WO2016178453A1 - Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법 - Google Patents

Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법 Download PDF

Info

Publication number
WO2016178453A1
WO2016178453A1 PCT/KR2015/005631 KR2015005631W WO2016178453A1 WO 2016178453 A1 WO2016178453 A1 WO 2016178453A1 KR 2015005631 W KR2015005631 W KR 2015005631W WO 2016178453 A1 WO2016178453 A1 WO 2016178453A1
Authority
WO
WIPO (PCT)
Prior art keywords
module
unit
editing
bim
trajectory
Prior art date
Application number
PCT/KR2015/005631
Other languages
English (en)
French (fr)
Korean (ko)
Inventor
최철호
최준혁
최형택
야지마카즈미
야마시타히로아키
요시다토모히로
나카무라타쯔야
Original Assignee
주식회사 두올테크
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 두올테크 filed Critical 주식회사 두올테크
Priority to CN201580079589.1A priority Critical patent/CN107636239A/zh
Priority to JP2017547573A priority patent/JP2018522297A/ja
Publication of WO2016178453A1 publication Critical patent/WO2016178453A1/ko

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
    • G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/08—Construction
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T19/00—Manipulating 3D models or images for computer graphics
    • G06T19/20—Editing of 3D images, e.g. changing shapes or colours, aligning objects or positioning parts

