MindMap Gallery Project Progress Control (Chapter 3 of First Construction Management)
Regarding the mind map of project progress control (Chapter 3 of First Construction Management), I hope this mind map will be helpful to you.
Edited at 2023-06-05 14:32:23El cáncer de pulmón es un tumor maligno que se origina en la mucosa bronquial o las glándulas de los pulmones. Es uno de los tumores malignos con mayor morbilidad y mortalidad y mayor amenaza para la salud y la vida humana.
La diabetes es una enfermedad crónica con hiperglucemia como signo principal. Es causada principalmente por una disminución en la secreción de insulina causada por una disfunción de las células de los islotes pancreáticos, o porque el cuerpo es insensible a la acción de la insulina (es decir, resistencia a la insulina), o ambas cosas. la glucosa en la sangre es ineficaz para ser utilizada y almacenada.
El sistema digestivo es uno de los nueve sistemas principales del cuerpo humano y es el principal responsable de la ingesta, digestión, absorción y excreción de los alimentos. Consta de dos partes principales: el tracto digestivo y las glándulas digestivas.
El cáncer de pulmón es un tumor maligno que se origina en la mucosa bronquial o las glándulas de los pulmones. Es uno de los tumores malignos con mayor morbilidad y mortalidad y mayor amenaza para la salud y la vida humana.
La diabetes es una enfermedad crónica con hiperglucemia como signo principal. Es causada principalmente por una disminución en la secreción de insulina causada por una disfunción de las células de los islotes pancreáticos, o porque el cuerpo es insensible a la acción de la insulina (es decir, resistencia a la insulina), o ambas cosas. la glucosa en la sangre es ineficaz para ser utilizada y almacenada.
El sistema digestivo es uno de los nueve sistemas principales del cuerpo humano y es el principal responsable de la ingesta, digestión, absorción y excreción de los alimentos. Consta de dos partes principales: el tracto digestivo y las glándulas digestivas.
Project progress control
Project progress control and schedule planning system
The purpose of progress control
1. Each participant representing different interests has different goals and time ranges for progress control, and each has its own plan.
2. Progress control is a process of dynamic management
1. Analysis and demonstration of progress goals: The purpose is to demonstrate the rationality of the progress goals
2. Prepare progress plan
3. Follow-up, inspection and adjustment of the progress plan, regularly track the implementation of the plan, and adjust the progress plan as necessary
3. The purpose of progress control is to achieve progress goals through control
4. We must establish and adhere to the most basic project management principles to control the progress of the project while ensuring quality.
Project progress control tasks
1. Owner: Control the progress of the entire project implementation phase. Control design preparation, design, construction, procurement, and work plans before use
2. Designer: Control the progress of the design work according to the requirements of the design task entrustment contract for the progress of the design work. Internationally, the design progress is mainly the drawing plan of each stage, and the design progress is coordinated with the progress of bidding, construction, material procurement, etc.
3. Construction party: Control the construction progress according to the construction progress requirements of the construction task entrustment contract
4. Supplier: Control the supply progress according to the supply requirements of the supply contract
Establishment of project schedule planning system The schedule planning system is a process that is gradually formed and is the basis for schedule control.
Classification
1. different depths
1. overall progress plan
2. Project subsystem schedule planning
3. Single project schedule in project subsystem
2. different functions
1. controlled schedule planning
2. guided progress planning
3. Implementation progress plan
3. Different project participants
1. The owner prepares the implementation progress plan for the entire project
2. design schedule
3. Construction and equipment installation schedule
4. Procurement and supply schedule
4. different cycles
1. 5-year construction progress plan
2. Annual, quarterly, monthly and ten-day plans
Computer-aided construction project progress control
The significance of computer-aided engineering network planning
1. Solve the problem of large amount of calculation in engineering network planning
2. Ensure accuracy of engineering network plan calculations
3. Conducive to timely adjustment of network plans
4. Facilitates preparation of resource requirements planning
Demonstration of overall project progress goals
1. Determination of overall progress goals
1. Overall progress target: refers to the progress target of the entire project, which is determined during the project definition during the decision-making phase of the project.
2. The control of the overall progress target is the task of the owner's project management. When using general project contracting, the general contractor assists the owner in controlling the overall progress target.
3. Before controlling the overall progress target, the possibility of achieving the target should first be analyzed and demonstrated.
