Constructional engineering information processing method
Through the data information acquisition and processing module, combined with mathematical formulas, the problems of large cost calculation errors and low data processing efficiency in existing construction projects are solved, accurate material requirements and cost control are achieved, and the efficiency and transparency of project management are improved.
Patent Information
- Application Number
- CN202510970415.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-15
- Publication Date
- 2025-10-10
AI Technical Summary
Existing construction project cost calculation methods rely on manual experience, resulting in large errors and difficulty adapting to changes in project requirements. They also lack a unified data processing framework, resulting in low calculation efficiency and poor accuracy, making it difficult to achieve timely cost control and data analysis.
The data information acquisition module is used, combined with mathematical formulas and algorithms, to calculate the total demand, total cost and total budget of building materials. Accurate calculations are performed through the data information processing module, and a unified processing framework is constructed, including determining the total demand unit for building materials, predicting the total cost unit and determining the total budget unit, forming a circular feedback mechanism.
It achieves accurate calculation of construction material requirements and costs, improves the accuracy and flexibility of calculation results, can adapt to changes in project requirements, quickly process large amounts of data, ensure the timeliness and accuracy of cost control, builds a systematic processing framework, and improves the efficiency and transparency of project management.
Smart Images
Figure CN120765201A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of construction engineering information processing, and in particular to a construction engineering information processing method. Background Art
[0002] With the rapid development of information technology, digitization, electronicization and networking have become the mainstream trends in information processing in all walks of life. In the field of construction engineering, information processing has gradually shifted from traditional paper documents, manual records and management methods to network-based and electronic information processing platforms. This shift not only improves the efficiency and accuracy of information processing, but also promotes information sharing and collaborative work.
[0003] In the field of construction engineering, accurately calculating and controlling project costs is one of the key factors to ensure the smooth progress and profitability of the project. However, the cost calculation methods in existing technologies mostly rely on manual experience and estimation, resulting in large errors in the calculation results. Such errors will gradually accumulate during the project execution, eventually leading to cost overruns. Existing methods are often difficult to adapt to changes in project requirements. Once the project requirements change, including design changes and material replacements, tedious manual calculations need to be performed again, which is inefficient and prone to errors. In addition, existing technologies are unable to cope with large amounts of data and it is difficult to quickly and accurately complete data collection, analysis and processing. This limits the timeliness and accuracy of project managers' cost control. Existing methods often separate the calculation of building material demand, cost and total budget, lacking a unified and systematic processing framework, which makes it difficult to form an effective connection and feedback mechanism between the various calculation links. Summary of the Invention
[0004] The purpose of the present invention is to provide a construction engineering information processing method to solve the problems raised in the above background technology.
[0005] To achieve the above objectives, the present invention provides the following technical solutions, and the specific steps for implementing information processing are as follows: Step 1: Using the data information acquisition module, basic information on the current construction project's foundation and additional material quantities, material unit prices, transportation, packaging, and loading and unloading unit prices, material discounts and cost savings, and the actual utilization rate of the same materials in historical projects is acquired; Step 2: Transmit the acquired information to the data information processing module; Step 3: Using the data information processing module, calculate and output the total demand for building materials XQ, the total cost of building materials JC, and the total budget of the construction project JY in sequence; Step 4: Based on the ratio of the total construction project budget target JY0 set at the beginning of the current project to the total construction project budget JY, use the data information processing module to calculate and output the adjusted total construction material demand XQ new , until the total budget of the construction project JY is less than the total budget target of the construction project JY0; Step 5: Calculate the result that the total budget of the construction project JY is less than the total budget target of the construction project JY0, and output it using the display module; The data information processing module includes a unit for determining the total demand for building materials, a unit for predicting the total cost of building materials, and a unit for determining the total budget of the construction project.
[0006] Optionally, the calculation formula for determining the total building material demand units is as follows: ; ; SS=(JL+ZL)×LY; in: XQ is the total demand for construction materials; JL is the amount of basic building materials; ZL is the additional quantity, which reflects the unexpected increase in the amount of construction materials in the current construction project in addition to the additional basic construction material quantity JL; LY is the expected utilization rate; LY i is the utilization coefficient of the i-th project; Reflects the actual average utilization rate of the same materials in historical projects; n is the total amount of historical projects; SS is the amount of lost material; The square root calculation in is intended to reduce the impact of losses.
