CN106446349B - A kind of calculation method of the earthwork original place amortization based on revit software - Google Patents
A kind of calculation method of the earthwork original place amortization based on revit software Download PDFInfo
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- CN106446349B CN106446349B CN201610787997.9A CN201610787997A CN106446349B CN 106446349 B CN106446349 B CN 106446349B CN 201610787997 A CN201610787997 A CN 201610787997A CN 106446349 B CN106446349 B CN 106446349B
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Abstract
The calculation method for the earthwork original place amortization based on revit software that the invention discloses a kind of establishes initial land form model and design relief model by construction site initial land form CAD cross-sectional view, design landform CAD cross-sectional view and revit software.Earthwork excavated volume is calculated by two model volume differences, then landform fine tuning is carried out using the non-construction area to design landform, to achieve the purpose that earthwork balance and amortize on the spot.Whole process can be completed only in software, have preferable Three-dimensional visualizations by the model that software is established, can intuitively check the reasonability of earthwork balance and the new landform formed after amortization on the spot, this method is applicable in various types of topographic features, without limitations.Model the etc. in addition, relief model established can be also used for establishing Ground arrangement model, square is mated formation model, template is led the way, it is applied widely.
Description
Technical field
It is amortized the present invention relates to construction project management technology more particularly to a kind of earthwork original place based on revit software
Calculation method.
Background technique
Construction site earth excavation and backfill amount are efficiently calculated, creation is reasonable new on the basis of the earthwork zero is transported outward
Landform is to speed up duration, save the cost, the good solution for avoiding spoir place difficulty from looking for.The earthwork of construction site is opened at present
It digs, backfill amount is all manually to carry out "ball-park" estimate using original site elevation and designed elevation.More accurately calculation method
It is the contour using software collection initial land form, dividing field zones is carried out to initial land form, arrangement grid calculates again；Or
According to engineering experience and specification etc., reasonable side slope is selected than, the earthwork characteristic parameter in determination unit region etc., is constructed corresponding
Computation model determines desired technical parameter and then optimizes calculating using software.These methods, respectively there is superiority and inferiority.Manually
Rough calculation, data have the property of can refer to, but result and unreliable, also labor intensive；It is accurate to calculate, although as a result reliable,
But the inevitable very complicated of calculation method, operability is not strong, does not also have visuality.This method is easy to operate, and principle is understandable,
As a result reliable, calculate efficiently and have visuality, can require to optimize change according to site environment at any time, application compared with
Height is worthy to be popularized.
Summary of the invention
The technical problem to be solved in the present invention is that for the defects in the prior art, providing a kind of based on revit software
The earthwork original place amortization calculation method.
The technical solution adopted by the present invention to solve the technical problems is: a kind of earthwork original place booth based on revit software
The calculation method of pin, comprising the following steps:
1) it is reconnoitred according to in-site measurement, draws the initial land form Cross Section CAD figure for obtaining construction site；It is specific as follows: to look into
It sees design drawing, finds out within the scope of construction red line, excavate innermost absolute altitude；According to required precision, along longitudinal direction to construction area
It is divided, draws an initial land form Cross Section CAD figure every 5m to 10m, draw the initial land form for obtaining construction site
Cross Section CAD figure；
2) initial land form Cross Section CAD figure is divided into single cross-sectional view, it is newly-built adaptive public by revit software
Each CAD cross-sectional view is successively imported revit software by conventional model processed；The list that initial land form Cross Section CAD figure is divided into
A cross-sectional view is regular figure；
3) cross-sectional outling is drawn according to CAD base map with model line, and saves as cross-sectional outling race；
4) metric system scale of construction race is created inside revit, ready-made profile race is loaded into the scale of construction, creates shape, is obtained former
The model of beginning landform obtains the volume of initial land form；
5) the Cross Section CAD figure for designing landform is imported into revit software, establishes corresponding design relief model, obtains and set
Count the volume of landform；
6) it by initial land form bulking value and design landform bulking value, directly calculates initial land form and designs the body of landform
Product moment obtains extra earth volume；
7) the region landform area of pictural surface is amortized by extra earth volume and the earthwork on the spot, the landform after calculating amortization is high
Journey.
The beneficial effect comprise that:
The calculation method of earthwork original place amortization of the present invention is solved looks in spoir place difficulty, and haul distance is too far, and construction period is tight
It is how simple, quick under equal restrictive conditions, accurately calculate construction site earthwork excavated volume and backfill amount and establish new landform, examine
Test the rational problem of newly-built landform.This method principle is simple, and required manpower and material resources are smaller, can effectively save the time, mention
High computational accuracy has preferable Three-dimensional visualizations for the new landform of foundation.This method is also applied for earthwork balance, optimization place
In landform, optimization field the problems such as transportation route, it is suitable for each intermediate item.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is the method flow diagram of the embodiment of the present invention；
Fig. 2 is the initial land form schematic cross-sectional view of the embodiment of the present invention；
Fig. 3 is treated initial land form schematic cross-sectional view of the embodiment of the present invention.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, is not used to limit
The fixed present invention.