Definitions

  • the present invention relates to a BIM-based on-site facility automation modeling system and method, and more specifically to the construction and construction equipment, such as cranes, scaffolding, braces, earth anchors used in the facilities of construction and civil construction site 3
  • the present invention relates to a BIM-based on-site facility automation modeling system and method that can be automatically deployed as a dimensional model and calculate the quantity thereof.
  • BIM Building Information Modeling
  • BIM Deliverables means the set of BIM deliverables that are finally completed in the BIM-applied business. It is usually specified in a contract, specification, or task statement.
  • the object classification system used in BIM is a list that systematically classifies the physical object units constituting the model data.
  • the object classification system is classified into spatial objects and local objects.
  • the term "spatial object" is one of the BIM objects.
  • a spatial object refers to an object used to define a range of space such as floors, zones, and rooms of a facility.
  • Spatial objects are objects that are used to define the scope of various spaces such as floors, zones, and rooms of buildings, and are used to construct spaces conceptually. Spatial objects are classified by space programs, and their use is determined by necessity. "Part” means a component of a facility that surrounds the space as a part of the facility from a physical point of view and supports the function of the space. The term “part object” refers to an object used to define a part as one of the BIM objects.
  • Site objects are used to physically construct a facility, such as columns, walls, doors, and windows.
  • the BIM attribute classification system refers to a set of internal characteristics that each object classification unit has in common.
  • Object-specific attributes are used to assign characteristics such as identification, shape, properties, and references.
  • the input target sets a list of minimum input request targets for each specialized field, targeting the BIM attribute classification system.
  • Object-specific attributes of model data can be planned to be entered in stages.
  • 3D-based information system that has the actual shape and information of a building by using BIM construction information, stores all the information included in the project in a computer database, and provides information in various forms as needed. Can change to express.
  • BIM technology can make more efficient use of various information produced in the construction field, so that building objects (walls, slabs, windows, doors, roofs, stairs, etc.) can be assigned to their properties (functions, structures, uses). It can recognize the relationship with each other and reflect the changing elements of the building immediately.
  • the structural analysis and design information at the design stage were input to the structural BIM to calculate the information on the building structure based on the structural design information, but the equipment used in the construction site of the building structure (for example, tower crane) , Hoists, backhoes, riders, ready-mixed vehicles), there was a problem that the prediction of the amount of traffic and ground load, the interference with the surrounding environment, and the lifting capacity were not made at all according to the work radius or the moving path and location.
  • the equipment used in the construction site of the building structure for example, tower crane
  • Hoists, backhoes, riders, ready-mixed vehicles there was a problem that the prediction of the amount of traffic and ground load, the interference with the surrounding environment, and the lifting capacity were not made at all according to the work radius or the moving path and location.
  • the present invention overcomes these limitations and automatically deploys the construction plan as a three-dimensional model, which not only drastically reduces the time required to about 1/10 level, but also enables additional tasks such as quantity calculation and interference review.
  • Patent Registration No. 10-1380127 (2014.03.26)
  • Patent Registration No. 10-1167848 (2012.07.17)
  • the present invention has been made to solve the conventional problems as described above, the object of the present invention is to implement the working radius or the movement path of the equipment used in the construction site in three-dimensional virtual BIM that can predict the lifting capacity It is to provide a system and method based on the automated on-site facilities.
  • the present invention is the BIM-based on-site modeling system that can support the designer to adjust the design and structure of the facilities used in the construction site as a three-dimensional model based on the analysis results based on the site characteristics And providing a method.
  • the BIM-based on-site facility automation modeling system of the present invention comprises: an object unit for selecting and editing the size, type, and type of an object including at least one of a member and equipment disposed as the on-site facility; An input unit configured to output a selection command of an object, a section selection command and a virtual operation command, and to set a position or a section of the object edited in the object unit by drawing a line; And a controller configured to control to arrange a model of the object according to the edit data of the object unit along a line set by the input unit and output the same to a display.
  • the present invention further comprises a virtual operation unit for implementing a virtual operation according to the movement path and rotation radius, height and length selectively input from the object unit, the virtual operation unit to the type or model of the object set in the object unit
  • a virtual motion module for virtually driving a selected object according to a set rotation radius or a motion path according to the set motion data
  • a trajectory calculation module for calculating a trajectory of a motion path or a rotation radius of an object driven by the virtual motion module
  • a trajectory display module for displaying the trajectory of the movement path or the rotation radius of the object calculated by the trajectory calculation module on the display.
  • the present invention preferably further comprises a calculation unit capable of calculating a by-product generated during construction and a list of quantity calculation of the object including the type and quantity of the object selected by the control of the controller.
  • the object unit and the object editing module for editing the data of the selected object in accordance with the edit data corresponding to the size and type, type, shape, and position of the equipment and member-specific object input from the input unit, and according to the selection command of the input unit
  • An object generation module that additionally creates a selected object in the model, an object moving module for moving the edited object by the object editing module, and an object moved by the object moving module to be included as a model Characterized in that it comprises a coupling module.
  • the BIM-based on-site facility modeling system and method of the present invention can virtually implement the working radius or moving path of the equipment used in the construction site, can predict the lifting capacity, and it is possible to design the layout of the on-site facility automatically. have.
  • the present invention can significantly reduce the time required for the construction site construction plan or construction plan, can deliver and share the exact plan through the three-dimensional model, optimized by calculating the exact member arrangement and the quantity per member It is effective to plan construction.
  • FIG. 1 is a block diagram showing a BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 2 is a block diagram illustrating an object unit in a BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 3 is a block diagram showing a construction unit in the BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 4 is a block diagram showing a virtual operation unit in the BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 5 is a block diagram showing an operation unit in a BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 6 is a block diagram showing a screen configuration in the BIM-based on-site facility automation modeling system according to the present invention.
  • Figure 7 is a flow chart illustrating a BIM-based on-site facility automation modeling method according to the present invention.
  • FIG. 8 is a flowchart illustrating a virtual operation implementation step in the BIM-based on-site facility automation modeling method according to the present invention.
  • FIG. 9 is a diagram illustrating a main screen of a BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 10 is a diagram illustrating an example of a crane edit screen in the BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 11 is a diagram illustrating an example of a provisional system edit screen in the BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 12 is a diagram illustrating an example of automated modeling of a temporary scaffold in a BIM-based on-site facility modeling system according to the present invention.
  • FIG. 13 is a diagram illustrating an edit screen of a retainer anchor in a BIM-based on-site facility modeling system according to the present invention.
  • FIG. 14 is a diagram illustrating an example of an automated modeling of a retainer anchor in a BIM-based facility facility modeling system according to the present invention.
  • 15 is a view illustrating a volume drawing in a BIM-based on-site facility automation modeling system according to the present invention.
  • 16 is a diagram illustrating a virtual operation process of the crane in the BIM-based on-site facility automation modeling system according to the present invention.
  • FIG. 17 is a diagram illustrating a virtual operation and a trajectory of a dump truck in a BIM-based facility facility modeling system according to the present invention.
  • FIG. 1 is a block diagram showing a BIM-based on-site facility automation modeling system according to the present invention.
  • the BIM-based on-site facility modeling system includes an object unit 120 that performs selection of objects installed in the on-site facilities and editing of selected objects, and a file for converting files and document files.
  • the object unit 120 selects the member and the equipment installed on the site under the control of the control unit 110 according to the selection command of the input unit 170, and combines, moves, lengths, quantities and rotation radius and position between the selected objects. Editing of the shape is possible.
  • the double member includes at least one of scaffolding, temporary fences, gates, retainers, earth anchors, strips, straights, perforated plates, and working scaffolds.
  • Equipment includes one or more of tower cranes, fork cranes, backhoes, rides, ready-mixed cars, dump trucks and hoists.
  • Equipment and members are not limited to those described above, and may be added or deleted at the designer's and operator's discretion. A more detailed configuration will be described later with reference to FIG. 2.
  • the file converting unit 130 converts the file, and the drawing unit 140 controls the drawing of lines, circles, points, and other figures in the model of the object selected by the control of the control unit 110 according to the selection command of the input unit 170. Adjust the slope and length and plot the volume.
  • the virtual operation unit 150 visually implements whether or not interference with an environment object is performed by displaying and calculating a virtual operation and a trajectory of the equipment object under the control of the controller 110.
