JPH07282112A - Skeleton construction method scheduling system - Google Patents

Abstract

PURPOSE:To perform the comparison of schedule plans and schedule simulation on which the various kinds of condition setting are reflected in a short time by modeling design information and execution information. CONSTITUTION:Schedule objects relating to the design of a floor construction method are described as floor construction method models, the schedule objects relating to an execution schedule are described as flooring method models, information is exchanged through links among the objects and a detailed schedule is hierarchically extended. The floor construction method models are composed of an application skeleton construction method, an applicable floor construction method, an application span length, load conditions and a beam arrangement method, etc., the structures of members such as the specifications of beams, columns and floors, concrete strength, the attributes of PC beams and the attributes of a PICOS construction method, etc., are added to the floor construction method models and floor construction method schedule models are prepared. In the meantime, flooring method schedule model for which temporary loads, deflection allowable values, retention days, an execution section division number, crane machine kind, the number of supports in respective execution stages, the number of support layers and a joining state, etc., are set is prepared and the floor construction method schedule is prepared with the flooring method schedule model and the floor construction method schedule model.

Description

Detailed Description of the Invention

[0001]

[Industrial application] The present invention examines the structural and constructional applicability of the frame construction method by modeling design information and construction information, sets appropriate specifications and calculates costs. The present invention relates to a structure construction method planning system that can be used.

[0002]

2. Description of the Related Art FIG. 49 shows an example of a conventional frame construction method planning system, which includes design conditions such as structure, scale and span.
Enter floor height, finish, load capacity, beam layout, member cross section,
In addition, as the construction conditions, enter the division status of the work section, whether or not to convert to PC, whether or not the supporting work can be stored, and also the lifting model and unit price information. In the processing system, the applicability of construction conditions and design conditions In addition to evaluating the mechanical examination, cost evaluation of construction method design, work plan, unit price, temporary construction / construction period, etc., finally output construction method comparison list, construction method contents / construction cost.

[0003]

However, in the conventional structure construction method planning system, it is necessary to collectively input knowledge of both the design plan and the construction plan as data in setting the simulation conditions, and specialized in data input. There is a problem that it takes a lot of time and knowledge. In addition, when adding a new planning method or construction / construction method, it is necessary to modify each part of the program, and there is a problem of lack of expandability. Furthermore, it is not possible to evaluate multiple planning plans at the same time. I have a problem.

The present invention is intended to solve the above problems. By modeling design information and construction information, it is possible to compare plan simulations and plan plans reflecting various condition settings in a short time. The purpose is to provide a structure construction planning system that can be used.

[0005]

To this end, the skeleton construction method planning system of the present invention has a physical structure of members relating to the floor,
The method of combining and joining is the floor construction method, the floor construction method,
When the procedure is the floor construction method, and the combination of the floor construction method and the floor construction method is the floor construction method, a means for selecting all floor construction methods applicable to the floor construction method that is the attribute of the target floor construction model, Means for setting a floor construction method planning model by the attribute of the target floor construction method model and user input; and means for selecting a floor construction method satisfying the conditions of the created floor construction planning model from the selected floor construction method , Means for setting a floor construction method model by user input, means for selecting a floor construction method satisfying the conditions of the created floor construction plan model from the selected floor construction method, said floor construction method model and floor construction method plan A means to set the floor construction method plan by combining the models, a means to determine the specifications of the floor and beam for each selected floor construction method, and a means to calculate the cost for each selected floor construction method. Equipped with And wherein the door.

[0006]

In the present invention, the planning object related to the floor construction method design is described as the floor construction method model, and the planning object related to the construction plan is described as the floor construction method model. It is structured as a knowledge planning model and systematized by applying an object-oriented paradigm. Both the structure / construction method model and the structure / construction method planning model used in the planning process are objects,
Information is exchanged through links between objects, and detailed plans are developed hierarchically.

[0007]

Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows 1 of a structure construction method planning system of the present invention.
FIG. 3 is a configuration diagram illustrating an overall system flow and each function according to an embodiment. First, through the initial screen, management / selection of project information is executed. Here, basic information, design information,
When the plan result information is sequentially selected, changed, and modified, the construction method outline plan is set. This construction method outline plan can be sequentially input, modified, and changed on each function screen of floor construction method selection, construction period calculation, pile construction method selection, frame construction method selection, crane selection, and project information display on the construction method planning menu screen. I will make the best plan.

