Earthwork quantity calculation softwareThere are several kinds of earthwork quantity calculation sof

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There are many kinds of software for calculating earthwork quantities, among which the more commonly used ones are the following:1 autocad：

AutoCAD is a commonly used drawing software that calculates earthwork quantities by drawing topographic maps. 2. civil 3d：

Civil 3D is a professional civil engineering software that can calculate earthwork quantities by means of digital topographic maps. Grinding branches 3 trimble business center：

Trimble Business Center is a civil engineering software that calculates earthwork quantities by entering terrain data. 4. land desktop：

Land Desktop is an AutoCAD-based civil engineering software that calculates earthwork quantities by drawing topographic maps. 5. surfer：

Surfer is a mapping software that calculates earthwork by inputting terrain data. These software can be selected according to different needs and usage habits, but it should be noted that the use of these clearing software requires certain civil engineering knowledge and operation skills.

Quantity calculation rules.

1. Leveling the site: calculated according to the size shown in the design drawing, the area of the first floor of the building.

2. Excavation: calculated by volume according to the size shown in the design drawing. Mechanical excavation of earth and stone is no longer calculated for manual digging of dead ends, and the slope of the working face has been integrated into the quota project.

3. Excavation of foundation earthwork: according to the size shown in the design drawing, the bottom area of the foundation cushion is multiplied by the excavation depth.

4. Excavation of silt and quicksand: calculated by volume according to the location and boundary shown in the design drawing.

5. Pre-cracking blasting: calculated by the total length of the borehole according to the design drawing.

6. Stone excavation: calculated by volume according to the size shown in the design drawing.

7. Earthwork backfill: calculated by volume according to the size shown in the design drawing. Site backfilling:

The backfill area is multiplied by the average backfill thickness; Indoor backfill: multiply the net area between the main walls by the thickness of the backfill; Foundation backfill: subtract the volume of the foundation (including cushion and other structures) buried below the design outdoor floor by the cut volume.

8. Off-site transportation of earthwork: calculated according to the actual volume and distance.

9. The manual digging pile is calculated by multiplying the cross-sectional area of the excavation hole by the digging depth of "m3".

The above answer is good, and that's exactly why I won't repeat it.

As with the grid square calculation, the area * average height difference.

Excavation earthwork calculation method (1), list rule: Calculate the bottom area of the excavation earthwork: method.

1. Use the floor area of the ground floor + the area from the outer skin of the outer wall to the outer skin of the cushion. Calculation of the area from the outer edge of the exterior wall to the outer edge of the cushion (calculated according to the outer edge of the exterior wall and the outer edge of the outer edge of the outer wall in the outer shape of the outer shape in blocks, or according to the "centerline of the outer edge of the outer shape, the length of the outer edge". Method.

2. Calculate the area of the outer edge of the cushion in blocks (calculate the construction area in the same block). Calculate the volume of the excavation: The volume of the earthwork The bottom area of the excavation * the depth of the excavation.

2) Quota rule: Use the table volume formula to calculate the upper and lower bottom area of the excavation. v = 1 6 h (S + 4 S + S down) to calculate the earthwork volume (where S is the upper bottom area, S is the middle section area, and S is the lower bottom area).

As shown in the figure below: the floor area of the bottom layer under S + the area from the outer skin of the outer wall to the bottom edge of the excavation (including the working face, drainage ditch, grading, etc.). Use the same method to calculate S and S 3, the difficulty of excavation calculation, calculate the area of the upper, middle and lower bottom of the excavation when you need to calculate the center line of the "respective edge line to the outer edge line of the outer wall drawing" part, and the center line is more troublesome to calculate (with leveling the site).

The middle cross-sectional area is not easy to calculate. The overlapping place is not easy to deal with (the same as the level site). If there are inconsistencies in some edge grading factors, it is difficult to deal with.

4. The relationship between large excavation and foundation trench excavation and foundation pit excavation The width of the bottom of the groove is less than 3m and the length is three times the width or the area of the bottom of the groove is less than 20m2 for the trench, and the rest is for excavation.