[0007] Optionally, the calculation formula for the predicted total construction material cost unit is as follows: ; FX=a+b+c; in: JC is the total cost of construction materials; D is the unit price; The larger the value of , the higher the calculated material cost; FX is the additional cost factor; The larger the value of , the higher the calculated additional cost; a is the unit price for transportation, b is the unit price for packaging, and c is the unit price for loading and unloading; ZK is the cost discount coefficient, which means that when the total demand for construction materials XQ reaches a certain amount, the cost per ton of materials will be reduced; The square root calculation is intended to reduce the total demand for building materials XQ to produce a discount and the impact of the material discount part multiplied by the cost discount coefficient ZK.
[0008] Optionally, the calculation formula of the additional cost coefficient FX is as follows: FX=1-K; Where K is the discount rate The unit for predicting the total cost of building materials takes as input a discount rate K based on the order quantity required for the total demand quantity XQ of the ordered building materials and calculates and outputs an additional cost coefficient FX.
[0009] Optionally, the calculation formula for determining the total budget unit of the construction project is as follows: ; △XQ=(XQ prev -XQ) / 100; P=(CC1-CC2) / JY old ; in: JY is the total budget of the construction project; △XQ is the increase demand coefficient; The larger the values of JC and △XQ, the higher the calculated total cost; XQ prev The total demand for building materials in the previous process; EX is the additional cost coefficient, which reflects the unit price of architectural design work in the current architectural project; Calculate the additional costs associated with the base material quantity JL, and the square root calculation will reduce the impact of the additional costs; P is the cost saving coefficient, which represents the savings in the total budget per ton of material when the demand decreases; CC1 is the original storage cost, CC2 is the reduced storage cost, JY old The original total budget.
[0010] Optionally, the adjustment process based on the total construction project budget target JY0 and the total construction project budget JY is as follows: If JY>JY0, it means that the expected total budget of the current construction project exceeds the target budget benchmark, and the total demand for construction materials XQ should be adjusted; If JY <JY0,则反映当前建筑工程项目的预期总预算在预算的目标之内,当立刻根据基本信息推进当前的建筑工程项目。
[0011] Optionally, the calculation formula for adjusting the total building material demand XQ is as follows: XQ new =XQ×R; in: XQ new is the total demand for construction materials after adjustment; R is the adjustment coefficient, and R<1; After adjustment, the total demand for construction materials is XQ new When the next calculation is carried out to determine the total demand unit of building materials, if the basic building material quantity JL and the additional quantity ZL have any increase or decrease in demand, the adjusted total demand of building materials XQ new Make corresponding increases or decreases.
[0012] Optionally, the devices used by the data information acquisition module include scanners, cameras, and data acquisition devices; The equipment used by the data information processing module includes computers and servers; The devices used in the display module include a display device.
[0013] Compared with the prior art, the present invention has the following beneficial effects: 1. The present invention achieves accurate calculation of the total demand XQ of building materials, the total cost JC of building materials, and the total budget JY of the construction project by introducing precise mathematical formulas and algorithms. This greatly improves the accuracy and reliability of the calculation results, helps to better control the cost of the project, and the method can flexibly adapt to changes in project requirements. When the project requirements change, only the relevant parameters need to be adjusted to quickly recalculate, thereby greatly improving work efficiency and accuracy.
[0014] In addition, with the help of modern computer technology, this method can quickly process large amounts of data and realize real-time collection, analysis and processing of data, which helps to obtain key information in a timely manner and make accurate decisions.
[0015] 2. The present invention constructs a unified and systematic processing framework by determining the total demand unit of building materials, predicting the total cost unit of building materials, and determining the total budget unit of construction projects. The interrelationship and mutual influence make the calculation of the total demand XQ of building materials, the total cost of building materials JC, and the total budget of construction projects JY an organic whole. Effective connections and feedback mechanisms can be formed between the various calculation links, which helps to understand the project cost situation more comprehensively and deeply.
[0016] 3. When the total budget JY of the construction project is calculated to be greater than the total budget target JY0 of the construction project, the present invention uses XQ new =XQ×R calculation formula can gradually approach the target budget and achieve effective cost control. This method is not only simple and practical, but also can ensure that costs are minimized while meeting project requirements. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 A flow chart of the method for processing information of construction engineering; Figure 2 Schematic diagram of the structure of the data information processing module of the present invention; Figure 3 Schematic diagram of the adjustment process of the total budget JY of a construction project in the present invention. DETAILED DESCRIPTION
[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0019] Regarding this construction engineering information processing method, it is different from the existing information processing methods. The existing information processing methods lack accuracy and flexibility, lack systematicity, and have limited data processing capabilities. This algorithm unit achieves the effects of improving calculation accuracy, enhancing flexibility, improving data processing capabilities, building a systematic processing framework and reducing costs.