4. During the project implementation phase, the overall project progress includes
1. Work progress in the pre-design preparation phase
2. Design work progress
3. Bidding work progress
4. Preparatory work progress before construction
5. Project construction and equipment installation progress
6. Project material procurement progress
7. Preparatory work progress before project deployment
2. Demonstration of overall progress target
1. The overall progress target demonstration is not simply the preparation of the overall progress plan. It involves many issues in the condition analysis and project implementation planning of the project implementation (overall progress planning, condition analysis, implementation planning)
2. The core work of demonstrating the overall progress target of large-scale construction projects is to demonstrate the possibility of achieving the overall progress target by preparing a general progress outline.
3. Main contents of the overall progress outline
1. Overall deployment of project implementation
2. overall progress plan
3. Progress planning of each subsystem
4. Determine planned progress goals for milestone events
5. Conditions for achieving the overall progress target and measures to be taken
3. Work steps for project overall progress target demonstration (collect projects and then systemize, code and coordinate at all levels, and report if it doesn’t work)
1. Research and collect information
2. Project structure analysis
3. Structural Analysis of Schedule Planning System
4. Project work code
5. Prepare progress plans for each level
6. Coordinate the relationship between progress plans at all levels and prepare the overall progress plan
7. If the prepared overall progress plan does not meet the project progress target. try to adjust
8. If the progress target cannot be achieved after multiple adjustments, the project will be reported to the chief decision-maker.
4. Investigation, research and data collection in the overall progress target demonstration include
1. Understand and collect information and information related to the determination of project schedule goals during the project decision-making stage
2. Collect organizational, management, economic and technical information related to the project's progress
3. Collect progress data on similar projects
4. Understand and investigate the overall deployment of the project
5. Understand and investigate the subjective and objective conditions for the implementation of the project
6. The structural analysis of large-scale construction projects is based on the need to prepare the overall progress outline, decompose the entire project layer by layer, and establish the corresponding work directory
Preparation and adjustment methods of project schedule
Characteristics of bar charts
1. The simplest and most widely used
2. A brief description of the job can be placed on the bar chart
3. Work can be sorted by time, responsibility, project objects and similar resources
4. Suitable for small projects or sub-projects of large projects, it can be used to calculate resource requirements and outline progress.
5. Advantages of bar chart
1. Intuitive expression and easy to understand
6. Disadvantages of Bar Charts
1. Logical relationships can be expressed, but difficult to express clearly
2. Suitable for manual preparation
3. Without rigorous time parameter calculations, the key tasks and key routes of the plan cannot be determined.
4. Plan adjustments can only be made manually, which requires a large workload
5. Difficulty adapting to large schedule planning systems
Dual code name network plan diagram
1. Basic concepts of dual-code network planning
arrow line
1. The solid arrow line represents real work, which takes up time and consumes resources.
2. Dotted arrow line: represents virtual work, which neither takes up time nor consumes resources. The dotted arrow line is a fictitious work that does not exist in actual work. It correctly expresses the logical relationship between tasks and serves as a link between tasks. The three functions of distinction and circuit breaker
node
Nodes are the connection points between arrow lines in the network diagram. There are three types of nodes in the network diagram: starting node, intermediate node, and end node. A job is represented by only one arrow and a corresponding pair of nodes. The number and order of the nodes should be from small to large, and may not be continuous, but repetition is not allowed.
line
The path from the start node to the end node is called a line; the one with the longest working duration is the key line, and there is at least one
Logic
Process relationship (not adjustable)
Organizational relationship (can be adjusted)
2. Double code network diagram drawing rules
1. Node numbers are from small to large, no duplication is allowed.
2. A starting point and a focus
3. Wireless segment, no two-way arrows, no nodeless arrows
4. No loop
5. busbar method
6. Arrow lines should not cross
7. Correctly express logical relationships
3. Calculation of planning time parameters for dual-code network
Total time difference: All maneuver time that can be utilized without affecting the total construction period
Free time difference: The maneuver time that can be used without affecting the earliest start of follow-up work
The calculation principle of the six-hour marking method
1. ES, EF: Calculate the construction period by fixing the beginning and calculating the end, and taking the larger number by sequential addition.
2. LS, LF: According to the planned construction period, the final calculation is determined, and the reverse subtraction is adopted to obtain the smaller value.
