CN112163264B - BIM-based rockery modular construction method and device and storage medium - Google Patents
BIM-based rockery modular construction method and device and storage medium Download PDFInfo
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Abstract
The invention discloses a BIM-based rockery modular construction method, a device and a storage medium, wherein the method comprises the following steps: establishing a rockery comprehensive BIM model, performing modular splitting on the rockery comprehensive BIM model to obtain a plurality of area modules, marking the area modules, rechecking and optimizing a primary structure and a secondary structure of the rockery comprehensive BIM model, generating two-dimensional codes of the area modules of the primary structure and the secondary structure of the rockery according to an optimization result, performing dynamic construction simulation on the rockery comprehensive BIM model by using the two-dimensional codes to generate a dynamic construction model, sending the two-dimensional codes of the primary structure and the secondary structure of the rockery to a factory to be processed into rockery modules, and completing field installation of the rockery modules by using two-dimensional code information and the dynamic construction model. According to the invention, the rockery component is split in a modularized manner by the BIM technology, the field installation difficulty is reduced, technical support is provided for field rockery assembly by using the two-dimensional code, high-altitude operation is reduced, and meanwhile, various professional construction procedures can be reasonably arranged by animation simulation, so that the efficiency is higher.
Description
Technical Field
The invention relates to the technical field of rockery installation and construction, in particular to a rockery modular construction method and device based on BIM and a storage medium.
Background
In recent years, theme parks are more and more favored by people, and rockeries in the theme parks can be used as decorative artificial landscapes and can be closely combined with functional amusement facilities, theme restaurants and the like to form entertainment places with characteristic theme culture backgrounds. The rockery mainly adopts a reinforced concrete structure as a main structure, the modeling of the rockery also adopts the field direct braiding of a steel reinforcement framework as a main structure, for a rockery monomer with a larger volume, because the modeling is irregular, the regularity of field installation correction is poorer, if the traditional construction method is adopted to braid steel reinforcements on site, the requirements on the technical and artistic levels of constructors are extremely high, and the artistic effect of a first party on the landscape is difficult to meet. In addition, in the construction process, inexhaustible parts or parts inconsistent with design drawings are inevitably provided, the construction drawings are comprehensively checked before completion of the construction, and the like, so that the number of steel structural members is quite large for large-volume rockery construction, the correction workload is increased, and the operation of construction processes between each major is also a problem.
Disclosure of Invention
In view of this, embodiments of the present invention are expected to provide a method, an apparatus, and a storage medium for modular construction of rockery based on BIM, so as to solve the problem of difficult field construction of large-volume rockery.
In order to achieve the purpose, the technical scheme of the invention is realized as follows:
a rockery modular splitting construction method based on BIM comprises the following steps:
establishing a rockery comprehensive BIM model;
carrying out modular splitting on the rockery comprehensive BIM model to obtain a plurality of region modules, and marking and naming the region modules;
rechecking and optimizing each region module of the rockery comprehensive BIM model, and generating two-dimensional codes of each region module of the rockery primary and secondary structure according to an optimization result;
performing dynamic construction simulation on the rockery comprehensive BIM model by using the two-dimension code to generate a dynamic construction model;
and sending the two-dimension code to a factory to be processed into a rockery module, and completing field high-altitude installation of the rockery module by using the two-dimension code information and the dynamic construction model.
According to an embodiment of the invention, the rockery comprehensive BIM model comprises a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model.
According to a specific embodiment of the present invention, the modularly splitting the rockery integrated BIM model to obtain a plurality of region modules, and the labeling and naming the plurality of region modules includes:
modularly splitting a three-dimensional rockery mesh module of the rockery comprehensive BIM model to obtain a plurality of first region modules, and labeling and naming the plurality of first region modules;
and carrying out modular splitting on the three-dimensional rockery steel structure deepening model of the rockery comprehensive BIM model to obtain a plurality of second area modules, and marking and naming the plurality of second area modules, wherein the serial numbers and the position relations of the second area modules correspond to those of the first area modules.