[0020] For example 1, please refer to Figures 1 to 3 This embodiment provides a construction engineering information processing method, and the specific information processing steps are as follows: Step 1: Using the data information acquisition module, basic information on the current construction project's foundation and additional material quantities, material unit prices, transportation, packaging, and loading and unloading unit prices, material discounts and cost savings, and the actual utilization rate of the same materials in historical projects is acquired; Step 2: Transmit the acquired information to the data information processing module; Step 3: Using the data information processing module, calculate and output the total demand for building materials XQ, the total cost of building materials JC, and the total budget of the construction project JY in sequence; Step 4: Based on the ratio of the total construction project budget target JY0 set at the beginning of the current project to the total construction project budget JY, use the data information processing module to calculate and output the adjusted total construction material demand XQ new, until the total budget of the construction project JY is less than the total budget target of the construction project JY0; Step 5: Calculate the result that the total budget of the construction project JY is less than the total budget target of the construction project JY0, and output it using the display module; The data information processing module includes a unit for determining the total demand for building materials, a unit for predicting the total cost of building materials, and a unit for determining the total budget of the construction project; The equipment used in the data information acquisition module includes scanners, cameras, and data acquisition equipment; The equipment used in the data information processing module includes computers and servers; The devices used in the display module include a display device.
[0021] In this embodiment, the system can form a complete construction project information processing process through the combination of the above method steps, modules and units and the equipment used, and realize effective cost control and precise budget management. Among them, the three algorithm units in this algorithm cooperate with each other, and combine the three calculation results of XQ, JC and JY to form a complete project cost management and budget planning system. The calculation result of JY can also affect the calculation feedback to XQ and JC, so that the three algorithms of this system further enhance the flexibility of cost control and the possibility of project optimization. The application of these formulas helps to understand the project cost more comprehensively and make more informed decisions, thereby achieving profitability and sustainable development of the project.
[0022] See also Figures 1 to 3 , the calculation formula to determine the total demand unit of building materials is as follows: ; ; SS=(JL+ZL)×LY; in: XQ is the total demand for construction materials; JL is the amount of basic building materials; ZL is the additional quantity, which reflects the unexpected increase in the amount of construction materials in the current construction project in addition to the additional basic construction material quantity JL; LY is the expected utilization rate; LY i is the utilization coefficient of the i-th project; Reflects the actual average utilization rate of the same materials in historical projects; n is the total amount of historical projects; SS is the amount of lost material; The square root calculation in is intended to reduce the impact of losses.
[0023] In this embodiment: First, in this algorithm unit The calculation part is to calculate the actual demand after considering the basic construction material quantity JL and the additional additional quantity ZL, and adjusting the expected utilization rate LY. Specifically, first, the basic construction material quantity JL and the additional additional quantity ZL are added together to obtain the total theoretical demand quantity. Then, it is multiplied by the expected utilization rate LY to reflect the utilization rate of materials in actual construction, thereby obtaining the actual demand quantity. The value of the expected utilization rate LY is usually less than / equal to 1 because it represents the actual utilization rate of materials. When the expected utilization rate LY is large, it means that the utilization rate of materials is high and the actual demand quantity is close to the theoretical demand quantity. When the expected utilization rate LY is small, the actual demand quantity will be greater than the theoretical demand quantity, and more materials will be required. The calculation part deducts the loss material quantity SS from the total demand to obtain the final total demand of building materials XQ. This takes into account the certain material loss during transportation and storage. Therefore, this loss needs to be deducted from the total demand to obtain the final actual demand. The larger the value of the loss material quantity SS, the more material is lost, and the smaller the final total demand of building materials XQ. Conversely, the smaller the value of the loss material quantity SS, the larger the final total demand of building materials XQ. This algorithm unit can accurately predict the quantity of various building materials required for the project by precisely calculating the total required quantity XQ of building materials. This helps reduce delays and increased costs caused by material shortages and surpluses. The accurate calculation of the total required quantity XQ of building materials enables more efficient inventory management and adjusts procurement plans according to actual demand, avoiding inventory backlogs and capital occupation.
[0024] Furthermore, accurate forecasting of material requirements enables better planning of human resources and material allocation to ensure rational and efficient use of resources.