FIG. 2 shows a management / selection screen for the basic information, in which project information, a construction method outline plan, a construction method basic plan, and a construction method detailed plan are selected. If you select project information, you can call the menu screen for basic information, design information, and plan result information. When you call up the construction method overview plan, you can call up the menu screen for the overall construction method plan, calendar setting, and index setting. When you call the construction method basic plan, you can call the menu screen for construction method selection, process planning, and temporary design drawings. When you call up the detailed construction method plan, you can call up the menu screen for floor construction method selection.

FIG. 3 shows a display screen of basic information of the project information shown in FIG. 2, and FIG. 4 shows its input screen. On this screen, construction name, construction site, orderer, designer, builder, application, construction date, completion date, site, road width, environmental condition, construction condition, site condition, middle class ground type Input the rock type of the support layer, ground of the support layer, groundwater data, etc. (black circles in FIG. 4), and the data will be displayed on the screen of FIG.

FIG. 5 shows a screen for managing and selecting design information and plan result information from the project information shown in FIG. Creation, new registration of plan result information, display and deletion thereof, creation of new plan result information based on existing plan result information, and selection of plan result information are performed.

FIG. 6 shows an input screen for the design information selected on the screen shown in FIG. 5. The total floor area, the underground found area, the number of tower floors, the load capacity, the number of spans, the maximum span length used, the presence or absence of curtain walls, and the driving Type, floor, length, position, height,
Enter the standard floor height, standard floor area, etc. FIG. 7 shows a display screen of the design information input on the screen of FIG. 6, in which a perspective view and a plan view of the building are displayed in addition to the various data.
When the design information is modified, the screen returns to the screen shown in FIG.

FIG. 8 shows an input screen for the overall construction method plan in the construction method outline plan shown in FIG. 2, in which applicable construction methods are displayed as options from the input basic information and design information. The information input and selected as described above is displayed as the planning result information shown in FIG. 9 by clicking the planning result information on the screen of FIG. The plan result information includes construction method outline plan information, frame construction method information, pile construction method information, underground construction information, calendar information, and crane information. For this plan result information that has not been entered, it is possible to call the input screen and enter it, or to correct the already entered information.

FIG. 10 shows the construction method outline planning menu screen of FIG. 1, in which the execution of the entire construction method planning function, the setting of calendar information on how to handle Sundays and holidays, and the setting of index data relating to the construction period and labor. 11 is the same as FIG.
The screen showing the data related to the whole construction method selected on the screen and the selection result is shown, and the plan data is displayed based on the selected whole construction method plan. When the construction method name is selected in FIG. 11, detailed information on the entire construction method shown in FIG. 12 is displayed. FIG. 13 shows a screen for explaining the index data set on the screen of FIG. 10, in which a plan value and a target value for the work period reduction rate, the construction period reduction rate, the body labor labor reduction rate, and the industrialization rate are displayed. .

FIG. 14 shows the construction method planning menu screen of FIG. 1, in which basic information, design information and planning result information can be displayed, and project information is displayed, the construction period calculation function is executed, and the structure construction method is displayed. , Pile construction method, Floor construction method, Crane selection function can be selected.

FIG. 15 shows a display screen of the work period calculation function data selected on the screen of FIG. 14, in which the information necessary for the work period calculation is displayed. Here, the construction correction value information, the underground construction method,
When inputting / correcting PC (precast) construction information, clicking the word "data correction" displays the work period calculation data correction screen shown in FIG. When executing the work period calculation, clicking the character “work period calculation execution” displays the work period process screen shown in FIG. 17 so that the standard work period and the planned work period can be compared.

FIG. 18 shows the frame construction method selection screen shown in FIGS. 1 and 14, displaying the information necessary for the frame construction method selection and the selection result, and the detailed information is displayed and the frame construction method is selected from this screen. When inputting / correcting the frame structure information, click the word "Detail span length correction"
When the input screen shown in FIG. 19 is displayed and the plan view is displayed in order to confirm the input of the detailed span length, clicking the letters “plan view display” displays the screen shown in FIG. FIG. 21 is a screen showing detailed information on the frame construction method.

