Environment-adaptive concrete construction scheme optimization method and system
By dividing the construction diagram and designing suitable pouring molds and pouring methods, the problem of low concrete construction efficiency is solved, and the construction progress and project quality are accelerated.
Patent Information
- Application Number
- CN202411697824.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-26
- Publication Date
- 2024-12-31
AI Technical Summary
During the concrete construction process, the existing technology leads to arbitrary pouring methods, resulting in low construction efficiency, affecting the progress of the construction plan, and being unable to effectively deal with environmental factors in different construction areas, affecting the quality of the project.
By collecting the construction diagrams of the building, the corresponding construction drawings of the foundation, ground and wall are divided, and the corresponding pouring molds and pouring methods are designed according to the characteristics of each area, and the concrete demand and pouring order are accurately calculated, and layered Vibrating and molding technology for concrete pouring.
It improves the efficiency of concrete construction, ensures the adaptation of casting methods in different areas, significantly speeds up the construction progress, and improves the quality and safety of the project.
Smart Images
Figure CN119228589A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of building construction, and specifically relates to an environmentally adaptive concrete construction scheme optimization method and system. Background Art
[0002] As a widely used building material, the performance and quality of concrete directly affect the safety, durability and economy of the project. However, in the actual construction process, concrete is often affected by various environmental factors, such as temperature, humidity, chemical corrosion, etc. These factors may cause the performance of concrete to deteriorate and even cause engineering quality problems. Therefore, it is particularly important to develop environmentally adaptive concrete construction plan optimization methods. The current concrete industry is moving towards green, intelligent and efficient directions. The increasingly stringent environmental protection laws and regulations have prompted companies to pay more attention to resource conservation, environmental protection and sustainable development. By optimizing concrete mix ratios, improving construction processes, and introducing new materials and intelligent technologies, production efficiency can be improved, costs can be reduced, product quality can be improved, and changing market demands can be met; However, at present, when concrete is used for pouring construction, the pouring method is relatively random. For different construction areas, the pouring methods applied are relatively similar, resulting in low efficiency during the pouring process, which in turn affects the progress of the construction plan; To this end, the present invention proposes an environmentally adaptive concrete construction scheme optimization method and system. Summary of the invention
[0003] The purpose of the present invention is to provide an environmentally adaptive concrete construction scheme optimization method and system to solve the problems raised in the above background technology.
[0004] In the first aspect, in order to achieve the above-mentioned purpose, the present invention adopts the following technical solutions: An environmentally adaptive concrete construction scheme optimization method, the method comprising the following steps: Step S1, collecting a construction schematic diagram corresponding to a target building and analyzing the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; Step S2, pouring concrete for the first pouring construction building according to the first pouring construction drawing; Step S3, after the first pouring construction building is poured, concrete is poured for the second pouring construction building according to the second pouring construction drawing; Step S4, after the second pouring construction building is poured, the third pouring construction building is poured according to the third pouring construction drawing.
[0005] Furthermore, the step S1 includes the following sub-steps: Step S11, obtaining a construction schematic diagram corresponding to the target building; Step S12, segmenting the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; Among them, the first pouring construction drawing is a three-dimensional structural drawing of the foundation part, the second pouring construction drawing is a three-dimensional structural drawing of the ground part, and the third pouring construction drawing is a three-dimensional structural drawing of the wall part.
[0006] Furthermore, the step S2 includes the following sub-steps: Step S201, cleaning the foundation surface corresponding to the first pouring construction building to ensure that there are no impurities on the foundation surface; Step S202, obtaining the coverage areas DFMi of a plurality of foundation columns to be cast according to the first casting construction drawing, where i is the number of the foundation column to be cast, i is i=1, 2, ..., z, and z is a positive integer; Step S203, selecting a plurality of height detection points j on the bottom surface of each foundation column to be cast, where j is the number of the height detection point in the foundation column to be cast, j=1, 2, ..., x, where x is a positive integer; Step S204, measure the detection height JGDij from the height detection point to the horizontal plane where the ground is located, and in the same foundation column to be cast, add and average all the detection heights to obtain the detection height mean JGJi, and calculate the detection height variance JGFi of the foundation column to be cast by the formula, which is specifically: ; Step S205, obtaining a first height threshold by adding the detection height mean value to the detection height variance, and obtaining a second height threshold by subtracting the detection height variance from the detection height mean value; obtaining a height comparison interval corresponding to the foundation column to be cast with the first height threshold as the right endpoint and the second height threshold as the left endpoint; Step S206, subtracting the detected height mean from the multiple detected heights corresponding to the foundation columns to be cast one by one and taking the absolute value, to obtain multiple column height differences corresponding to the foundation columns to be cast; and comparing the column height differences with the height comparison interval.
