Urgently need a civil construction organization, and urgently need a building construction organizat

The construction organization design should first calculate the engineering quantity, consider the construction plan, select the construction machinery and tools, and determine the approximate number of people according to the engineering quantity. Then draw the construction schedule and adjust it continuously until the conditions of reasonable construction period and minimum cost are met. Finally, after the failure of the preparation is determined, the calculation of the material use plan, the personnel and staff species entry plan, and the safety tremor measures are broken.

I have a lot of construction organization designs and plans.

You add me to buckle 48293972

Hey, that's too much.

1. I don't know.

2. The first empty feels like using a node to indicate the work code and duration, and I don't know what to do later.

3. Free time difference refers to the maneuver time of the work without affecting the earliest start time of the work.

4. I don't know how to fill in, but the definition of total time difference is the maneuver time of the work without affecting the total construction period or the latest start time of the subsequent work.

5. The first empty should be the end node, and the others are unknown. The total time difference should be calculated from the end node of the network diagram against the arrow line to the start node.

6. It should be the time interval from the earliest end time of work i to the earliest start time of work j immediately after it.

7. The first null is probably a logical relationship, because the arrow line of the single-code network diagram only represents the logical relationship, not the duration. I don't know anything else.

Ignorance. Below in parentheses.

1. It should be a single-code network diagram and a double-code network diagram, because there are only these two network diagrams.

2. Could it be a node, a defeat or an arrow line and duration? I can't eat accurately.

3. Logical relationship and node.

4. The first two are empty. The last two nulls should be the earliest start time for work that starts with that node and the latest time for finishing the work with that node.

5. The line composed of the work with the smallest total time difference. I'm not sure about it. As for the number of days that affect the total construction period, as long as the total time difference is subtracted by the number of days delayed, if it is positive, it will not affect the total construction period, if it is negative, the negative number is a few days.

6. As above, it refers to the earliest start time of work I without affecting the immediate work J. TF is the maneuver time that does not affect the latest start time of J work or the total duration of work I. FF is the free time difference and TF is the total time difference.

7. Did you make a mistake? ff is free jet lag group fight, and the definition can be seen in front.

8. Look ahead.

9. It should be the earliest start time and the earliest completion time of each work in the direction of the arrow line, and the latest completion time, the latest start time, free time difference, and total time difference of the work should be calculated in the direction of the arrow line.

10. The end node starts the calculation of the reverse arrow line, and the latest completion time is calculated until the start node.

11. I don't know.

12. Forgot. I really can't remember.

13. I don't know.

14. Optimization of construction period, cost and resources.

15. I don't know.

1。The drawing is simple, easy to check and modify, the image is not intuitive enough, and there are many vertical and horizontal crossings of arrow lines.

How to leave an email address for you.

I can complete the construction organization design.

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It's too long to send to you!!

I'm sorry, but my side is all framed.

Is your QQ email address correct, sent a copy, I don't know if you received it?