According to a specific embodiment of the present invention, the reviewing and optimizing the rockery integrated BIM model, and generating the two-dimensional code of each region module of the primary and secondary structures of the rockery according to the optimization result includes:
rechecking and optimizing the position relation between a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model in the rockery comprehensive BIM model, and/or
Rechecking and optimizing the position relation between the three-dimensional rockery mesh model and the related professional model in the rockery comprehensive BIM model, and/or
Rechecking and optimizing the position relationship between a three-dimensional rockery steel structure deepening model and a related professional model in the rockery comprehensive BIM model;
and when the optimization result accords with the preset position relationship, generating the two-dimensional code of each region module of the primary and secondary structures of the rockery.
According to a specific embodiment of the present invention, the performing dynamic construction simulation on the rockery integrated BIM model by using the two-dimensional code to generate a dynamic construction model includes:
acquiring two-dimension code information and assembling a rockery comprehensive BIM model;
and carrying out dynamic construction simulation on the rockery comprehensive BIM according to the construction progress plan and the field actual condition of the rockery comprehensive BIM and the related professional models to generate a dynamic construction model for simulating the field rockery module assembling process.
According to an embodiment of the present invention, the two-dimensional code information includes a module number and module information, wherein the module information further includes control point coordinates, connection information, a module production lot, and a module shipping lot.
According to a specific embodiment of the present invention, the performing the field high-altitude installation of the rockery module by using the two-dimensional code information and the dynamic construction model includes:
acquiring two-dimensional code information of each area module of the primary and secondary structures of the rockery, and guiding constructors to assemble a jig frame on the ground on site according to the two-dimensional code information;
and based on the jig frame, the two-dimension code information and the dynamic construction model are utilized to complete the installation of the primary and secondary structures of the rockery.
According to an embodiment of the present invention, the acquiring two-dimensional code information of each area module of the primary and secondary structures of the rockery includes:
and acquiring the three-dimensional control point coordinates and connection information of the modules in each area in the two-dimensional code information, wherein the connection information comprises the welding line grades of the modules in each area, the acceptance requirements and the inspection batches.
A BIM-based modular construction apparatus for split rockery, comprising a memory, a processor and a computer program stored in said memory and executable on said processor, said processor implementing the steps of the method as described above when executing said computer program.
A computer-readable storage medium, in which a computer program is stored which, when being executed by a processor, carries out the steps of the method as set forth above.
Compared with the prior art, the construction method is novel, reasonable and simple to operate, the whole construction process is simple and ordered, the field installation difficulty is reduced, the BIM software is used for generating the exclusive two-dimensional code of the primary and secondary structures of the rockery, the related information of the components in each region can be known, the BIM model and the two-dimensional code information of the components in each region can provide favorable technical support for the pre-assembly of the steel components and the rockery meshes of the rockery on the spot, the high-altitude operation is reduced, meanwhile, the construction procedures between animation simulation and other specialties can be reasonably arranged, the modules are simultaneously carried out, the installation and construction procedures are simplified, the efficiency is higher, and the construction period is shortened.
Drawings
Fig. 1 is a flow chart of a modular construction method for rockery based on BIM according to an embodiment of the present invention.
Fig. 2 is a flowchart of a rockery integrated BIM model modular splitting and naming method provided by the embodiment of the present invention.
Fig. 3 is a flowchart of a method for rechecking, optimizing and generating a two-dimensional code for a rockery integrated BIM model according to an embodiment of the present invention.
Fig. 4 is a flowchart of a dynamic construction simulation method for the rockery integrated BIM model according to the embodiment of the present invention.
Fig. 5 is a flowchart of a method for installing a rockery module on site by using two-dimensional code information and a dynamic construction model according to an embodiment of the present invention.
Detailed Description
The present invention is described in detail below with reference to specific embodiments in order to make the concept and idea of the present invention more clearly understood by those skilled in the art. It is to be understood that the embodiments presented herein are only a few of all embodiments that the present invention may have. Those skilled in the art who review this disclosure will readily appreciate that many modifications, variations, or alterations to the described embodiments, either in whole or in part, are possible and within the scope of the invention as claimed.
As used herein, the terms "first," "second," and the like are not intended to imply any order, quantity, or importance, but rather are used to distinguish one element from another. As used herein, the terms "a," "an," and the like are not intended to mean that there is only one of the described items, but rather that the description is directed to only one of the described items, which may have one or more. As used herein, the terms "comprises," "comprising," and other similar words are intended to refer to logical interrelationships, and are not to be construed as referring to spatial structural relationships. For example, "a includes B" is intended to mean that logically B belongs to a, and not that spatially B is located inside a. Furthermore, the terms "comprising," "including," and other similar words are to be construed as open-ended, rather than closed-ended. For example, "a includes B" is intended to mean that B belongs to a, but B does not necessarily constitute all of a, and a may also include C, D, E and other elements.