  • the calculation unit 160 calculates the numerical value (height, length, width) of the member, the scale of the model, the trajectory value during the virtual operation, and the interference value and quantity between the member, the equipment, and the environmental object.
  • the screen configuration unit 190 activates each menu for object selection, editing, and virtual operation, and associates each menu with the object unit 120 to the operation unit 160.
  • the input unit 170 refers to a mouse and / or a keyboard, and outputs a command set by a user's operation to the controller 110.
  • the display 180 outputs each menu, an edit screen, a virtual operation, a calculated trajectory, and a completed model under the control of the controller 110.
  • the controller 110 controls the data retrieval and output of the database 200 and the object unit 120 and the operation unit 160 according to the selection command input from the input unit 170, and the file conversion and the database 200.
  • the virtual operation unit 150 is controlled according to the storage of the work file and the virtual operation command.
  • the control unit 110 calculates in real time the numerical value (height and length, rotation radius, earthwork amount) in the modeling process of the selected object calculated by the operation unit 160 and controls to output through the display 180. .
  • the controller 110 controls the operation unit 160 to check the interference value between the device and the member according to the virtual operation and to output the result as a message.
  • the database 200 includes a hypothetical equipment DB 210 for storing the basic model and data of the object, a file DB 220 for storing the model and document file, and a field DB 230 for storing the field data. .
  • Temporary equipment DB 210 stores data according to the specifications and options of the equipment or members used in the field facilities.
  • the object data corresponding to the absence of field facilities includes the base model according to the type and option of scaffolding, temporary fence, gate, retaining wall, bandage, strut, earth anchor, work scaffolding, perforated plate, and size of each model. Stored data is stored.
  • object data is stored according to the manufacturer, type, load, power, and purpose of the equipment (e.g., tower crane, hoist, backhoe, rider, ready-mixed concrete vehicle) deployed in the field facility.
  • equipment e.g., tower crane, hoist, backhoe, rider, ready-mixed concrete vehicle
  • the object data as described above is subjected to the selection and editing process by the editing tool driven by the object unit 120, the selection of the editing tool for each object can be selected through the menu shown in FIG.
  • the file DB 220 stores a model or document file edited in the BIM-based on-site facility automation modeling system of the present invention.
  • the site DB 230 is an environment object (site shape or height around the site, ground condition of the site, tree height and location of the site, width and depth and location of the river, ground condition, embankment, valley or hill). And field topography such as plains). Such on-site data is used as data for confirming whether or not interference between facility objects and surrounding environment objects is realized in the virtual operation of selected objects.
  • the object unit 120 will be described with reference to FIG. 2.
  • 2 is a block diagram illustrating an object unit in a BIM-based on-site facility automation modeling system according to the present invention.
  • the object unit 120 generates an object based on the position information input by the input unit 170 and an object generation module 121 and an object according to the edit data input by the input unit 170. It includes an object editing module 122 for editing the object, an object moving module 123 for moving the position of the object, and an object combining module 124 for coupling one or more objects.
  • the object editing module 122 edits the size and type, model, shape, and position of the equipment and the member. As shown in FIG. 9, the object editing module 122 drives an object-specific editing tool selected from the editing tool menu 301.
  • the controller 110 outputs the crane editing tool screen shown in FIG. 10 through the display 180.
  • control unit 110 when the control unit 110 receives a selection command of the editing tool menu of the provisional system from the input unit 170, the control unit 110 controls the display 180 to display the provisional system editing tool screen as shown in FIG. 11 as an example. Output 306.
  • the object editing module 122 includes object edit data including the shape and model, length, width and shape, and size of the object selected by the controller 110 according to the edit data of the object input through the editing tool screen as described above. To calculate. The editing data of the object editing module 122 is reflected on the drawing of the object selected by the drawing unit 140 and output to the display 180.
  • the object generation module 121 generates one or more selected objects in the modeling process. For example, the object generation module 121 adds and creates an object such that a plurality of individual objects edited through the edit data of the object editing module 122 are connected at a selected distance or section.
  • connection menus 307 of the hypothesis scaffold is selected in the provisional system editing tool menu 306 shown in FIG. Creates stacked or connected objects.
  • the hypothesis scaffold added by such an object generation module is modeled as a stacked structure of several of FIG.
  • the object generation module 121 continuously generates individual clogs in the selected section that match the width, height, and type of the clogs included in the edit data. Wherein each block is selected according to the width and length and height, shape edited in the object editing module 122. That is, the object generation module 121 continuously generates an object corresponding to the edit data of the object editing module 122 automatically in the set section of the input unit 170.
  • the object moving module 123 moves the object edited and generated by the object editing module 122 and the object generation module 121 under the control of the controller 110. For example, when a worker selects a moving object through the input unit 170 and sets a position, the object is moved to the corresponding position. Such movement of the object may be combined after the design and editing by object to complete the entire site model or may be useful for editing the model. That is, the object moving module 123 enables the automatic placement of the field facilities under the control of the controller 110.
  • the object combining module 124 is characterized by combining one or more objects. An example of this is introduced through the drawing screen of the retaining anchor of FIGS. 13 and 14. Referring to FIG. 13, the object combining module 124 combines the earth block and the earth block edited and generated by the object generation module 121 and the object editing module 122. Here, the object combining module 124 combines with the object selected by the object editing tool 309, as shown in FIG. The combined soil barrier and earth anchor as described above are completed by a modeling process driven by the construction unit 140.
  • FIG. 3 is a block diagram showing a construction unit in the BIM-based on-site facility automation modeling system according to the present invention.
  • the drawing unit 140 includes a drawing module 141 for drawing lines, points, lines, and shapes of an object, a tilt module 142 for setting an inclination of an object, and an adjustment for adjusting the length of the object. Module and a volume drawing module 144 for constructing the volume.
  • the drawing module 141 generates a line, a circle, a dot, a figure, and a character according to a menu selection of the input unit 170 in a model of an object output on the display 180.
  • the drawing module 141 draws the drawing module 141 according to a command selected through the component selection menu 302 and the drawing menu 303 shown in the main screen of FIG. 9, and outputs it to the display 180.
  • the drawing module 141 draws lines, points, circles, and other figures or members at selected positions in the model according to a command outputted by the selection of the draw menu 303 on the main screen.
  • the tilt module 142 adjusts the tilt of the selected object. At this time, the slope is input by the input unit 170 or is set by the editing data of the object editing module 122.
  • the length adjusting module 143 converts the length, height, and width of the displayed object according to the editing data of the object editing module 122.
  • the length adjusting module 143 is preferably driven by a hot spot virtual machine to extend or reduce the length of the selected object by simple clicking and dragging, and to adjust the width.
  • the volume drawing module 144 draws a volume according to the volume value included in the editing data input from the object editing module 122.
  • An example of such a volume drawing is shown in FIG. 15.
  • the volumetric drawing module 144 models a volume (a digging surface) according to a menu selected from the volume tool menu 310 (for example, a pore volume). That is, the volume drawing module 144 constructs the volume of the trench surface that is destroyed in the ground according to the edit data input from the object editing module 122.
  • FIG. 4 is a block diagram showing a virtual operation unit in the BIM-based on-site facility automation modeling system according to the present invention.
  • the virtual operation unit 150 calculates a virtual operation module 151 for operating a selected object, and a trajectory for calculating a work radius, a moving path, and a double weight capacity by calculating a trajectory that is moved during an virtual operation of the object. It includes a calculation module 152, and a trajectory display module 153 for displaying the movement path and the rotation radius in the virtual operation of the object.
  • the virtual operation unit 150 will be described with reference to the construction screen of the crane shown in FIG. 16 and the construction screen of the dump truck shown in FIG.
  • the virtual motion module 151 implements the motion according to the movement path or work radius and / or the rotation radius according to the edit data of the selected equipment on the screen.
  • edits such as a model of a crane selectively input from the object editing tool menu 311 output through the object editing module 122, the presence or absence of an auxiliary rod, and a working radius direction or an angle width Implement the operation of the crane based on the data.
  • the virtual operation module 151 may implement an operation according to a command input through the operation menu 312a included in the editing tool 312 of FIG. 17 linked from the screen configuration unit 190.
  • the virtual operation module 151 virtually implements an operation on a screen according to a selection command of the operation menu 312a of an object set according to the edit data input to the editing tool menu 312.
  • the locus calculation module 152 calculates the locus of the object by the virtual operation of the object implemented by the virtual operation module 151 and applies the result to the locus display module 153. That is, the trajectory calculation module 152 calculates the weight capacity through the work radius including the rotation radius according to the length and the angular width of the rod of the crane, the movement amount or the vehicle movement path of the dump truck, and the work radius and the movement path.