3. TF:LS-ES or LF-EF
4. FF: ES of the immediately following work (if there are multiple, take the minimum) minus the current work EF
Key work: The work with the smallest total time difference in the network plan; when the planned duration is equal to the calculated duration, the work with a total time difference of zero is the key job.
Critical line: A line that is composed entirely of key work from beginning to end is a critical line, or the line with the longest total work duration on the line is a critical line.
Double code name time scale network plan diagram
Characteristics of the dual-code time scale network plan diagram
Regulation
1. The solid arrow line represents real work, the dashed arrow line represents imaginary work, and the wavy line represents free time difference.
2. Virtual work must be represented by a vertical dotted arrow line and a wavy line with free time difference.
Features
1. It has the characteristics of both network planning and horizontal bar chart planning.
2. Directly display the construction period, the start and completion time of each work, the free time difference of the work and the key routes
3. The resource requirements per unit time can be counted for resource optimization and adjustment.
4. Modifications are troublesome and often require redrawing.
Calculation of parameters of double-code time scale network plan
1. Directly read out the earliest start and earliest completion time of each work, the free time difference of the work and the key lines; use the length of the wavy line to represent the free time difference
2. The total time difference needs to be calculated
3. Critical lines: Paths without wavy lines are critical lines
4. Calculate the construction period: the time point corresponding to the end node
Dual code time scale network calculation principle
1. ES, EF; can be read from the figure
2. FF; can be read from the picture
3. TF = From this job to the end node, among n lines, the minimum value of the sum of the lengths of the wavy lines
4. LS, LF; calculated based on ES, EF and TF
5. Critical lines; paths without wavy lines are critical lines
Single code name network plan diagram
Node: Each node in a single-code network represents a piece of work; the tail node number of the arrow line should be smaller than the arrow node number. A job must have a unique node and a corresponding number
arrow line
1. Arrows represent logical relationships between adjacent tasks
2. Arrow lines take up neither time nor resources
3. No dotted arrows (dummy nodes can be used to represent virtual work)
Line: Node numbers are expressed in order from small to large.
Drawing rules for single-code network diagrams
1. Logical relationships must be expressed correctly
2. Circulation loops are strictly prohibited
3. Double-directed arrows and no-arrow connections are strictly prohibited.
4. Arrow lines without tail nodes or arrow nodes are strictly prohibited.
5. Arrow lines should not cross. When unavoidable, the bridge method or pointing method can be used.
6. There should only be one start node and one end node
7. When there are multiple start nodes or end nodes in the network diagram, a virtual job should be set up at both ends of the network diagram.
Key work: The work with the smallest total time difference is the key work
Determination of critical lines: lines from the starting node to the end node are critical tasks, and the time interval of all tasks is zero
Single code name overlapping network plan diagram
How to adjust schedule
1. When the calculated duration does not meet the planned duration
1. Compressing duration for jobs with little impact on quality and safety
2. Jobs with sufficient spare resources
3. Work that reduces the duration with minimal additional cost
2. Contents of schedule adjustment
1. Adjust the length of key lines
2. How to adjust time differences for non-critical work
3. Adjustment methods for increasing or decreasing work items
4. Adjust logical relationships
5. Adjust job duration
6. Adjust resource investment
3. How to adjust network plans
1. When the actual progress is delayed, among the key tasks that have not yet been completed, choose tasks with low resource intensity or low cost to shorten their duration.
2. When the actual progress is ahead of schedule, among the key tasks that have not yet been completed, work with high resource intensity or high cost is selected to extend its duration to reduce resource intensity or cost.
Project progress control measures
organizational measures
1. Attention should be paid to a sound organizational system, and there should be dedicated personnel in progress control positions, preparation and adjustment of progress plans, organizational theory, and strengthening of progress plan approval procedures and meetings.
2. Carry out organizational design related to progress control meetings to clarify; meeting type, host, personnel from participating units, convening time, organization, distribution and confirmation of meeting documents (no meeting location, process)
Management measures: management ideas, methods, means, contracting model, contract management, risk management, network planning application, emphasis on information technology application
Economic measures: funds, funding demand plans, economic incentives, resource needs, etc.
technical measures
1. Design technology: different design concepts, design technology routes, and design plans
2. Construction Technology: Changes in construction technology, construction methods and construction machinery