The terms "embodiment," "present embodiment," "an embodiment," "one embodiment," and "one embodiment" herein do not mean that the pertinent description applies to only one particular embodiment, but rather that the description may apply to yet another embodiment or embodiments. Those of skill in the art will understand that any of the descriptions given herein for one embodiment can be combined with, substituted for, or combined with the descriptions of one or more other embodiments to produce new embodiments, which are readily apparent to those of skill in the art and are intended to be within the scope of the present invention.
Example 1
Additional aspects and advantages of embodiments of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of embodiments of the invention. Fig. 1 is a flow chart of a modular construction method for a rockery based on BIM according to an embodiment of the present invention, as shown in fig. 1, the method includes the following steps:
s1: and establishing a rockery comprehensive BIM model.
S2: and carrying out modular splitting on the rockery comprehensive BIM model to obtain a plurality of region modules, and marking and naming the region modules.
S3: and rechecking and optimizing each region module of the rockery comprehensive BIM model, and generating two-dimensional codes of each region module of the rockery primary and secondary structure model according to an optimization result.
S4: and carrying out dynamic construction simulation on the rockery comprehensive BIM model by using the two-dimensional code to generate a dynamic construction model.
S5: and sending the two-dimension code to a factory to be processed into a rockery module, and completing field high-altitude installation of the rockery module by using the two-dimension code information and the dynamic construction model.
Specifically, step S1 is to establish a rockery comprehensive BIM model, which includes a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model. Firstly, a three-dimensional rockery mesh model is established, an electronic model of a three-dimensional scanning rockery model is guided into BIM software for detail carving, the three-dimensional rockery mesh model is formed after the detail carving, on the basis of the completion of the three-dimensional rockery mesh model, Tekla software is adopted to establish a three-dimensional rockery steel structure deepening model based on the three-dimensional rockery mesh model, and the base points of the established three-dimensional rockery mesh model and the three-dimensional rockery steel structure deepening model are kept consistent, so that the three-dimensional rockery steel structure deepening model is established more accurately and can be in seamless butt joint with the three-dimensional rockery mesh model, and the three-dimensional rockery mesh model has guiding significance for later construction and installation.
Specifically, fig. 2 is a flowchart of a modular splitting and naming method for a rockery integrated BIM model according to an embodiment of the present invention, and as shown in fig. 2, the step S2 of performing modular splitting on the rockery integrated BIM model to obtain a plurality of region modules, and labeling and naming the plurality of region modules specifically includes the following steps:
s21: and carrying out modularized splitting on the three-dimensional rockery mesh module of the rockery comprehensive BIM model to obtain a plurality of first region modules, and marking and naming the first region modules.
S22: and carrying out modular splitting on the three-dimensional rockery steel structure deepening model of the rockery comprehensive BIM model to obtain a plurality of second area modules, and marking and naming the plurality of second area modules, wherein the serial numbers and the position relations of the second area modules correspond to those of the first area modules.
Step S21, the three-dimensional rockery mesh module of the rockery comprehensive BIM model is split in a modularization mode to obtain a plurality of first area modules, and the first area modules are marked and named. The first region module is a region module formed by modularly splitting the three-dimensional rockery mesh model, the rhinoceros software is used for modularly splitting the three-dimensional rockery mesh model, the three-dimensional rockery mesh model is split into 18 region modules, the 18 region modules are respectively numbered and named, and then the 18 region modules are led out to form the three-dimensional rockery mesh model in the DWG format.
Step S22, conducting modular splitting on the three-dimensional rockery steel structure deepening model of the rockery comprehensive BIM model to obtain a plurality of second area modules, and conducting marking and naming on the second area modules. According to the method, the area of the three-dimensional rockery steel structure deepening model is split, the same area module of the three-dimensional rockery steel structure deepening model is split in BIM software, the number of the area module of each steel structure deepening model corresponds to the corresponding area of the three-dimensional rockery mesh model, and the number and the position relation of the second area module correspond to the first area module.