[0025] See also Figures 1 to 3 , the calculation formula for predicting the total cost unit of construction materials is as follows: ; FX=a+b+c; in: JC is the total cost of construction materials; D is the unit price; The larger the value of , the higher the calculated material cost; FX is the additional cost factor; The larger the value of , the higher the calculated additional cost; a is the unit price for transportation, b is the unit price for packaging, and c is the unit price for loading and unloading; ZK is the cost discount coefficient, which means that when the total demand for construction materials XQ reaches a certain amount, the cost per ton of materials will be reduced; The square root calculation is intended to reduce the total building material demand XQ to generate discounts and the impact of the material discount part multiplied by the cost discount coefficient ZK; The calculation formula of the additional cost coefficient FX is as follows: FX=1-K; Where K is the discount rate The unit for predicting the total cost of building materials takes as input a discount rate K based on the order quantity required for the total demand quantity XQ of the ordered building materials and calculates and outputs an additional cost coefficient FX.
[0026] In this embodiment, first The calculation part calculates the total cost of building materials based on the total required quantity XQ of building materials and the unit material price. This calculation part multiplies the total required quantity XQ of building materials by the price of unit material to obtain the total cost of this part of materials. Among them, the larger the values of the total required quantity XQ of building materials and the unit price D, the higher the calculated material cost. When the total required quantity XQ of building materials increases, it means that more materials are needed and the cost increases accordingly. When the unit price D increases, it means that the price of unit material increases and the cost will also increase. The calculation part calculates the additional cost of basic building materials, including the sum of transportation fees, packaging fees, and loading and unloading fees. The calculation principle is to multiply the amount of basic building materials JL by the additional cost coefficient FX to obtain the additional cost of this part of materials. The larger the value of the basic building material amount JL and the additional cost coefficient FX, the higher the calculated additional cost. When the basic building material amount JL increases, it means that the amount of basic materials increases, and the additional cost also increases. When the additional cost coefficient FX increases, it means that the proportion of the additional cost increases, and the cost will also increase. The calculation part is to subtract the cost discount part related to the demand from the total cost. When the total demand XQ of building materials reaches a certain amount, the cost per ton of materials will be reduced. This part of the cost reduction is expressed by multiplying the total demand XQ of building materials by the cost discount coefficient ZK. The larger the value of the total demand XQ of building materials and the larger the value of the cost discount coefficient ZK, the greater the discount, the greater the calculated cost discount, and the lower the final total cost. Conversely, if the total demand XQ of building materials is small and the cost discount coefficient ZK is small, the cost discount is small and the total cost is higher. By predicting the total cost unit of construction materials, this algorithm can clearly understand the specific composition of material costs, including direct costs and indirect costs, which helps to improve the transparency and refinement of cost management; Accurate JC calculations for total construction material costs provide robust data support, enabling more accurate assessments of the cost-effectiveness of different material options, suppliers, and procurement strategies, leading to more informed decision-making. In addition, by considering the cost discount coefficient ZK, the predicted total cost unit of construction materials encourages project managers to reduce costs by optimizing material requirements, selecting more economical materials and suppliers, etc. while meeting demand.
[0027] See also Figures 1 to 3 , the calculation formula for determining the total budget unit of the construction project is as follows: ; △XQ=(XQ prev -XQ) / 100; P=(CC1-CC2) / JY old ; in: JY is the total budget of the construction project; △XQ is the increase demand coefficient; The larger the values of JC and △XQ, the higher the calculated total cost; XQ prev The total demand for building materials in the previous process; EX is the additional cost coefficient, which reflects the unit price of architectural design work in the current architectural project; Calculate the additional costs associated with the base material quantity JL, and the square root calculation will reduce the impact of the additional costs; P is the cost saving coefficient, which represents the savings in the total budget per ton of material when the demand decreases; CC1 is the original storage cost, CC2 is the reduced storage cost, JY old The original total budget.