[0007] Furthermore, the step S2 further includes the following sub-steps: Step S207, if the ratio of the height difference in the column corresponding to the foundation column to be cast that is within the height comparison interval is greater than or equal to the ratio threshold, the corresponding foundation column to be cast is regarded as a column; The concrete requirement of the corresponding foundation column to be poured is obtained by multiplying the average detection height by the coverage area of the foundation column to be poured; Step S208, if the height difference within the column corresponding to the foundation column to be cast is less than the ratio threshold value within the height comparison interval, then the corresponding foundation column to be cast is an irregular object; The first concrete requirement YHXQi corresponding to the first situation of the foundation column to be poured is calculated by the formula: ; In the formula, JDHi (min) is the minimum value of the detection height, and JDHi (mxa) is the maximum value of the detection height; Then the second concrete requirement EHXQi corresponding to the second situation of the foundation column to be poured is calculated by the formula: ; Step S209, making a casting mold corresponding to the foundation column to be cast according to the coverage range corresponding to the foundation column to be cast, and fixing the casting mold at a position corresponding to the foundation column to be cast; Step S210, pouring concrete into the casting mold, the amount of concrete used reaches the concrete demand, and the casting is deemed to be completed, using a vibrator to work the concrete in the casting mold for a certain period of time, and then smoothing out the rough surface; Step S211, when all the foundation columns to be cast are cast, it is determined that the first casting construction is cast.
[0008] Furthermore, the step S3 includes the following sub-steps: Step S31, obtaining the inclination angle value, ground shape and ground area of the second casting ground according to the second casting construction drawing, if the inclination angle value is zero, the second casting ground is recorded as the second casting plane, if the inclination angle value is not zero, the second casting ground is recorded as the second casting slope; The inclination angle value refers to the acute angle between the second casting surface and the horizontal plane; Step S32, for the second casting plane, obtaining the height to be cast corresponding to the second casting plane, making a casting mold corresponding to the second casting plane according to the height to be cast and the ground shape, and placing the casting mold at the location of the second casting plane; If the height to be poured is less than or equal to the pouring height threshold, the concrete is poured into the pouring mold, and multiple vibrators are used to continuously vibrate the concrete in the pouring mold until the height of the concrete reaches the highest point of the pouring mold, and then the surface is smoothed out, and the second pouring construction building is deemed to be poured; Step S33, if the height to be poured is greater than the pouring height threshold, the number of pouring layers corresponding to the second pouring plane is obtained by dividing the height to be poured by the pouring threshold; Step S34, obtain the layer height of each casting layer by dividing the height to be cast by the number of casting layers, place the casting sub-mold at the location of the second casting plane according to the casting sub-mold made according to the layer height and the ground shape, and pour concrete into the casting mold. At the same time, use multiple vibrating rods to continuously vibrate the concrete in the casting mold until the height of the concrete reaches the highest point of the casting mold, and then smooth out the rough surface.