Specifically, fig. 3 is a flowchart of a method for reviewing, optimizing and generating a two-dimensional code for a rockery integrated BIM model according to an embodiment of the present invention, and as shown in fig. 3, the step S3 of reviewing and optimizing each region module of the rockery integrated BIM model, and generating the two-dimensional code for each region module of the rockery integrated BIM model according to an optimization result specifically includes the following steps:
s31: rechecking and optimizing the position relation between a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model in the rockery comprehensive BIM model, and/or
S32: rechecking and optimizing the position relation between the three-dimensional rockery mesh model and the related professional model in the rockery comprehensive BIM model, and/or
S33: rechecking and optimizing the position relationship between a three-dimensional rockery steel structure deepening model and a related professional model in the rockery comprehensive BIM model;
and S34, when the optimization result accords with the preset position relationship, generating two-dimensional codes of each region module of the rockery primary and secondary structure model.
The navisworks software is visual simulation software, is used for analyzing three-dimensional design models in various formats, can improve the consistency, coordination and accuracy of construction documents, simplifies the whole work flow passing through enterprises and teams, helps to reduce waste and improve efficiency, and meanwhile obviously reduces design changes. Therefore, the embodiment of the invention imports the output three-dimensional rockery mesh model and the three-dimensional rockery steel structure deepening model into the navisworks software for rechecking whether the three-dimensional rockery mesh model and the three-dimensional rockery steel structure model have accurate base points, rechecking whether the three-dimensional rockery steel structure deepening model and the three-dimensional rockery mesh model have conflict, and rechecking whether the three-dimensional rockery mesh model and the three-dimensional rockery steel structure deepening model and the professions of structure, building, electromechanical and the like collide. And when the optimization result accords with a preset position relation, generating two-dimensional codes of each region module of the rockery comprehensive BIM model, wherein the two-dimensional codes comprise two-dimensional codes of a first region module obtained by splitting a three-dimensional rockery mesh model and two-dimensional codes of a second region module obtained by splitting a three-dimensional rockery steel structure deepening model, and the two-dimensional code information of each region module comprises a module number and module information corresponding to each region module, and the module information further comprises control point coordinates, connection information, module production batches and module delivery batches. And respectively sending the two-dimensional code information of each area module to a factory, and processing the two-dimensional code information into corresponding components by acquiring module information such as a production batch, a delivery batch and the like corresponding to each area module contained in the two-dimensional code information.
Specifically, fig. 4 is a flowchart of a method for performing dynamic construction simulation on the rockery integrated BIM model according to the embodiment of the present invention, and as shown in fig. 4, the step S4 of performing dynamic construction simulation on the rockery integrated BIM model by using the two-dimensional code specifically includes the following steps:
s41: acquiring two-dimension code information and assembling a rockery comprehensive BIM model;
s42: and carrying out dynamic construction simulation on the rockery comprehensive BIM according to the construction progress plan and the field actual condition of the rockery comprehensive BIM and the related professional models to generate a dynamic construction model for simulating the field rockery module assembling process.
The installation process of the rockery module component is simulated by obtaining the two-dimension code information, and a dynamic construction model of the rockery is generated, so that constructors can be guided to carry out site construction operation conveniently.
Specifically, fig. 5 is a flowchart of a method for installing a rockery module on site by using two-dimensional code information and a dynamic construction model according to an embodiment of the present invention. As shown in fig. 5, step S5 sends the two-dimensional code to the factory to complete the processing batch of the primary and secondary structures of the rockery according to the information of the two-dimensional code, and completes the field installation of the rockery module by using the information of the two-dimensional code and the dynamic construction model, wherein the completion of the field installation of the rockery module by using the information of the two-dimensional code and the dynamic construction model specifically includes the following steps:
s51: the method comprises the steps of obtaining two-dimension code information of each area module of the primary and secondary structures of the rockery, and guiding constructors to assemble a jig frame on the ground on the spot according to the two-dimension code information. The acquired two-dimensional code information comprises three-dimensional control point coordinates and connection information of the modules in each area, and the connection information comprises the welding line grades of the modules in each area, acceptance requirements and inspection batches.