  • the trajectory display module 153 plots and displays the trajectory and its numerical value (one or more of a moving distance, a rotation angle, and a double capacity) according to the trajectory data calculated by the trajectory operation module 152. That is, the trajectory display module 153 displays on the screen the working radius 153a of the crane in FIG. 16, the lifting capacity, and the trajectory of the movement route 153b of the dump truck in FIG.
  • FIG. 5 is a block diagram showing an operation unit in a BIM-based on-site facility automation modeling system according to the present invention.
  • the calculation unit 160 includes a numerical calculation module 161 for displaying on the screen a numerical value input to the edit data of a selected object and a trajectory value during virtual operation, and a scale module for outputting a model as a set scale ratio. 162, a quantity calculation module 163 for calculating the quantity of the object, and an interference value calculation module 161 for calculating the value of the interference between the environment object and the object and the distance or length of interference.
  • the numerical calculation module 161 calculates the result by comparing the distance between the objects for each section and the value between the objects according to the coupling between the objects.
  • the scale module 162 sets the scale ratio of the screen and displays the model according to the set scale ratio.
  • the quantity calculation module 163 calculates the quantity of material or the amount of earthwork at the time of digging according to the editing data set by the object editing module 122. For example, the quantity calculation module 163 calculates the amount of earthwork generated when digging at the set width and depth in the field, or calculates the quantity of the earthquake and earth anchor according to the width and height of the construction scaffolding and the distance between the earthen sections. Automatically calculate and print out.
  • the quantity calculation module 163 calculates statistical data about a model, a shape, a size, and a quantity for each material and equipment input to a field facility.
  • the interference value calculation module 164 checks the interference between the environment object and the facility object, calculates and displays the distance or rotation angle position at which the interference occurs. For example, the interference calculation module 164 checks the height and the rotation angle of the crane, and compares the data of environmental objects such as the building and the tree position and the height around the expected installation position of the crane when the crane is rotated or driven. It is possible to calculate the distance or the height radius of the rotation can occur.
  • FIG. 6 is a block diagram showing a screen configuration in the BIM-based on-site facility automation modeling system according to the present invention.
  • the screen configuration unit 190 may include a menu activation module 191 for activating the respective menus shown in FIGS. 9 to 18 and the object unit 120 to the operation unit 160 in association with each other. It includes a task window driving module 192 for activating the above task window.
  • the menu activation module 191 sets menus that can be activated and inactive menus according to the selected work menu. Therefore, when the input unit 170 selects one menu, the input window 170 activates or deactivates the work window or the menu bar set in the menu.
  • the work window driving module 192 outputs a work window according to a menu selected by the menu activation module 191.
  • the work window driving module 192 is configured to output a different work window for each object editing tool and a drawing screen.
  • the controller 110 drives the menu activation module 191 according to the selection command of the input unit 170 to sequentially drive each component selected in the menu. For example, when the input unit 170 selects one of the object editing menus, the menu activation module 191 and the work window driving module 192 are driven to output the editing tools of the selected objects as different work windows.
  • the controller 110 controls the display 180 to output the model of the object completed by the editing data received by the object editing module 122.
  • the controller 110 drives the scale module 162 at the output of the display 180 to output the model at the set scale, calculates the numerical value of the object constructed by the editing data or the drawing module 141, and displays the model.
  • the operation unit 160 is controlled to be displayed at 180.
  • control unit 110 controls the virtual operation unit 150 at the time of the virtual operation command of the input unit 170 to output the virtual operation operation menu or the editing tool menu of the selected object, and calculates the trajectory operation according to the selection of the output menu. And to control the locus operation module 152 and the locus display module 153 to display.
  • control unit 110 drives the interference value calculation module 161 to determine whether the interference with the environmental object after the virtual operation as described above.
  • the controller 110 outputs a message to the display 180 about the interference result of the interference value calculation module 164.
  • the present invention can complete the model for each object of the construction and / or civil construction site through the configuration as described above, by automatically placing the completed object to complete the automation layout design of the construction site, and also of the field facilities Modeling can yield statistical data such as quantities or lists of materials and equipment.
  • Figure 7 is a flow chart illustrating a BIM-based on-site facility automation modeling method according to the present invention.
  • the BIM-based on-site facility modeling method includes an object selection receiving step (S100) for receiving a selection signal of an absent object and / or an equipment object, and an editing tool for driving an editing tool of the selected object.
  • the control unit 110 receives an object selection signal according to a selection command of the input unit 170.
  • the controller 110 receives a selection signal of any one of the editing tool menus 301 of each object displayed through each menu displayed on the main screen.
  • the main screen includes an editing tool menu 301 for selecting an object editing tool, a component selection menu 302 and a drawing menu 303 on the left side, and a file path window 304 for displaying a file path. ) Is included.
  • Each such menu is implemented on the main screen by the menu active module 191 and the work window driving module 192.
  • the controller 110 retrieves the selected object from the temporary equipment DB 210 and outputs the selected object to the display 180.
  • the output object is output together with the edit tool menu window 306.
  • the editing tool driving step (S200) is a step in which the control unit 110 drives the editing tool of the object selected in the object selection receiving step (S100), and models the selected object according to the input editing data.
  • the controller 110 drives the object editing module 122 according to the selection command of the input unit 170.
  • the outputted editing tool is designed for every object corresponding to the field facility.
  • editing tools include cranes, retainers, provisional systems, and vehicle tracks. It may include volume, object movement, strut strip, perforated plate, temporary fence gate, railing, simple provisional system, and retainer anchor. Objects of such on-site facilities are for illustrative purposes only and are not limited to the scope of the technical idea of the present invention.
  • the controller 110 drives the object editing module 122 to include a basic model of a selected object stored in the temporary equipment DB 210, and an object editing menu capable of selectively inputting editing data.
  • the work window is output to the display 180. An example of this is illustrated in FIGS. 10 and 11.
  • FIG. 10 illustrates a screen on which an edit tool menu of a crane is output
  • FIG. 11 illustrates a screen on which an edit tool menu 306 of a temporary system is output.
  • Each edit tool menu 306 may display the base model 304 and the file path 305 and input edit data of the object.
  • the base model is stored in the file DB 220 as a planar or three-dimensional model.
  • the editing tool menu 306 preferably includes a menu 307 for assembly, coupling, and installation in the case of a plurality of member objects, such as a temporary system.
  • the controller 110 reads out the basic model 304 included in the outputted editing tool menu from the temporary equipment DB 210 and outputs it through the main screen, and receives the edited data input through the input unit 170.
  • the user can input the type or size, number, installation location, and section of the object included in the editing tool menu through the mouse or the keyboard.
  • the control unit 110 outputs the basic model of the object according to the edit data.
  • the user drives the input unit 170 after inputting the editing data of the object through the editing tool menu and sets the position of the object as drawing a line on the main screen.
  • the controller 110 controls to generate a model of the object in a section set by the input unit 170 when a selection command such as drawing a line of the input unit 170 is applied.
  • the editing process of the model by drawing lines is as shown in the drawing screen of the temporary system of FIG. 11 and the retainer anchor of FIG.
  • control unit 110 for example, in the case of a belt strut, after generating the model after the section setting as a line drawing, the object generating module 121 and the object combining module 124 to generate the selected intermediate pile drawing Addition and layout design is also possible.
  • the controller 110 draws the drawing unit 140 when a drawing selection or a component selection command or an inclination or length adjustment command is additionally selected through a model of an object output on the display 180 through the input unit 170.
  • the module 141, the tilt module 142, and the length adjusting module 143 are sequentially driven to control and edit the model according to the output command.
  • the earth block is fastened with an earth anchor in the section in which several are set. Therefore, if the user needs to check how many blocks are to be used during the section where the fence is to be installed, the user inputs a quantity calculation command by operating the input unit.
  • the controller 110 may control the quantity calculation module 163 to calculate the quantity of the corresponding object. That is, when the user applies the quantity calculation command of the retainer through the input unit 170, the controller 110 drives the quantity calculation module 163. Therefore, the quantity calculation module 163 calculates the total quantity of the retainers and applies them to the controller 110 by comparing the size of the individual retainers input in the editing tool driving step S200 and the distance between the installation sections.
  • the controller 110 when the earthwork amount is selected in the volume editing tool 310 as shown in FIG. 15, the controller 110 outputs the quantity of water based on the edit data such as the position, area, angle, and depth through the input unit 170.
  • the calculation module 163 calculates the amount of excavation after excavation. Then, the controller 110 outputs the calculated amount of earthwork through the display 180.
