building components to be analyzed in a structural design list in an assembled state based on design requirement information of a user on an assembly type building, so as to obtain a first type component information collection;
a structural component data identification module 320, configured to obtain a second type component information set according to the prefabricated component information identified by the building design terminal from each type of structural component data;
the construction safety information judging module 330 is configured to determine whether construction safety information of the building component to be analyzed changes according to prefabricated component information in the first type component information set and the second type component information set after current building architecture information is captured by the building design terminal;
the modeling model creating module 340 is configured to create an assembly modeling model through the building design terminal if the construction safety information of the building component to be analyzed does not change;
a structural member data updating module 350, configured to update and design structural member data corresponding to the prefabricated member information to obtain target structural member data if the construction safety information of the building member to be analyzed changes, and create an assembly modeling model based on the target structural member data;
the architectural design drawing determining module 360 is used for acquiring target design parameters according to a preset data synchronous acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
On the basis, please refer to fig. 4 in combination, which provides a cloud platform 200, including a processor 210, a memory 220 connected to the processor 210, and a bus 230; wherein, the processor 210 and the memory 220 complete communication with each other through the bus 230; the processor 210 is used to call the program instructions in the memory 220 to execute the above-mentioned method.
Further, a readable storage medium is provided, on which a program is stored, which when executed by a processor implements the method described above.
It will be understood that the invention is not limited to the precise arrangements described above and shown in the drawings and that various modifications and changes may be made without departing from the scope thereof. The scope of the invention is limited only by the appended claims.
Claims (8)
1. An assembly type building design method is applied to a cloud platform and comprises the following steps:
acquiring corresponding prefabricated part information of a building component to be analyzed in a structural design list in an assembly state based on design demand information of a user on the assembly type building to obtain a first type component information set;
obtaining a second type component information set according to the prefabricated component information identified from each type of structural component data by the building design terminal;
after the current building architecture information is captured through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set;
if the construction safety information of the building component to be analyzed does not change, an assembly type modeling model is established through the building design terminal;
if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and establishing an assembly type modeling model based on the target structural component data;
acquiring target design parameters according to a preset data synchronization acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
2. The method according to claim 1, wherein the determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set after the current building architecture information is captured by the building design terminal specifically comprises:
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set; the first type of potential safety hazard information is information corresponding to the change of the construction safety information under the condition that the deformation information corresponding to the building component to be analyzed is not changed;
determining whether second type of potential safety hazard information exists or not based on the construction safety information of the second type of building component to be analyzed in the second type of component information set; the second type of potential safety hazard information is information corresponding to the change of construction safety information in the correlated structural member data;
determining whether third type of potential safety hazard information exists according to prefabricated part information in the same time period in the first type of component information set and the second type of component information set; the third type of potential safety hazard information is information with difference change between construction safety information generated when the building component to be analyzed is in an assembly state and construction safety information identified by a building design terminal;
and when the first type of potential safety hazard information, the second type of potential safety hazard information and the third type of potential safety hazard information exist at the same time, determining that the construction safety information of the building component to be analyzed changes.
3. The method of claim 2,
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set, wherein the determining comprises the following steps: calculating a first-class safety deviation value between construction safety information of the first-class building components to be analyzed, which is acquired in any two time periods in the first-class component information set, and determining that first-class potential safety hazard information exists if the first-class safety deviation value is greater than a first preset deviation value;
determining whether second type of potential safety hazard information exists based on the construction safety information of the second type of building component to be analyzed in the second type of component information set, wherein the determining comprises the following steps: calculating a second type of safety deviation value between the construction safety information of the second type of building components to be analyzed corresponding to the correlated structural component data, and determining that second type of potential safety hazard information exists if the second type of safety deviation value is larger than a second preset deviation value;
determining whether third type of potential safety hazard information exists through prefabricated part information in the first type of component information set and the second type of component information set, wherein the determining comprises the following steps: and calculating a third safety deviation value between the construction safety information of the first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed, which are obtained in the same time period, and determining that third safety hidden danger information exists if the third safety deviation value is greater than a third preset deviation value.