As shown in Figure 1, a kind of calculation method of the earthwork original place amortization based on revit software, comprising the following steps:
1) it is reconnoitred according to in-site measurement, draws the initial land form Cross Section CAD figure for obtaining construction site, as shown in Figure 2；Tool
Body is as follows: checking design drawing, finds out within the scope of construction red line, excavate innermost absolute altitude h, since place bottom absolute altitude is infinite
It is small, for convenience of calculating and result data, it is assumed that place bottom absolute altitude is (h-5)；According to required precision, along longitudinal direction to construction area
It is divided, draws an initial land form Cross Section CAD figure every 5m to 10m, draw the initial land form for obtaining construction site
Cross Section CAD figure；As shown in Figure 3；
2) initial land form Cross Section CAD figure is divided into single cross-sectional view, it is newly-built adaptive public by revit software
Each CAD cross-sectional view is successively imported revit software by conventional model processed；Initial land form Cross Section CAD figure is divided into individually
Cross-sectional view be regular figure (Si1To Sim)；As shown in Figure 3；
3) to each CAD cross-sectional view for importing revit software in step 2), cross is drawn according to CAD base map with model line
Profiled outline, and save as cross-sectional outling race；
4) metric system scale of construction race is created inside revit, ready-made profile race is loaded into the scale of construction, creates shape, is obtained former
The model of beginning landform obtains the volume of initial land form；Using integral principle, each cross-sectional outling race is respectively influenced longitudinal
Integral in range, final result is cumulative, can be obtained the volume of entire relief model；
5) the Cross Section CAD figure for designing landform is imported into revit software, establishes corresponding design relief model, obtains and set
Count the volume of landform；
6) it by initial land form bulking value and design landform bulking value, directly calculates initial land form and designs the body of landform
Product moment obtains extra earth volume；
7) the region landform area of pictural surface is amortized by extra earth volume and the earthwork on the spot, the landform after calculating amortization is high
Journey.
Pass through formula V=S*H=VIt is former-VIf, the height H for non-construction area backfill that you can get it, wherein S is the earthwork with regard to stall with goods spread out on the ground for sale
The area in which the goods are in great demand domain landform area of pictural surface.
The calculation method of earthwork original place amortization based on revit software of the invention, passes through construction site initial land form CAD
Cross-sectional view, design landform CAD cross-sectional view and revit software establish initial land form model and design relief model.By two
A model volume differences calculate earthwork excavated volume, then landform fine tuning are carried out using the non-construction area to design landform, to reach
The purpose amortized to earthwork balance and on the spot.Whole process can be completed only in software, by software establish model have compared with
Good Three-dimensional visualizations can intuitively check the reasonability of earthwork balance and the new landform formed after amortization on the spot, the party
Method is applicable in various types of topographic features, without limitations.In addition, the relief model established can be also used for establishing Ground arrangement mould
Mat formation model, template of type, square is led the way model etc., applied widely.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (1)
1. a kind of calculation method of the earthwork original place amortization based on revit software, which comprises the following steps:
1) it is reconnoitred according to in-site measurement, draws the initial land form Cross Section CAD figure for obtaining construction site；It is specific as follows: to check and set
Drawing is counted, finds out within the scope of construction red line, excavates innermost absolute altitude；According to required precision, construction area is carried out along longitudinal direction
It divides, draws an initial land form Cross Section CAD figure every 5m to 10m, the initial land form for drawing acquisition construction site is cross-section
Face CAD diagram；
2) initial land form Cross Section CAD figure is divided into single cross-sectional view, it is normal to create adaptive metric system by revit software
Each CAD cross-sectional view is successively imported revit software by scale；The list that initial land form Cross Section CAD figure is divided into
A cross-sectional view is regular figure；
3) cross-sectional outling is drawn according to CAD base map with model line, and saves as cross-sectional outling race；
4) metric system scale of construction race is created inside revit, ready-made profile race is loaded into scale of construction race, creates shape, is obtained original
The model of landform obtains the volume of initial land form；
5) the Cross Section CAD figure for designing landform is imported into revit software, establishes corresponding design relief model, obtain design ground
The volume of shape；
6) it by initial land form bulking value and design landform bulking value, directly calculates initial land form and designs the volume of landform
Difference obtains extra earth volume；
7) the region landform area of pictural surface is amortized by extra earth volume and the earthwork on the spot, the landform altitude after calculating amortization.
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| CN107679337A (en) * | 2017-10-20 | 2018-02-09 | 浙江煤炭测绘院 | A kind of method that irregular earthwork calculates in engineering survey |
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| CN108121853B (en) * | 2017-11-29 | 2021-03-26 | 吴先富 | System and method for calculating excavation and filling engineering quantity based on AutoCAD |
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| CN110119596B (en) * | 2019-07-05 | 2019-11-05 | 广州优比建筑咨询有限公司 | A kind of place editing system based on Revit |
| CN111765867A (en) * | 2020-06-12 | 2020-10-13 | 中国二十冶集团有限公司 | Road effective earth volume calculation method based on oblique photography technology |
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