  • the quantity calculation was performed after the editing and drawing process of the individual objects in the editing tool driving step (S200), but as described above, after the automatic modeling step (S300) It is also possible to print a list containing quantities.
  • Automated modeling step (S300) is a step to complete the modeling of the entire site facilities by automatically placing each object input in the editing tool driving step (S200) and automatically placed in the model of the site.
  • the control unit 110 moves, combines and arranges one or more objects edited in the editing tool driving step S200 according to a selection command of the input unit 170 to generate a three-dimensional model of the field facility. That is, the controller 110 controls the object combining module 124 and the object moving module 123 to complete the model by moving and combining one or more objects completed in the editing tool driving step S200.
  • the controller 110 controls to generate and output the plan view shown in FIG. 13 on the display 180 when editing of the provisional system and the earth anchor is completed in the editing tool driving step S200. Thereafter, the controller 110 outputs a stereoscopic model corresponding to the edit data of the member included in the plan view generated in the automated modeling step S300 to the display 180.
  • the virtual operation implementation step (S400) is a step of determining whether or not interference with the surrounding objects by driving virtually according to the operation data of the completed model or the editing tool driving step (S200) in the automated modeling step (S300) to be.
  • Virtual operation implementation step (S400) will be described later with reference to FIG.
  • the editing tool driving step (S200), the automated modeling step (S300), and the virtual operation implementing step (S400) may include the type and quantity of members and / or equipment selected in each step, and the quantity and list of by-products according to the result. All calculations are possible. The calculation of the result and the statistics list is not limited to the order, and the calculation may be performed based on the object set in the editing tool driving step (S200) to the virtual operation implementing step (S400) according to the user's selection.
  • the storage step S500 is a step in which the control unit 110 stores the file DB 220 of the database 200 according to the file path according to the selection command of the input unit 170.
  • the stored file may be stored as a file having an extension selected by a user.
  • the automated modeling step S300 is a step of combining and automatically arranging the individual object models completed in the editing tool driving step S200 as described above.
  • the control unit 110 controls the object moving module 123 and the object combining module 124 to combine the object edited in the editing tool drive step, and to automatically arrange to the selected position.
  • the automated modeling step S300 may be a three-dimensional model (see FIG. 12) of an object of an individual construction and editing in the editing tool driving step S200 (see FIG. 12) or a combined object of an earthen and earth anchor (FIG. 12). 13) as a stereoscopic model (see FIG. 14).
  • the editing tool driving step (S200) when the user sets a section or a position by drawing a line, the object model is automatically edited at the corresponding location or section, and the automated modeling step (S300) includes the editing tool driving step ( In operation S200, an object coupled to one or more objects according to the section or position setting of the input unit 170, such as a line drawing, and a model in which each object is automatically arranged may be output.
  • FIG. 8 is a flowchart illustrating a virtual operation implementation step in the BIM-based on-site facility automation modeling method according to the present invention.
  • the virtual operation implementing step (S400) may drive an object according to an operation data reception step (S410) for receiving operation data of a virtual operation target object and a command input after the operation data reception step (S410).
  • the virtual driving step (S420), and the trajectory calculation and output step (S430) for displaying and calculating the trajectory, such as the movement path or rotation radius of the object driven in the virtual driving step (S420), and the trajectory calculation and output step (S430)
  • An interference determination step (S440) for determining whether the locus data of the object and interference with the field object are calculated in the step S), and a message output for outputting a message when interference between the field object and the virtual operation object occurs in the interference determination step (S440).
  • the operation data receiving step (S410) is a step in which the controller 110 receives operation data input through an operation data editing menu driven by the object editing module 122.
  • the operation data is selectively input through the editing tool menus 311 and 312 of the operation data, as shown in the examples of FIGS. 16 and 17.
  • 16 is an automated modeling screen of the crane
  • FIG. 17 is a view outputting a trajectory during the virtual operation of the dump truck.
  • the operation data of the crane is set to input the angle width and the working radius direction of the crane through the operation data editing tool menu 311, and the dump truck of FIG. 17 operates the operation data editing menu 312. You can set the type of vehicle or the amount of movement in.
  • the virtual driving step S420 is a step in which the controller 110 drives the object virtually based on the operation data.
  • the controller 110 drives the virtual operation module 151 to virtually drive the object selected on the screen.
  • Such a virtual operation module 151 in the case of a crane, when the user selects the crane with a mouse and drags, the crane rotates according to the rotation radius or the angular width set as the operation data.
  • the virtual operation module 151 moves the dump truck output on the screen according to the command.
  • the dump truck is virtually driven at different widths, heights, and turning radiuses according to the movement amount or the vehicle type inputted as the operation data.
  • Trajectory calculation and output step (S430) is a step of calculating the trajectory of the movement path or rotation radius of the virtual operation object under the control of the control unit 110, and outputs to the screen.
  • the controller 110 controls the trajectory calculation module 152 in the virtual driving step S420 to calculate a movement path and / or a rotation radius during virtual driving of each object.
  • the locus calculation module 152 calculates the locus of the virtual driving object and outputs the locus of the locus display module 153. Therefore, the trajectory display module 153 outputs the movement path or the rotation radius of the object as a figure through the display 180 on the screen.
  • the trajectory is output like the rotation radius 153a of the crane of FIG. 16 and the movement path 153b of the dump truck of FIG.
  • Interference determination step (S440) is a step of determining whether the interference with the field object occurs according to the trajectory during the virtual operation of the object calculated in the trajectory calculation and output step (S430).
  • the control unit 110 includes the road width and the height of the bridge around the construction site where the crane or dump truck is to be installed and operated, the curve section, the height of the surrounding buildings or trees, and the height or position of other members around the crane.
  • the environment data of the environment object is read to determine whether there is interference.
  • the environment data for the environment object is stored in the database 200. Therefore, the controller 110 may determine whether or not interference is performed by calculating environment data set as environmental objects of the corresponding object stored in the database 200 after the trajectory calculation and display step S430.
  • the present invention can calculate the available road width or supporting load according to the width, height and load of the dump truck, it is possible to determine whether it is possible to pass to the bridge or road temporarily installed in the construction site, the rotation of the crane It is possible to determine in advance how much the installable position of the other member is within the radius or whether the interference with the other member occurs when the crane rotates.
  • the present invention controls to output the movement path and the working radius and the lifting capacity of the crane calculated through the trajectory calculation module 152 to the display 180 as the trajectory display module 153.
  • the present invention by applying a hot spot virtual machine (Hot Spot Virtual Machine) in addition to the equipment object such as a crane or a dump truck as described above can check the interference between each member by arbitrarily adjusting the length or height of the members.
  • a hot spot virtual machine Hot Spot Virtual Machine
  • the controller 110 drives the drawing module and the length adjusting module 143 when the length adjustment or the increase / decrease command of the width is applied after the object (eg, a temporary fence) selected by the input unit 170 is selected.
  • the size of the temporary fence is set according to the command of the input unit 170, and a gate provided at the temporary fence is provided.
  • controller 110 may control the virtual operation module 151 to virtually implement the operation of the gate in the temporary fence and confirm whether the gate and the temporary fence are interference.
  • control unit 110 in the present invention can calculate the trajectory during the virtual operation of the moving object implemented in the three-dimensional three-dimensional model to predict the working radius and the moving path of each member disposed in the field facility to predict the double weight capacity have. Therefore, the present invention can automatically arrange each member used in the field facility to fit the site, or the user can arbitrarily adjust each object modeled in three dimensions through the predicted data of the calculated weight capacity. Do.
  • the message output step S450 is a step of outputting a related message when the controller 110 encounters interference between the virtual operation object and another object in the interference determination step S440.
  • the control unit 110 outputs as a message whether or not the interference in the range of the interference or the road, bridge, and ground load in the interference determination step.
  • the storage step S460 is a step of storing a file including the trajectory calculation and display data of the virtual operation object and the operation data of the object in the file DB 220 after the message output step S450.
  • the present invention is a construction scaffolding, gates, temporary fences, earth anchors, earth fences, bands, struts, perforated plates, working scaffolds used in construction and civil construction sites, cranes, hoists, dump trucks, ready-mixed vehicles It is possible to estimate the mass capacity of the field facility by simply selecting the option of equipment such as, and inputting data such as setting of height and length.
  • the present invention is also possible to calculate the by-products, such as the amount of earthwork generated during the construction process and the list of the number of members and equipment included in the modeling, it is possible to design the accurate site facilities.
  • control unit 120 object unit
  • object creation module 122 object editing module
  • drawing module 142 tilt module
  • locus calculation module 153 locus display module
  • interference calculation module 170 input unit