FIG. 22 shows a crane standard model selection screen of the crane selection (temporary design) function shown in FIGS. 1 and 14, and is a screen for displaying information necessary for crane selection and a crane planning standard model. Whether or not a model is selected is distinguished by "selected" and "unselected" to the right of the model name. FIG. 23 shows a screen for modifying the crane planning model selected on the screen of FIG. 22, showing a list of crane planning model information and a plan view of the crane planning model. In the figure, the installation position of the two cranes (marked with X) and the action range of the crane are displayed, and the movement of the crane position, the number of cranes, the maximum lifting load, etc. are corrected.

FIG. 24 shows a floor construction method plan management screen of the floor construction method selection function shown in FIGS. 1 and 14.
On this screen, create a new floor construction method plan, display the selection results of the floor construction method plan, delete the floor construction method plan,
Unit price information can be modified. In FIG. 24,
When the character "new" is clicked, the code input screen for the floor construction method plan shown in FIG. 25 is displayed. Further, when the character "change unit price" is clicked, the unit price information correction screen shown in FIG. 26 is displayed.

FIG. 27 is a screen for performing management selection of a floor construction method model and selection of a floor construction method model to be selected. When selecting the floor construction model, click the model name displayed on the model diagram of one span to select it. When creating a new floor construction model, click "Create Model".
Click the letter, select "Floor construction plan", and click the model name.

FIG. 28 shows a display screen of a floor construction method plan model selected on the screen of FIG. 27, FIG. 29 shows a floor construction method plan model registration screen, and FIG. 30 shows a floor construction method plan model registration screen. . FIG. 31 and FIG. 32 show display screens of the selection results of a plurality of floor construction methods, and the one with the lowest cost can be identified by color. FIG. 33 shows a screen for determining a floor construction method, in which the floor construction model name, applicable floor construction name, and cost are displayed.

Next, the details of the present invention will be described by taking a floor construction method as an example. In addition, in this system, "floor construction method",
The meaning of "floor construction method" and "floor construction method" is: floor construction method: physical composition, combination method, and joining method of members related to floor floor construction method: floor construction method, procedure floor construction method: combining floor construction method and floor construction method It is a thing.

FIG. 34 is a diagram showing the relationship and information between the models in the floor construction method plan. The floor construction method model consists of applicable frame construction method, applicable floor construction method, applicable span length, load condition, beam arrangement method, etc. This floor construction model includes beam / column / floor specifications, concrete strength, PC beam Attributes of
The floor construction method planning model is created by adding the structure of members such as attributes of PICOS construction method (construction method using PC board and post-cast concrete). On the other hand, a floor construction method planning model is created by setting temporary load, allowable deflection, number of days left, number of divisions of work area, crane model, number of supports at each construction stage, number of support layers, joining state, etc. And a floor construction method plan is created by the floor construction method planning model.

FIG. 35 shows that the floor construction method model has a hierarchical structure, FIGS. 36 to 38 show types of the floor construction method model and their attribute information, and FIG. 39 is applicable by classifying by the construction method Shows a simple floor construction model.

40 and 41 are diagrams showing the flow of processing for explaining the method of selecting the floor construction method according to the present invention. First, the user determines the span to be selected in step, and in step, all applicable floor construction methods are selected for the floor construction method that is the attribute of the target floor construction model. In the step, a floor construction method planning model is set according to the attribute of the floor construction method model and the user input. Note that a plurality of floor construction method planning models can be created for one floor construction method model. In the step, from the floor construction method selected in the step,
A floor construction method that meets the conditions of the created floor construction plan model is selected. In step, a floor construction method planning model is set by user input. In the floor construction method planning model, a plurality of models can be created for one floor construction method planning model.
In the step, a floor construction method satisfying the conditions of the created floor construction method planning model is selected from the floor construction methods selected in the step. In step, the floor construction method plan is set by combining the floor construction method planning model and the floor construction method planning model. In the floor construction method plan, all combinations of the floor construction method planning model and the floor construction method planning model can be set. Then, the floor and beam specifications are determined for each selected floor construction method. In step, the cost is calculated for each floor construction method selected in step. And, from each floor construction method selected in step in step, step,
One floor construction method will be set up by referring to the examination results.