S52: and based on the jig frame, the two-dimension code information and the dynamic construction model are utilized to complete the installation of the primary and secondary structures of the rockery.
The method comprises the steps of firstly reading three-dimensional control coordinates of each region module from two-dimensional codes of each region module of a three-dimensional rockery mesh model, providing accurate positioning information for installation of the three-dimensional rockery mesh model, guiding field installation, and simultaneously reading connection information of each region module from the two-dimensional codes of each region module of a three-dimensional rockery steel structure model, wherein the connection information comprises welding line grades, acceptance requirements and batch inspection, so that information such as whether the rockery mesh is installed and produced can be traced through BIM software. The field installation of the rockery module is completed through the module information read in steps S51 and S52.
Example 2
The embodiment of the invention also provides a Building Information Modeling (BIM) -based rockery modular splitting construction device, which comprises a memory, a processor and a computer program which is stored in the memory and can run on the processor, wherein the processor executes the computer program to realize the steps in the embodiments, such as the steps S1-S5 shown in fig. 1.
The terminal device can be a computer, a notebook, a palm computer, a cloud server and other computing devices. The terminal device may include, but is not limited to, a processor, a memory. It will be appreciated by those skilled in the art that the schematic diagram is merely an example of a terminal device and is not intended to limit the terminal device, and that the terminal device may include more or less components than those shown, or some components may be combined, or different components, for example, the terminal device may also include input and output devices, network access devices, buses, etc.
The Processor may be a Central Processing Unit (CPU), other general purpose Processor, a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), an off-the-shelf Programmable Gate Array (FPGA) or other Programmable logic device, discrete Gate or transistor logic, discrete hardware components, etc. The general-purpose processor may be a microprocessor or the processor may be any conventional processor or the like, which is the control center of the terminal device and connects the various parts of the whole terminal device using various interfaces and lines.
The memory may be used for storing the computer programs and/or modules, and the processor may implement various functions of the terminal device by executing or executing the computer programs and/or modules stored in the memory and calling data stored in the memory.
Example 3
The terminal device integrated modules/units, if implemented in the form of software functional units and sold or used as separate products, may be stored in a computer readable storage medium. Based on such understanding, all or part of the flow of the method according to the embodiments of the present invention may also be implemented by a computer program, which may be stored in a computer-readable storage medium, and when the computer program is executed by a processor, the steps of the method embodiments may be implemented. Wherein the computer program comprises computer program code, which may be in the form of source code, object code, an executable file or some intermediate form, etc. The computer-readable medium may include: any entity or device capable of carrying the computer program code, recording medium, usb disk, removable hard disk, magnetic disk, optical disk, computer Memory, Read-Only Memory (ROM), Random Access Memory (RAM), electrical carrier wave signals, telecommunications signals, software distribution medium, and the like.
Example 4
The embodiment of the invention takes the specific construction project of a certain scenic spot as an example to explain the method provided by the invention in detail, the height of the single rockery in the scenic spot is 49m, the shape is irregular, and the installation correction regularity for the scene is poor. In addition, because the rockery monomer is huge in size, the number of related rockery steel components is huge, the correction workload is large, and meanwhile, the operation of the construction process between the rockery steel components and each specialty is also a difficult problem, in order to solve the problems, the embodiment of the invention provides a rockery modular construction method based on BIM. And the BIM model is used for establishing and carrying out rechecking and construction animation simulation on the building block to generate a dynamic construction model, and the established dynamic construction model provides convenience for visual intersection and construction installation of a construction site. And finally, sending the two-dimension code to a factory to complete the manufacture of the rockery member in each model, and completing the field installation of the rockery module by using the two-dimension code and the dynamic construction model. The construction method is novel, reasonable and simple to operate, so that the whole construction process is simple and ordered, the field installation difficulty is reduced, the special two-dimensional code of the rockery mesh generated by BIM software is utilized, the related information of the members in each region can be known, favorable technical support is provided for the pre-assembly of the on-site rockery steel members and the rockery mesh through the BIM model and the two-dimensional code information of the members in each region, the field construction amount is reduced, the construction noise is reduced, the construction method is green and environment-friendly, meanwhile, the construction procedures among all the major can be reasonably arranged through animation simulation and other major construction procedures, a plurality of modules are carried out simultaneously, the installation and construction procedures are simplified, the efficiency is higher, and the construction period is shortened.