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • Primary Health Care (AREA)
  • Computer Graphics (AREA)
  • Tourism & Hospitality (AREA)
  • Marketing (AREA)
  • General Business, Economics & Management (AREA)
  • Human Resources & Organizations (AREA)
  • General Health & Medical Sciences (AREA)
  • Economics (AREA)
  • Health & Medical Sciences (AREA)
  • Strategic Management (AREA)
  • Computer Hardware Design (AREA)
  • General Engineering & Computer Science (AREA)
  • Software Systems (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Processing Or Creating Images (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
PCT/KR2015/005631 2015-05-04 2015-06-05 Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법 WO2016178453A1 (ko)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201580079589.1A CN107636239A (zh) 2015-05-04 2015-06-05 基于bim的现场设施自动化建模系统及方法
JP2017547573A JP2018522297A (ja) 2015-05-04 2015-06-05 Ｂｉｍ基盤の現場施設物自動化モデリングシステム及び方法

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR10-2015-0062715 2015-05-04
KR1020150062715A KR101595243B1 (ko) 2015-05-04 2015-05-04 Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법

Publications (1)

Publication Number Publication Date
WO2016178453A1 true WO2016178453A1 (ko) 2016-11-10

Family

ID=55448841

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2015/005631 WO2016178453A1 (ko) 2015-05-04 2015-06-05 Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법

Country Status (4)