4. The method according to claim 2, wherein the construction safety information of the building component to be analyzed of the first type and the construction safety information of the building component to be analyzed of the second type are cached into the same cache space in the order of the safety level from low to high;
determining whether first-class potential safety hazard information exists according to the construction safety information of the first-class building component to be analyzed in the first-class component information set, wherein the determining comprises the following steps: calculating a safety deviation value between the construction safety information of two adjacent first-type building components to be analyzed cached in the caching space to obtain a first-type safety deviation value, and if the first-type safety deviation value is larger than a first preset deviation value, determining that first-type potential safety hazard information exists;
determining whether second type of potential safety hazard information exists based on the construction safety information of the second type of building component to be analyzed in the second type of component information set, wherein the determining comprises the following steps: calculating a safety deviation value between the construction safety information of two adjacent second building components to be analyzed in the cache space to obtain a second type safety deviation value, and determining that second type potential safety hazard information exists if the second type safety deviation value is greater than a second preset deviation value;
determining whether third type of potential safety hazard information exists through prefabricated part information in the first type of component information set and the second type of component information set, wherein the determining comprises the following steps: and calculating a safety deviation value between the construction safety information of the adjacent first type of building component to be analyzed and the construction safety information of the second type of building component to be analyzed in the cache space to obtain a third type of safety deviation value, and if the third type of safety deviation value is greater than a third preset deviation value, determining that third type of potential safety hazard information exists.
5. The method according to claim 1, wherein obtaining information of prefabricated parts corresponding to the building elements to be analyzed in the assembled state in the structural design list to obtain a first type element information set comprises:
determining a first structural state list corresponding to a first building element to be analyzed and a second structural state list corresponding to a second building element to be analyzed, wherein the first structural state list and the second structural state list respectively comprise a plurality of sub-lists with different state weights;
extracting target structure type information of the first building component to be analyzed in one of the sub-lists of the first structural state list, and determining the sub-list with the smallest state weight in the second structural state list as a reference sub-list;
inputting the target structure type information into the reference sublist according to a preset time period and an information input path protocol, obtaining a target input point in the reference sublist, and determining a fusion relationship list between the first building component to be analyzed and the second building component to be analyzed based on the target structure type information and the target input point;
acquiring a sample structure type unit in the reference sublist based on the target input point, inputting the sample structure type unit into a sublist where the target structure type information is located according to a sublist in the fusion relationship list, obtaining a target structure type unit corresponding to the sample structure type unit in the sublist where the target structure type information is located, and determining the unit characteristics of the target structure type unit as target structure characteristic information; acquiring a target information sequence input into the reference sublist by the target structure type information;
and sequentially acquiring key characteristic values corresponding to the target structure characteristic information in the second structure state list according to the fusion degree between the target structure type unit and the prefabricated component information corresponding to the plurality of pieces of to-be-assembled state information on the target information sequence in the structure design list, stopping acquiring the key characteristic values in the next sub-list until the modeling grade of the sub-list where the acquired key characteristic values are located is consistent with the modeling grade of the target structure characteristic information in the first structure state list, and clustering the prefabricated component information corresponding to the key characteristic values into the first type component information set.
6. An assembly type architectural design system, wherein the system comprises a cloud platform and an architectural design terminal which are communicated with each other;
the cloud platform is used for:
acquiring corresponding prefabricated part information of a building component to be analyzed in a structural design list in an assembly state based on design demand information of a user on the assembly type building to obtain a first type component information set;
obtaining a second type component information set according to the prefabricated component information identified from each type of structural component data by the building design terminal;
after the current building architecture information is captured through the building design terminal, determining whether the construction safety information of the building component to be analyzed changes according to the prefabricated component information in the first type component information set and the second type component information set;
if the construction safety information of the building component to be analyzed does not change, an assembly type modeling model is established through the building design terminal;
if the construction safety information of the building component to be analyzed changes, updating and designing structural component data corresponding to the prefabricated component information to obtain target structural component data, and establishing an assembly type modeling model based on the target structural component data;
acquiring target design parameters according to a preset data synchronization acquisition protocol; and inputting the acquired target design parameters into the assembly modeling model to generate an assembly building design drawing.
7. A cloud platform comprising a processor and a memory in communication with each other, the processor being configured to retrieve a computer program from the memory and to implement the method of any one of claims 1 to 5 by running the computer program.
8. A computer-readable storage medium, on which a computer program is stored which, when executed, implements the method of any of claims 1-5.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113626406A (en) * | 2021-07-09 | 2021-11-09 | 中国科学院自动化研究所 | Information acquisition method and device based on building site, building and component relation model |
| CN114201803A (en) * | 2021-12-15 | 2022-03-18 | 中煤科工重庆设计研究院(集团)有限公司 | Modular building model creating method and storage medium |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113626406A (en) * | 2021-07-09 | 2021-11-09 | 中国科学院自动化研究所 | Information acquisition method and device based on building site, building and component relation model |
| CN113626406B (en) * | 2021-07-09 | 2023-12-26 | 中国科学院自动化研究所 | Information acquisition method and device based on construction site, building and component relation model |
| CN114201803A (en) * | 2021-12-15 | 2022-03-18 | 中煤科工重庆设计研究院(集团)有限公司 | Modular building model creating method and storage medium |
| CN114201803B (en) * | 2021-12-15 | 2024-06-04 | 中煤科工重庆设计研究院(集团)有限公司 | Modularized creation method of building model and storage medium |
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