[0009] Furthermore, the step S3 also includes the following sub-steps: Step S35, lifting the casting sub-mold so that the bottom of the casting sub-mold and the rough surface smoothed in step S34 are located in the same plane, and then repeating the concrete pouring process described in step S34 until the height of the concrete above the second casting plane reaches the height to be poured, and the second casting construction building is deemed to be cast; Step S36, for the second pouring slope, obtain the height to be poured, make a pouring mold corresponding to the second pouring slope according to the height to be poured and the ground shape, and place the pouring mold at the location of the second pouring slope; Step S37, pouring concrete into the casting mold to form an initial boundary layer, wherein the initial boundary layer is parallel to the second casting slope; Step S38, smoothing the initial boundary layer to produce a rough surface, and then pouring concrete with a thickness of HD on the initial boundary layer to form a first boundary layer, wherein the first boundary layer is parallel to the second pouring slope; Step S39, and so on, until the concrete is poured to the second pouring slope, the second pouring slope is smoothed to reveal a rough surface, and the pouring of the second pouring construction is deemed completed.
[0010] Furthermore, the step S4 includes the following sub-steps: Step S41, obtaining the wall length, wall width and wall height of the third pouring construction building corresponding to the third pouring construction drawing; Step S42, making a casting mold of the third casting construction building according to the wall length, wall width and wall height of the third casting construction building, and placing the casting mold at the location of the third casting construction building; Step S43, dividing the wall length and the wall width by the standard pouring height respectively to obtain the length component of the number of vibrating rods and the width component of the number of vibrating rods, and obtaining the corresponding predicted number of vibrations by multiplying the length component of the number of vibrating rods by the width component of the number of vibrating rods; Step S44, laying a layer of mortar with a height equal to the standard vibration height in the casting mold, and smoothing the mortar to produce a rough surface.
[0011] Furthermore, the step S4 includes the following sub-steps: Step S45, pouring concrete from a position higher than the mortar, the pouring height of the concrete is the standard pouring height, and then placing a vibrating rod at a position higher than the first vibrating height of the mortar for vibrating until the height of the concrete reaches the standard pouring height; Step S46, obtaining the coagulation time of concrete and the standard vibration time of the vibrating rod, dividing the coagulation time by the standard vibration time to obtain the required number of vibrations; and then dividing the predicted number of vibrations by the required number of vibrations to obtain the required number of vibrating rods; Step S47, moving the vibrating rod in the direction of concrete flow, and each moving distance is the standard pouring height; Step S48, pouring concrete from a position higher than twice the standard pouring height of the mortar, and placing a vibrating rod at a position higher than the second vibrating height of the mortar for vibrating until the height of the concrete reaches twice the standard pouring height; This process is repeated until the concrete reaches the wall height, and then the concrete is smoothed to create a rough surface, and the third construction project is considered completed.
[0012] Further, the first vibration height = standard pouring height - standard vibration height wherein; The second vibration height = 2×standard pouring height-standard vibration height.
[0013] In a second aspect, an environmentally adaptive concrete construction scheme optimization system includes: The collection module is used to collect the construction schematic diagram corresponding to the target building and analyze the construction schematic diagram of the target building to obtain the first pouring construction drawing, the second pouring construction drawing and the third pouring construction drawing corresponding to the target building: A pouring module, comprising a first pouring unit, a second pouring unit and a third pouring unit; A first pouring unit is used to pour concrete for the first pouring construction building according to the first pouring construction drawing; The second pouring unit is used to pour concrete for the second pouring construction building according to the second pouring construction drawing after the pouring of the first pouring construction building is completed; The third pouring unit is used to pour the third pouring construction building according to the third pouring construction drawing after the second pouring construction building is poured.
[0014] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are: The present invention collects the construction schematic diagram corresponding to the target building and analyzes the construction schematic diagram of the target building to obtain the first pouring construction diagram, the second pouring construction diagram and the third pouring construction diagram corresponding to the target building, and then pours concrete for the first pouring construction building according to the first pouring construction diagram. When the first pouring construction building is poured, the second pouring construction building is poured with concrete according to the second pouring construction diagram. After the second pouring construction building is poured, the third pouring construction building is poured according to the third pouring construction diagram. The present invention adopts suitable pouring methods for different construction areas, which greatly improves the pouring efficiency and speeds up the progress of the construction plan. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] In order to facilitate understanding by those skilled in the art, the present invention is further described below with reference to the accompanying drawings.
