Disclosure of Invention
The invention aims to solve the technical problem of overcoming the defects of the prior art and providing a method for calculating the shape and the volume of the earthwork excavation slope based on the BIM technology, which can find problems in the process of simulating the excavation of a foundation pit based on the BIM, timely adjust the range and the shape of the excavation slope and acquire more appropriate relevant data for construction, so that the construction can be rapidly and accurately carried out, and the accuracy and the efficiency of calculating the volume of the complicated-shaped or layered excavation foundation pit can be improved.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: the method for calculating the shape and the earth volume of the earth excavation side slope based on the BIM technology comprises the following operation steps:
(1) Based on a construction drawing, carrying out layer classification on excavation surfaces with different areas/layering depths on a CAD (computer-aided design), recording depth information, and forming a CAD excavation line file;
(2) Guiding the CAD excavation line file into a BIM system, roughly simulating excavation construction and unearthed lines, and if regional excavation calculation is carried out, processing the excavation range line of the foundation pit at the adjacent or overlapped part; if the excavation is layered, performing overlapping area side line integration treatment layer by layer from the bottommost layer; optimizing the excavation sideline with the depth information to form a BIM excavation sideline information file;
(3) Carrying out preliminary foundation pit modeling on the BIM excavation line file, simulating excavation construction and unearthing routes again, locally adjusting a slope coefficient, carrying out three-dimensional layering on the excavation foundation pits according to the slope coefficient, and establishing three-dimensional models of a plurality of excavation surfaces and a plurality of construction interface layers to form a BIM side slope model file;
(4) Releasing each region/layer of side slope by using a BIM modeling technology, integrating the side slopes which are mutually covered again in the process, and simulating the range change of the side slope of the foundation pit and the layered excavation construction; adjusting the side slope position of the partitioned/layered excavation construction interface to obtain the optimal slope surface jointed with the complex excavation plane, and forming a BIM side slope optimization file;
(5) Establishing an earthwork materialization model according to the optimized side slope by using a BIM modeling technology;
(6) The map layer information is arranged in a partitioned mode/layered mode, the model volume of each region/layer is the actual earthwork excavation volume, and the model volume is used as a construction scheme compiling basis;
(7) And (5) carrying out slope-releasing excavation according to the construction scheme and the construction drawing obtained in the step (6).
Further, in the step (6), the area of each region and the overexcavation portion are intuitively grasped by performing area layering projection on the model of each region/layer.
Further, the method carries out three-dimensional modeling on the shape of the foundation pit in the earth excavation process, and carries out dynamic simulation on the three-dimensional model used in the earth layered excavation process based on the BIM.
Furthermore, the method is suitable for the integration of the slopes of the complex foundation pits.
The invention has the following advantages: the invention aims to provide an earthwork calculation method based on BIM, which carries out three-dimensional modeling on the shape of a foundation pit in the earthwork excavation process, carries out dynamic simulation on three-dimensional models for the earthwork layered excavation process based on BIM, and provides data support for construction by continuously adjusting the side slope position, the earthwork quantity relation and the like of the three-dimensional models of the excavated foundation pit, so that the construction meets the requirement, no great difference exists in technical effect, and the construction requirement is met.
The invention can find problems in the process of simulating foundation pit excavation based on BIM, adjust the range and the shape of the excavated side slope in time, and acquire more appropriate relevant data for construction, so that the construction can be carried out quickly and accurately. The method comprises the steps of applying three-dimensional modeling and analyzing the shape of the side slope and the earth volume based on BIM software, belongs to the application of computer technology, and can improve the accuracy and efficiency of calculating the volume of complex-shaped or layered excavation foundation pits.
Detailed Description
The present invention will be described in further detail with reference to examples.
According to the project of field investigation result display in the early stage, the pollutant range side line of each layer is complex, the projection side lines are staggered, and the slope placing range and the layered earth volume of each layer are conveniently counted by using the BIM-based earth excavation side slope shape and earth volume calculation method.
The method for calculating the layered earth volume is described in parts:
the method comprises the following steps: dividing each layer of field boundary into drawing layers on the CAD drawing (figure 1);
step two: performing sideline processing layer by layer from the bottommost layer, and performing three-dimensional layering (fig. 2);
step three: releasing each layer of side slope by using a BIM modeling technology according to the processed line, and integrating the mutually covered side slopes again in the process to ensure that the shallow excavation range is larger than the deep excavation range (figure 3);
step four: establishing an earthwork materialized model according to the side slope by using a BIM modeling tool (figure 4);
step five: layer information is arranged in layers, and the model volume of each layer is the actual earthwork excavation volume (figure 5);
step six: making a layered projection (green part) of the area of the polluted soil on each layer, and visually grasping the polluted area and the overexcavation part of each layer (figure 6);
step seven: list earth volume calculation table
Soil layer
|
Area of pollution (, square meter)
|
Contaminated earthwork (m)
|
Excavation earthwork (m)
|
Super-excavated earthwork (m)
|
0.0-0.5
|
2663.3609
|
1331.68045
|
3899.6156
|
2567.93515
|
0.5-1.0
|
6839.9776
|
3419.9888
|
3813.3679
|
393.3791
|
1.0-1.5
|
6475.1122
|
3237.5561
|
3404.9675
|
167.4114
|
1.5-2.0
|
3920.0967
|
1960.04835
|
2133.1797
|
173.13135
|
2.0-2.5
|
2982.6943
|
1491.34715
|
1635.2316
|
143.88445
|
2.5-3.0
|
2518.4317
|
1259.21585
|
1349.3176
|
90.10175
|
3.0-3.5
|
1006.6888
|
503.3444
|
532.6185
|
29.2741
|
3.5-4.0
|
646.9221
|
323.46105
|
333.2603
|
9.79925
|
Is totaled
|
|
13526.64215
|
17101.5587
|
3574.91655 |
Although the invention has been described in detail hereinabove with respect to a general description and specific embodiments thereof, it will be apparent to those skilled in the art that modifications or improvements may be made thereto based on the invention. Accordingly, it is intended that all such modifications and alterations be included within the scope of this invention as defined in the appended claims.