[0028] In this embodiment, the algorithm unit first The calculation part is to add the total cost of the difference based on the total cost of building materials JC, which multiplies the total cost of building materials JC by the material cost. , and the greater the value of the total cost of building materials JC and the incremental demand coefficient △XQ, the higher the calculated total cost. When the total cost of building materials JC increases, it means that the material cost has increased, and the total cost has also increased. When the incremental demand coefficient △XQ increases, it means that the difference in storage costs has increased, and the total cost will also increase. The calculation part calculates the additional costs related to the quantity of basic materials, including design fees. The calculation principle is to multiply the amount of basic building materials JL by the additional cost coefficient EX related to the amount of basic materials to obtain this part of the additional costs. The larger the value of the basic building materials JL and the additional cost coefficient EX, the higher the calculated additional costs. When the basic building materials JL increases, it means that the amount of basic materials increases and the additional costs also increase. When the additional cost coefficient EX increases, it means that the proportion of the additional costs increases and the costs also increase. The calculation part is to deduct the cost savings related to the demand from the total budget. When the total demand XQ of building materials decreases, the savings per ton of material on the total budget is expressed by multiplying the total demand XQ of building materials by the cost savings coefficient P related to the demand. The smaller the value of the total demand XQ of building materials, the less demand there is, and the larger the value of the cost savings coefficient P, the greater the savings. The greater the calculated cost savings, and the lower the final total budget. Conversely, if the total demand XQ of building materials is large and the cost savings coefficient P is small, the cost savings are small and the total budget is higher. Determining the total budget unit of a construction project can fully reflect the total cost of the project, which helps to grasp the cost status of the project as a whole and ensure the comprehensiveness and effectiveness of cost control; By comparing the total budget target JY0 of the construction project with the TB calculated by determining the total budget unit of the construction project, budget deviations can be discovered in a timely manner and appropriate measures can be taken to make adjustments. This helps to improve the accuracy and timeliness of budget control and ensure that the project proceeds smoothly within the budget; By considering the cost saving coefficient P, we can increase the project's profit margin by optimizing the cost structure and improving resource utilization efficiency while ensuring project quality.
[0029] In summary, determining the total demand unit for building materials, predicting the total cost unit for building materials, and determining the total budget unit for construction projects each play an important role in construction project management. They provide strong data support by accurately calculating the total demand, total cost, and total budget for building materials, and help to improve the level of refinement in cost management, promote cost savings and improvement in budget control capabilities, and ensure the profitability of the project, thereby completing information processing.
[0030] For example 2, please refer to Figures 1 to 3 , based on the adjustment of the total budget target JY0 and the total budget JY of the construction project, the following is made: If JY>JY0, it means that the expected total budget of the current construction project exceeds the target budget benchmark, and the total demand for construction materials XQ should be adjusted; If JY < JY0, it indicates that the expected total budget of the current construction project is within the target budget, and the current construction project can be immediately advanced based on the basic information; The calculation formula for adjusting the total demand of building materials XQ is as follows: XQ new = XQ × R; Wherein: XQ new is the adjusted total demand of building materials; R is the adjustment coefficient, and R < 1; After adjusting the total demand of building materials XQ new When the next unit of total demand of building materials is determined, if the basic amount of building materials JL and the additional amount ZL have any increase or decrease in demand, the adjusted total demand of building materials XQ new will be increased or decreased accordingly.
[0031] In this embodiment, by adjusting the value of the adjustment coefficient R, the material demand can be flexibly adjusted without changing the material type and quality, so as to achieve the purpose of reducing cost. In the process of adjusting the total demand of building materials XQ, some cost-saving opportunities will be found, including further reducing cost through optimizing design scheme and improving construction process. Through continuous adjustment and optimization, experience can be accumulated and project management level can be improved, providing more effective cost control strategy for future projects. In addition, through the cyclic feedback mechanism, the total demand of building materials XQ, the total cost of building materials JC and the total budget of the construction project JY can be tracked and adjusted in real time. When the basic amount of building materials JL and the additional amount ZL change, this mechanism can quickly respond, recalculate the total demand of building materials XQ, and update the total cost of building materials JC and the total budget of the construction project JY accordingly. This dynamic adjustment ensures the accuracy of cost control and avoids cost overruns due to changes in material demand, thereby optimizing the budget. The cyclic feedback mechanism provides real-time cost data, which can be used to make decisions based on accurate information. Specifically, when the total budget of the construction project JY exceeds the total budget target of the construction project JY0, measures can be taken immediately, including adjusting material procurement strategy and optimizing construction scheme to reduce cost. This data-based decision-making approach improves the scientificity and efficiency of decision-making, helps the smooth progress of the project, and processes information accurately and timely. In summary, the cyclic feedback mechanism plays an important role in the construction engineering information processing method. It helps to accurately control cost, optimize budget, improve decision-making efficiency, promote rational use of resources, enhance risk response capability, and improve project management level. These beneficial effects collectively promote the smooth progress and sustainable development of construction engineering projects, and effectively process information.
[0032] While embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.