[0016] Figure 1 is a flow chart of the method of the present invention; Figure 2 It is a schematic diagram of the foundation column to be poured in the present invention; Figure 3 It is a schematic diagram of the inclined surface casting in the present invention; Figure 4 It is a schematic diagram of wall casting in the present invention; Figure 5 This is a schematic diagram of the distribution of vibrating rods in the wall casting of the present invention; Figure 6 This is a system framework diagram involved in the present invention. DETAILED DESCRIPTION
[0017] The technical solution of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0018] Example 1: Please refer to Figure 1-Figure 5 As shown, the technical solution provided by the present invention is: an environmentally adaptive concrete construction scheme optimization method, the method comprising the following steps: In this embodiment, the environmentally-adaptable concrete is referred to as concrete, the target building is defined as a bungalow, and the concrete pouring construction is performed on the target building; Step S1, collecting a construction schematic diagram corresponding to a target building and analyzing the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; The step S1 specifically includes the following sub-steps: Step S11, obtaining a construction schematic diagram corresponding to the target building; Step S12, segmenting the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; Among them, the first pouring construction drawing is a three-dimensional structure drawing of the foundation part, the second pouring construction drawing is a three-dimensional structure drawing of the ground part, and the third pouring construction drawing is a three-dimensional structure drawing of the wall part; in this embodiment, the foundation part is defined as the first pouring construction building, the ground part is defined as the second pouring construction building, and the wall part is defined as the third pouring construction building.
[0019] Step S2, pouring concrete for the first pouring construction building according to the first pouring construction drawing; In this embodiment, step S2 includes the following sub-steps: Step S201, cleaning the foundation surface corresponding to the first pouring construction building to ensure that there are no impurities on the foundation surface; Step S202, obtaining the coverage areas DFMi of a plurality of foundation columns to be cast according to the first casting construction drawing, where i is the number of the foundation column to be cast, i is i=1, 2, ..., z, and z is a positive integer; Step S203, selecting a plurality of height detection points j on the bottom surface of each foundation column to be cast, where j is the number of the height detection point in the foundation column to be cast, j=1, 2, ..., x, where x is a positive integer; Step S204, measure the detection height JGDij from the height detection point to the horizontal plane where the ground is located, and in the same foundation column to be cast, add and average all the detection heights to obtain the detection height mean JGJi, and calculate the detection height variance JGFi of the foundation column to be cast by the formula, which is specifically: ; Step S205, obtaining a first height threshold by adding the detection height mean value to the detection height variance, and obtaining a second height threshold by subtracting the detection height variance from the detection height mean value; obtaining a height comparison interval corresponding to the foundation column to be cast with the first height threshold as the right endpoint and the second height threshold as the left endpoint; Step S206, subtracting the detected height mean from the multiple detected heights corresponding to the foundation column to be cast one by one and taking the absolute value, to obtain multiple column height differences corresponding to the foundation column to be cast; comparing the column height differences with the height comparison interval; Step S207, if the proportion of the height difference within the column corresponding to the foundation column to be cast that is within the height comparison interval reaches 90%, then the corresponding foundation column to be cast is approximately regarded as a column; The concrete requirement of the corresponding foundation column to be poured is obtained by multiplying the average detection height by the coverage area of the foundation column to be poured; Step S208: If the proportion of the height difference in the column corresponding to the foundation column to be cast that is within the height comparison interval is less than 90%, it is determined that the corresponding foundation column to be cast is composed of an irregular object. The volume of the irregular object is as follows: Figure 2 As shown, it is between Case 1 and Case 2; The first concrete requirement YHXQi corresponding to the first situation of the foundation column to be poured is calculated by the formula: ; In the formula, JDHi (min) is the minimum value of the detection height, and JDHi (mxa) is the maximum value of the detection height; Then the second concrete requirement EHXQi corresponding to the second situation of the foundation column to be poured is calculated by the formula: ; Step S209, making a casting mold corresponding to the foundation column to be cast according to the coverage range corresponding to the foundation column to be cast, and fixing the casting mold at a position corresponding to the foundation column to be cast; Step S210, pouring concrete into the casting mold, the amount of concrete used reaches the concrete demand, and the casting is deemed to be completed, using a vibrator to work the concrete in the casting mold for a certain period of time, and then smoothing out the rough surface; It should be noted that if the foundation column to be poured is an irregular object, the pouring is deemed to be completed when the amount of concrete used is between the first concrete requirement and the second concrete requirement; The safety and durability of a building are closely related to the quality of its foundation. The precise proportion of foundation concrete can ensure the structural stability of the building and prevent potential safety hazards caused by foundation problems. Smoothing out the rough surface refers to the surface treatment of concrete during construction to make it flat and smooth, but without further finishing or decoration, to form a rough surface effect similar to the rough surface. Step S211, when all the foundation columns to be cast are cast, it is determined that the first casting construction is cast.