Next, variables and methods (procedures) will be described for each class object. FIG. 42 is an object block diagram of a floor construction method plan. The floor construction method plan is intended to manage the entire floor selection information module and hold the attributes of various floor planning models targeted. The outline of the procedure is as follows.

Object linking: The objects in the floor plan information module are linked and the attributes of the linked objects are acquired. As a result, a large amount of complicated floor plan information frames can be clearly expressed, and a highly expandable object configuration can be realized.

Initial value setting: An appropriate initial value for various planning models is set with reference to project information, frame construction method information, and the like.

Floor construction method plan: The floor construction method selection function is activated by sending a message to the "floor construction method plan" / "floor construction method plan". Also, by sending a message to the “floor construction method plan” / “floor construction method plan”, the total cost of the members constituting one span is calculated.

FIG. 43 is an object block diagram of a floor construction plan. The purpose of the floor construction plan is to define the members that compose one span as an object and realize the model diagram display for each object. Also, the process for use is checked and the cost of one span is calculated from the cost obtained for each part forming one span. Then, the parts constituting the span are defined, and the members constituting one span to be selected as the instant object are defined. The outline of the procedure is as follows.

Plan view display: A model view (plan view) of one span is displayed. The class object sends a message to the instant object so that it is drawn on a member-by-member basis.

Total cost: The total cost calculated for each part constituting one span is calculated.

FIG. 44 is an object configuration diagram in the case of the floor construction method model 5 of FIG.

FIG. 45 shows an object block diagram of a floor construction method plan, which has attributes of construction information such as an allowable deflection value, the number of divisions of work sections, etc., and has a procedure for cost calculation for each cost calculation item and a check for each process.

FIG. 46 shows an object configuration diagram of the floor construction method. Selection according to application conditions of each floor construction method, examination of specifications, cost calculation, and registration of the result as an attribute value of a class object. The outline of the procedure is as follows.

Execution of selection according to the applicable conditions: From the floor construction methods registered in “Applicable floor construction methods” which is an attribute of “floor plan management”, those that satisfy the application conditions of each floor construction method are selected. .

Specification determination: The floor specifications are determined for each floor construction method.

Cost calculation: The cost of the floor for each floor construction method is calculated.

FIG. 47 is a diagram showing an object structure of a beam, which is selected according to the application conditions of each beam, the specification is examined (crack check), the cost is calculated, and the result is registered as an attribute value of the class object. . The outline of the procedure is as follows.

Specification determination (crack check): When the beam is a PC, the PC beam is checked for cracks. If the result is NG here, the PC beam is not applicable.

Cost calculation: The cost for each beam is calculated.

FIG. 48 shows an object configuration diagram of floor unit cost, and has unit price data of information necessary for floor cost calculation.

[0042]

As is apparent from the above description, according to the present invention, the structure construction method plan can be hierarchically developed in outline, basic, and detail together with the process plan and the tentative design image. The planning accuracy can be improved. In addition, by modeling the design information and the construction information, it is possible to compare the plan simulation and the plan proposal reflecting various condition settings in a short time. Furthermore, when a new planning method or construction / construction method is added, the system can be easily expanded and system development can be made more efficient.

[Brief description of drawings]

FIG. 1 is a configuration diagram showing an embodiment of a skeleton construction method planning system of the present invention and showing a flow and respective functions of the entire system.

FIG. 2 is a diagram showing a basic information management / selection screen of FIG.

3 is a diagram showing a display screen of basic information of the project information of FIG.

FIG. 4 is a diagram showing a basic information input screen of FIG. 3;

5 is a diagram showing a screen for management selection of design information and plan result information in the project information of FIG. 2;

6 is a diagram showing a design information input screen selected on the screen of FIG. 5;

FIG. 7 is a diagram showing a display screen of design information input on the screen of FIG. 6;

FIG. 8 is a diagram showing an input screen for an overall construction method plan of the construction method outline plan of FIG. 2;

9 is a diagram showing a display screen of the planning result information selected on the screen of FIG.

FIG. 10 is a diagram showing a construction method outline plan menu screen of FIG. 1;

11 is a diagram showing a screen displaying data related to the overall construction method plan selected on the screen of FIG. 10 and a selection result.

FIG. 12 is a view showing a display screen of detailed information of the entire construction method selected on the screen of FIG. 11.