Claims
1. A construction engineering information processing method, characterized in that: The implementation steps of specific information processing are as follows: Step 1: Use the data information acquisition module to obtain the basic information of the foundation and additional material quantity, material unit price, transportation, packaging and loading / unloading unit price, material discount and cost savings of the current construction project, as well as the actual utilization rate of the same materials in historical projects; Step 2: Transmit the obtained information to the data information processing module; Step 3: Use the data information processing module to calculate and output the total required quantity of building materials XQ, the total cost of building materials JC, and the total budget of the construction project JY in sequence; Step 4: Based on the ratio of the total construction project budget target JY0 set at the beginning of the current project to the total construction project budget JY, use the data information processing module to calculate and output the adjusted total construction material demand XQ new , until the total budget of the construction project JY is less than the total budget target of the construction project JY0; Step 5: Calculate the result that the total budget JY of the construction project is less than the total budget target JY0 of the construction project, and output and display it using the display module; Among them, the data information processing module includes a unit for determining the total demand for building materials, a unit for predicting the total cost of building materials, and a unit for determining the total budget of the construction project.
2. A construction engineering information processing method according to claim 1, characterized in that: The calculation formula of the unit for determining the total demand for building materials is as follows: ； ； SS = (JL + ZL) × LY; Where: XQ is the total required quantity of building materials; JL is the quantity of basic building materials; ZL is the additional quantity, and ZL reflects the quantity of building materials increased in the current construction project in addition to the additional basic building materials quantity JL; LY is the expected utilization rate; LY i is the utilization coefficient of the i-th project; Reflects the actual average utilization rate of the same materials in historical projects; n is the total quantity of historical projects; SS is the quantity of loss materials; The square root calculation in is intended to reduce the impact of losses.
3. A construction engineering information processing method according to claim 2, characterized in that: The calculation formula of the unit for predicting the total cost of building materials is as follows: ； FX = a + b + c; Where: JC is the total cost of building materials; D is the unit price; The larger the value of , the higher the calculated material cost; FX is the additional cost coefficient; The larger the value of , the higher the calculated additional cost; a is the transportation unit price, b is the packaging unit price, and c is the loading / unloading unit price; ZK is the cost discount coefficient, indicating that when the total required quantity of building materials XQ reaches a certain quantity, the cost per ton of materials will be reduced.
4. A construction engineering information processing method according to claim 3, characterized in that: The calculation formula of the additional cost coefficient FX is as follows: FX = 1 - K; Where K is the discount rate; The unit for predicting the total cost of building materials inputs the discount rate K generated by the discount according to the order quantity required for the total required quantity of building materials XQ ordered, and calculates and outputs the additional cost coefficient FX.
5. A construction engineering information processing method according to claim 3, characterized in that: The calculation formula of the unit for determining the total budget of the construction project is as follows: ； △XQ=(XQ prev -XQ) / 100; P=(CC1-CC2) / Y old ; Where: JY is the total budget of the construction project; △XQ is the additional demand coefficient; The larger the values of JC and △XQ, the higher the calculated total cost; XQ prev The total demand for building materials in the previous process; EX is the additional cost coefficient, and EX reflects the unit price of the construction engineering design work in the current construction project; Calculate the additional costs associated with the base material quantity JL, and the square root calculation will reduce the impact of the additional costs; P is the cost savings coefficient, and P indicates the savings per ton of materials for the total budget when the demand decreases; CC1 is the original storage cost, CC2 is the reduced storage cost, JY old The original total budget.
6. A construction engineering information processing method according to claim 5, characterized in that: The adjustment processing based on the total budget target JY0 of the construction project and the total budget JY of the construction project is as follows: If JY > JY0, it reflects that the expected total budget of the current construction project exceeds the budget target benchmark, and the total required quantity of building materials XQ should be adjusted; If JY < JY0, it reflects that the expected total budget of the current construction project is within the budget target, and the current construction project should be immediately advanced based on the basic information.
7. A construction engineering information processing method according to claim 6, characterized in that: The calculation formula for adjusting the total required quantity of building materials XQ is as follows: XQ new =XQ×R; Where: XQ new is the total demand for construction materials after adjustment; R is the adjustment coefficient, and R < 1; After adjustment, the total demand for construction materials is XQ new When the next calculation is carried out to determine the total demand unit of building materials, if the basic building material quantity JL and the additional quantity ZL have any increase or decrease in demand, the adjusted total demand of building materials XQ new Make corresponding increases or decreases.
8. A construction engineering information processing method according to claim 1, characterized in that: The devices used by the data information acquisition module include scanners, cameras, and data acquisition devices; The devices used by the data information processing module include computers and servers; The devices used in the display module include a display device.