[0020] Step S3, after the first pouring construction building is poured, concrete is poured for the second pouring construction building according to the second pouring construction drawing; In this embodiment, step S3 includes the following sub-steps: Step S31, obtaining the inclination angle value, ground shape and ground area of the second casting ground according to the second casting construction drawing, if the inclination angle value is zero, the second casting ground is recorded as the second casting plane, if the inclination angle value is not zero, the second casting ground is recorded as the second casting slope; The inclination angle value refers to the acute angle between the second casting surface and the horizontal plane; Step S32, for the second casting plane, obtaining the height to be cast corresponding to the second casting plane, making a casting mold corresponding to the second casting plane according to the height to be cast and the ground shape, and placing the casting mold at the location of the second casting plane; If the height to be poured is less than or equal to the pouring height threshold, the concrete is poured into the pouring mold, and multiple vibrators are used to continuously vibrate the concrete in the pouring mold until the height of the concrete reaches the highest point of the pouring mold, and then the surface is smoothed out, and the second pouring construction building is deemed to be poured; Step S33, if the height to be poured is greater than the pouring height threshold, the number of pouring layers corresponding to the second pouring plane is obtained by dividing the height to be poured by the pouring threshold; Step S34, obtaining the layer height of each casting layer by dividing the height to be cast by the number of casting layers, placing the casting sub-mold at the location of the second casting plane according to the casting sub-mold made according to the layer height and the ground shape, and pouring concrete into the casting mold, while continuously vibrating the concrete in the casting mold with multiple vibrating rods until the height of the concrete reaches the highest point of the casting mold, and then smoothing out the rough surface; Step S35, lifting the casting sub-mold so that the bottom of the casting sub-mold and the rough surface smoothed in step S34 are located in the same plane, and then repeating the concrete pouring process described in step S34 until the height of the concrete above the second casting plane reaches the height to be poured, and the second casting construction building is deemed to be cast; Step S36, as Figure 3 As shown, for the second pouring slope, the height to be poured is obtained, a pouring mold corresponding to the second pouring slope is made according to the height to be poured and the ground shape, and the pouring mold is placed at the location of the second pouring slope; Step S37, pouring concrete into the casting mold to form an initial boundary layer, wherein the initial boundary layer is parallel to the second casting slope; Step S38, smoothing the initial boundary layer to produce a rough surface, and then pouring concrete with a thickness of HD on the initial boundary layer to form a first boundary layer, wherein the first boundary layer is parallel to the second pouring slope; Step S39, and so on, until the concrete is poured to the second pouring slope, the second pouring slope is smoothed to reveal a rough surface, and the pouring of the second pouring construction is deemed completed.