13 is a diagram showing an explanation screen of index data set on the screen of FIG.

FIG. 14 is a diagram showing a construction method planning menu screen of FIG. 1.

FIG. 15 is a diagram showing a display screen of work period calculation function data selected on the screen of FIG. 14;

16 is a diagram showing a work period calculation data correction screen selected on the screen of FIG.

17 is a diagram showing a construction process screen selected on the screen of FIG.

FIG. 18 is a diagram showing a frame construction method selection screen shown in FIGS. 1 and 14;

FIG. 19 is a diagram showing a detailed span length correction screen selected on the screen of FIG. 18;

20 is a diagram showing a screen for confirming the input of the detailed span length corrected on the screen of FIG.

FIG. 21 is a screen showing detailed information on a frame construction method.

FIG. 22 is a diagram showing a crane standard model selection screen of the crane selection function shown in FIGS. 1 and 14;

23 is a diagram showing a screen for modifying the crane planning model selected on the screen of FIG. 22. FIG.

FIG. 24 is a diagram showing a floor construction method plan management screen of the floor construction method selection function shown in FIGS. 1 and 14;

25 is a diagram showing a code input screen of the floor construction method plan selected on the screen of FIG. 24.

FIG. 26 is a view showing a unit price information correction screen selected on the screen of FIG. 24.

FIG. 27 is a diagram showing a screen for performing management selection of a floor construction method model and selection of a floor construction method model to be selected.

28 is a diagram showing a display screen of a floor construction method planning model selected on the screen of FIG. 27. FIG.

29 is a diagram showing a registration screen of a floor construction plan model selected on the screen of FIG. 27.

FIG. 30 is a view showing a registration screen of a floor construction method planning model selected on the screen of FIG. 27.

FIG. 31 is a diagram showing a display screen of selection results of a plurality of floor construction methods.

FIG. 32 is a view showing a display screen of selection results of a plurality of floor construction methods.

FIG. 33 is a diagram showing a screen for determining a floor construction method.

FIG. 34 is a diagram showing relationships and information between models in the floor construction method plan of the present invention.

FIG. 35 is a diagram showing the structure of the floor construction model of FIG. 34.

FIG. 36 is a diagram showing the types of floor construction model of FIG. 35 and their attribute information.

FIG. 37 is a diagram showing types of floor construction models of FIG. 35 and their attribute information.

FIG. 38 is a diagram showing types of floor construction model of FIG. 35 and attribute information thereof.

[Fig. 39] Fig. 39 is a diagram illustrating applicable floor construction method models classified according to a frame construction method.

FIG. 40 is a diagram showing a flow of processing for explaining a method for selecting a floor construction method according to the present invention.

41 is a diagram showing the flow of processes following FIG. 40. FIG.

FIG. 42 is an object configuration diagram of a floor construction method plan.

FIG. 43 is an object block diagram of a floor construction plan.

FIG. 44 is an object configuration diagram in the case of the floor construction method model 5 of FIG. 36.

FIG. 45 is an object configuration diagram of a floor construction method plan.

FIG. 46 is an object configuration diagram of the floor construction method.

FIG. 47 is an object block diagram of a beam.

[Fig. 48] Fig. 48 is an object configuration diagram of a floor unit cost.

FIG. 49 is a diagram for explaining a conventional structure construction method planning system.

Claims (1)

[Claims] 1. A floor construction method is used as a physical configuration, a combination method, and a joining method of members related to a floor, a floor construction method and procedure are a floor construction method, and a combination of the floor construction method and the floor construction method is a floor construction method. , A method for selecting all floor construction methods applicable to the floor construction method which is an attribute of the target floor construction model, and a means for setting a floor construction plan model by the attributes of the target floor construction model and user input From the selected floor construction method, means for selecting a floor construction method that meets the conditions of the created floor construction plan model, means for setting a floor construction plan model by user input, and the selected floor construction method, A means for selecting a floor construction method that satisfies the conditions of the created floor construction method model, a means for setting a floor construction method plan by combining the floor construction method planning model and the floor construction method planning model, and for each selected floor construction method To , Means for determining a small beam specifications,
A skeleton construction method planning system comprising means for calculating the cost for each selected floor construction method.