The concepts, principles and concepts of the invention have been described above in detail in connection with specific embodiments (including examples and illustrations). It will be appreciated by persons skilled in the art that embodiments of the invention are not limited to the specific forms disclosed above, and that many modifications, alterations and equivalents of the steps, methods, apparatus and components described in the above embodiments may be made by those skilled in the art after reading this specification, and that such modifications, alterations and equivalents are to be considered as falling within the scope of the invention. The scope of the invention is only limited by the claims.
Claims (3)
1. A rockery modular splitting construction method based on BIM is characterized by comprising the following steps:
establishing a rockery comprehensive BIM model which comprises a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model;
the method comprises the steps of conducting modular splitting on the rockery comprehensive BIM model to obtain a plurality of region modules, conducting marking and naming on the region modules, conducting modular splitting on the three-dimensional rockery mesh model to obtain a plurality of first region modules, and conducting marking and naming on the first region modules; carrying out modular splitting on the three-dimensional rockery steel structure deepening model to obtain a plurality of second area modules, and marking and naming the second area modules, wherein the serial numbers and the position relations of the second area modules correspond to those of the first area modules;
rechecking and optimizing each region module of the rockery comprehensive BIM model, and generating two-dimensional codes of each region module of the rockery primary and secondary structure according to an optimization result, wherein the rechecking and optimizing method comprises the following steps:
rechecking and optimizing the position relation between a three-dimensional rockery mesh model and a three-dimensional rockery steel structure deepening model in the rockery comprehensive BIM model, and/or
Rechecking and optimizing the position relation between the three-dimensional rockery mesh model and the related professional model in the rockery comprehensive BIM model, and/or
Rechecking and optimizing the position relationship between a three-dimensional rockery steel structure deepening model and a related professional model in the rockery comprehensive BIM model;
when the optimization result accords with a preset position relationship, generating two-dimensional codes of each area module of the primary and secondary structures of the rockery;
utilizing the two-dimensional code to carry out dynamic construction simulation on the rockery comprehensive BIM model, and generating a dynamic construction model, wherein the dynamic construction model comprises the following steps:
acquiring two-dimension code information and assembling a rockery comprehensive BIM model;
carrying out dynamic construction simulation on the rockery comprehensive BIM model according to the construction progress plan and the on-site actual condition of the rockery comprehensive BIM model and the related professional model, and generating a dynamic construction model for simulating the on-site rockery module assembling process;
sending the two-dimension code to a factory to be processed into a rockery module, and completing field high-altitude installation of the rockery module by using two-dimension code information and the dynamic construction model, wherein the two-dimension code information comprises a module number and module information, and the module information further comprises a control point coordinate, connection information, a module production batch and a module delivery batch;
the rockery module is installed on site by utilizing two-dimension code information and a dynamic construction model and comprises the following steps: acquiring two-dimensional code information of each area module of the primary and secondary structures of the rockery, and guiding constructors to assemble a jig frame on the ground on site according to the two-dimensional code information, wherein the acquired two-dimensional code information comprises three-dimensional control point coordinates and connection information of each area module, and the connection information comprises the welding seam grade of each area module, the acceptance requirement and the inspection batch;
based on the jig frame, the two-dimension code information and the dynamic construction model are utilized to complete the installation of the primary and secondary structures of the rockery;
the method comprises the steps of firstly reading three-dimensional control coordinates of each region module from two-dimensional codes of each region module of a three-dimensional rockery mesh model, providing accurate positioning information for installation of the three-dimensional rockery mesh model and guiding field installation, and simultaneously reading connection information of each region module from the two-dimensional codes of each region module of a three-dimensional rockery steel structure model, wherein the connection information comprises welding line grades, acceptance requirements and batch inspection, so that information such as whether a rockery mesh is installed and produced can be traced through BIM software, and the field installation of the rockery modules is completed through the module information read in the steps.
2. A BIM-based rockery modular split construction device comprising a memory, a processor and a computer program stored in said memory and executable on said processor, said processor implementing the steps of the method according to claim 1 when executing said computer program.
3. A computer-readable storage medium, characterized in that the computer-readable storage medium stores a computer program which, when being executed by a processor, carries out the steps of the method as claimed in claim 1.
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