Country Link
JP (1) JP2018522297A (ja)
KR (1) KR101595243B1 (ja)
CN (1) CN107636239A (ja)
WO (1) WO2016178453A1 (ja)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019001164A1 (de) 2018-03-01 2019-09-05 Otto Fischer Ag Anordnung und Verfahren zum automatisierten Generieren einer Empfehlung für eine Materialbestellung für ein Bauprojekt
CN111177829A (zh) * 2019-12-25 2020-05-19 广联达科技股份有限公司 基于专业知识优先分块以构建外脚手架的方法、系统和介质
CN111191310A (zh) * 2019-12-25 2020-05-22 广联达科技股份有限公司 基于快速排布优先分块以构建外脚手架的方法、系统和介质
CN111241666A (zh) * 2020-01-06 2020-06-05 长江勘测规划设计研究有限责任公司 一种基于bim技术的穿堤涵闸智能化设计方法
US10761785B2 (en) 2018-11-30 2020-09-01 Homer T. Hayward Lumber Co. Method and system for precise placement
CN113378268A (zh) * 2021-06-07 2021-09-10 中国二十冶集团有限公司 一种基于bim的地下管廊变形缝钢筋精细化电算方法及系统
CN114417459A (zh) * 2021-12-23 2022-04-29 山东同圆数字科技有限公司 一种基于cim技术的土石方平衡分析方法及系统
DE102022212005A1 (de) 2022-11-11 2024-05-16 Fachhochschule Münster, Körperschaft des öffentlichen Rechts Stützstrukturvorrichtung, Stützstruktur und Stützstrukturerstellungsverfahren

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101761364B1 (ko) * 2016-03-31 2017-08-04 (주)토탈소프트뱅크 컨테이너 항만 터미널 3d 모델링 방법 및 시스템
CN107818524A (zh) * 2016-10-25 2018-03-20 福建省建筑设计研究院有限公司 基于建筑信息模型技术的建筑工业化系统
KR101903084B1 (ko) * 2016-11-30 2018-10-02 삼성중공업(주) 족장 설치 정보 제공 장치 및 방법, 기록 매체
KR101980794B1 (ko) 2017-10-19 2019-05-24 대한민국 시설물의 시뮬레이션 방법 및 시스템
CN109118753A (zh) * 2018-07-21 2019-01-01 中铁十八局集团有限公司 一种基于bim车辆调度安全管理系统
KR102129182B1 (ko) * 2018-11-21 2020-07-01 전자부품연구원 디지털 트윈 기반 건설기계 지능화를 위한 시각화 도구 적용 방법
KR102054270B1 (ko) * 2018-12-24 2019-12-10 한국해양과학기술원 머티리얼 핸들링 장비의 물량 산출 시스템 및 그 방법
JP6756874B1 (ja) * 2019-05-29 2020-09-16 東急建設株式会社 施工計画支援システム及び施工計画支援方法
CN110294429A (zh) * 2019-06-22 2019-10-01 武汉宏宇建设工程咨询有限公司 一种塔吊设备稳定性分析系统
CN110795789A (zh) * 2019-10-29 2020-02-14 中建四局贵州投资建设有限公司 一种基于bim协同技术在脚手架工程中的应用方法
CN111177822A (zh) * 2019-12-06 2020-05-19 中国二十冶集团有限公司 一种装配式建筑预制构件堆场位置的确定方法
KR102443520B1 (ko) * 2019-12-13 2022-09-16 한국건설기술연구원 건설공사 입찰단계의 의사결정 방법 및 이를 이용한 점수 정량화 방법
KR102477756B1 (ko) * 2019-12-13 2022-12-16 제타시스템 주식회사 건설공사 입찰단계의 의사결정 방법에서 게이트 타당성 및 리스크 평가 방법
KR102477755B1 (ko) * 2019-12-13 2022-12-16 제타시스템 주식회사 건설공사 입찰단계의 의사결정 방법에서 ve 의사 결정 방법
CN111104707B (zh) * 2019-12-25 2023-05-12 广联达科技股份有限公司 数字建筑中外脚手架构建方法、系统和介质
KR102395065B1 (ko) * 2019-12-31 2022-05-09 주식회사 메인소프트 비계 모델링 방법 및 컴퓨터프로그램
JP7380229B2 (ja) * 2020-01-09 2023-11-15 株式会社大林組 作業支援システム、作業支援方法及び作業支援プログラム
JP7124836B2 (ja) * 2020-02-05 2022-08-24 株式会社タダノ 性能情報サーバ、作業機表示操作アプリケーション、移動経路情報の提供方法、移動経路情報の取得方法、及び移動経路情報取得システム
JP7503426B2 (ja) 2020-06-12 2024-06-20 株式会社竹中工務店 地図変換システム、及び地図変換プログラム
CN112380603A (zh) * 2020-11-13 2021-02-19 中建四局第六建设有限公司 一种基于bim的大型预制构件吊装模拟方法
KR102389871B1 (ko) * 2021-03-12 2022-04-25 (주)엔젤스윙 건설현장에서 안전지역을 시각화하는 방법 및 장치
CN113158303A (zh) * 2021-04-01 2021-07-23 江苏大学 一种基于bim的装配式钢桥三维模型施工方法
CN113818296A (zh) * 2021-09-14 2021-12-21 上海建工一建集团有限公司 顶部堆土山形建筑顶部施工道路及其施工方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280685A (ja) * 1997-04-01 1998-10-20 Jgc Corp 建設シミュレーション装置及び記録媒体
KR20090130491A (ko) * 2008-06-16 2009-12-24 삼성물산 주식회사 고층 빌딩의 양중 장비 선정 방법 및 그 시스템 그리고이를 구현할 수 있는 컴퓨터프로그램을 수록한 컴퓨터용기록매체
KR20130049391A (ko) * 2011-11-04 2013-05-14 연세대학교 산학협력단 객체행위기반의 조속 ４ｄ 건설공정 시뮬레이션 시스템
KR101354688B1 (ko) * 2013-07-05 2014-01-27 한국건설기술연구원 공사현장 감리 시스템 및 감리 방법

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61282291A (ja) * 1985-06-05 1986-12-12 清水建設株式会社 クレ−ン衝突認識方法
JP3046291B1 (ja) * 1999-02-12 2000-05-29 株式会社 西田 仮設材配置計画用図面作成装置及びその記録媒体
KR100864872B1 (ko) * 2007-01-08 2008-10-22 삼성물산 주식회사 모바일크레인의 안전성 검토방법
KR100836535B1 (ko) * 2007-12-21 2008-06-10 한국철도시설공단 Ｇｉｓ 기반 3차원 공정 관리 시스템 및 방법
KR101167849B1 (ko) 2010-02-12 2012-07-24 이기상 세부 공간 또는 부위 정보를 포함하는 건설 공사비 랭킹 정보 생성을 포함하는 건설 공사비 정보 처리 시스템의 정보 처리 방법
KR101380127B1 (ko) 2013-08-29 2014-04-02 한국건설기술연구원 조립기준면을 적용한 bim 시스템 및 방법
CN103774859B (zh) * 2014-01-17 2015-11-18 华中科技大学 一种基于bim建筑模型的水泥砂浆砌体自动建造装置及其工作方法
CN103942388B (zh) * 2014-04-18 2017-04-26 重庆市勘测院 一种大规模建筑信息模型与三维数字城市集成方法

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280685A (ja) * 1997-04-01 1998-10-20 Jgc Corp 建設シミュレーション装置及び記録媒体
KR20090130491A (ko) * 2008-06-16 2009-12-24 삼성물산 주식회사 고층 빌딩의 양중 장비 선정 방법 및 그 시스템 그리고이를 구현할 수 있는 컴퓨터프로그램을 수록한 컴퓨터용기록매체
KR20130049391A (ko) * 2011-11-04 2013-05-14 연세대학교 산학협력단 객체행위기반의 조속 ４ｄ 건설공정 시뮬레이션 시스템
KR101354688B1 (ko) * 2013-07-05 2014-01-27 한국건설기술연구원 공사현장 감리 시스템 및 감리 방법

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019001164A1 (de) 2018-03-01 2019-09-05 Otto Fischer Ag Anordnung und Verfahren zum automatisierten Generieren einer Empfehlung für eine Materialbestellung für ein Bauprojekt
FR3078578A1 (fr) 2018-03-01 2019-09-06 Otto Fischer Ag Agencement et procédé de génération automatique d'une recommandation pour une commande de matériaux pour un projet de construction
US10761785B2 (en) 2018-11-30 2020-09-01 Homer T. Hayward Lumber Co. Method and system for precise placement
US11262955B2 (en) 2018-11-30 2022-03-01 Homer T. Hayward Lumber Co. Method and system for precise placement
US11573751B2 (en) 2018-11-30 2023-02-07 Homer T. Hayward Lumber Co. Method and system for precise placement
CN111177829A (zh) * 2019-12-25 2020-05-19 广联达科技股份有限公司 基于专业知识优先分块以构建外脚手架的方法、系统和介质
CN111191310A (zh) * 2019-12-25 2020-05-22 广联达科技股份有限公司 基于快速排布优先分块以构建外脚手架的方法、系统和介质
CN111241666A (zh) * 2020-01-06 2020-06-05 长江勘测规划设计研究有限责任公司 一种基于bim技术的穿堤涵闸智能化设计方法
CN111241666B (zh) * 2020-01-06 2023-09-01 长江勘测规划设计研究有限责任公司 一种基于bim技术的穿堤涵闸智能化设计方法
CN113378268A (zh) * 2021-06-07 2021-09-10 中国二十冶集团有限公司 一种基于bim的地下管廊变形缝钢筋精细化电算方法及系统
CN114417459A (zh) * 2021-12-23 2022-04-29 山东同圆数字科技有限公司 一种基于cim技术的土石方平衡分析方法及系统
DE102022212005A1 (de) 2022-11-11 2024-05-16 Fachhochschule Münster, Körperschaft des öffentlichen Rechts Stützstrukturvorrichtung, Stützstruktur und Stützstrukturerstellungsverfahren

Also Published As

Publication number Publication date
CN107636239A (zh) 2018-01-26
KR101595243B1 (ko) 2016-02-19
JP2018522297A (ja) 2018-08-09

Similar Documents

Publication Publication Date Title
WO2016178453A1 (ko) Bim 기반의 현장 시설물 자동화 모델링 시스템 및 방법
AbouRizk et al. Special purpose simulation template for utility tunnel construction
JP3337207B2 (ja) 建方支援システム
Marzouk et al. Modeling microtunneling projects using computer simulation
KR102112749B1 (ko) 통합 일정 계획을 이용한 건설 공사 타워크레인 관리 방법 및 이를 실행시키는 프로그램 및 컴퓨터 판독 가능한 기록 매체
Skibniewski et al. Robotic applications to construction
Foster Mitchell's Structure & Fabric Part 2
KR102112747B1 (ko) 수직 관계와 수평 관계를 이용한 건설 공사 통합 일정 계획 방법과 이를 실행시키는 프로그램 및 컴퓨터 판독 가능한 기록 매체
JP2001325310A (ja) 下水道敷設設計支援システム及び記録媒体
KR102185581B1 (ko) 건설공사의 미세먼지 저감 공정관리 시스템
Vasey et al. Circular Robotic Construction
JP3289216B2 (ja) ピットを有する作業施設及びその建造方法
Hazem et al. Construction Automation: Post-Pandemic Integrated Robotized Construction Sites
JP4253451B2 (ja) 打設ブロックのリフトスケジュール方法
CN106764055A (zh) 顶管三点一线施工工法
Schwarz et al. The need for development of station’s design for reducing risks and disturbance during construction
WO2024106423A1 (ja) 建設機械の作業管理方法
Fujinami et al. Construction robotics and automation research at Taisei
KR100758608B1 (ko) 건설장비 원격조종 시스템 및 방법
HEADQUARTERS et al. CONSTRUCTION ESTIMATING
Maitra et al. DESIGNERS UNDER CDM-A DISCUSSION WITH CASE STUDIES.
Grice Demolition of Lee House
KR20240097634A (ko) 3분할 공사구간 체계와 토지 이용률을 이용한 대단지 탑다운 역타공사의 지하 터파기 및 골조공사 방법
Mahima et al. Advanced Machines and Automation Techniques in Modern Construction Practice and their Possible Use in India
JPH06306867A (ja) 急傾斜地掘削方法及び装置

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 15891317

Country of ref document: EP

Kind code of ref document: A1

ENP Entry into the national phase

Ref document number: 2017547573

Country of ref document: JP

Kind code of ref document: A

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 15891317

Country of ref document: EP

Kind code of ref document: A1