[0021] Step S4, after the second pouring construction building is poured, pouring the third pouring construction building according to the third pouring construction drawing; In this embodiment, step S4 specifically includes the following sub-steps: Step S41, obtaining the wall length, wall width and wall height of the third pouring construction building corresponding to the third pouring construction drawing; Step S42, making a casting mold of the third casting construction building according to the wall length, wall width and wall height of the third casting construction building, and placing the casting mold at the location of the third casting construction building; Step S43, dividing the wall length and the wall width by the standard pouring height respectively to obtain the length component of the number of vibrating rods and the width component of the number of vibrating rods, and obtaining the corresponding predicted number of vibrations by multiplying the length component of the number of vibrating rods by the width component of the number of vibrating rods; In this embodiment, the preferred value of the standard pouring height is 50 cm; Step S44, laying a layer of mortar with a height equal to the standard vibrating height in the casting mold, and smoothing the mortar to produce a rough surface; in this embodiment, the preferred value of the standard vibrating height is one-tenth of the standard casting height; Step S45, as Figure 4-Figure 5 As shown, concrete is poured from a position higher than the mortar, the pouring height of the concrete is the standard pouring height, and then the vibrating rod is placed at a position higher than the first vibrating height of the mortar for vibrating until the height of the concrete reaches the standard pouring height; wherein the first vibrating height = the standard pouring height - the standard vibrating height; Step S46, obtaining the coagulation time of concrete and the standard vibration time of the vibrating rod, dividing the coagulation time by the standard vibration time to obtain the required number of vibrations; and then dividing the predicted number of vibrations by the required number of vibrations to obtain the required number of vibrating rods; It should be noted that if the value of the required number of vibrators is not an integer, the value of the required number of vibrators is rounded up; the coagulation time of concrete is related to the mix ratio of concrete and environmental factors, which are known by default in this embodiment; the standard vibration time of the vibrator refers to the time required for the vibrator to complete a process of vibration work; Step S47, moving the vibrating rod in the direction of concrete flow, and each moving distance is the standard pouring height; Step S48, pouring concrete from a position higher than twice the standard pouring height of the mortar, and placing a vibrating rod at a position higher than the second vibrating height of the mortar for vibrating until the height of the concrete reaches twice the standard pouring height; wherein the second vibrating height = 2×standard pouring height-standard vibrating height; This process is repeated until the concrete reaches the wall height, and then the concrete is smoothed to a rough surface, and the third construction building is considered to be completed; It should be noted that, for high-rise buildings, after step S4 is completed, the ground pouring process described in step S3 is then executed, and the above steps are repeated until the pouring construction of the building to be poured is completed; In this application, if corresponding calculation formulas appear, the above calculation formulas are all dimensionless and take their numerical calculations. The weight coefficients, proportional coefficients and other coefficients in the formulas are set to a result value obtained by quantifying each parameter. The size of the weight coefficient and the proportional coefficient can be determined as long as it does not affect the proportional relationship between the parameter and the result value.
[0022] Example 2: Figure 6 As shown, based on another concept of the same invention, an environmentally adaptive concrete construction scheme optimization system is now proposed, comprising: The collection module is used to collect the construction schematic diagram corresponding to the target building and analyze the construction schematic diagram of the target building to obtain the first pouring construction drawing, the second pouring construction drawing and the third pouring construction drawing corresponding to the target building: A pouring module, comprising a first pouring unit, a second pouring unit and a third pouring unit; A first pouring unit is used to pour concrete for the first pouring construction building according to the first pouring construction drawing; The second pouring unit is used to pour concrete for the second pouring construction building according to the second pouring construction drawing after the pouring of the first pouring construction building is completed; The third pouring unit is used to pour the third pouring construction building according to the third pouring construction drawing after the second pouring construction building is poured.
[0023] The preferred embodiments of the present invention disclosed above are only used to help explain the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present invention, so that those skilled in the art can understand and use the present invention well. The present invention is limited only by the claims and their full scope and equivalents.
Claims
1. An environmentally adaptive concrete construction scheme optimization method, characterized in that: The method comprises the following steps: Step S1, collecting a construction schematic diagram corresponding to a target building and analyzing the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; Step S2, pouring concrete for the first pouring construction building according to the first pouring construction drawing; Step S3, after the first pouring construction building is poured, concrete is poured for the second pouring construction building according to the second pouring construction drawing; Step S4, after the second pouring construction building is poured, the third pouring construction building is poured according to the third pouring construction drawing.
2. The method for optimizing an environmentally-adaptable concrete construction scheme according to claim 1, characterized in that: The step S1 includes the following sub-steps: Step S11, obtaining a construction schematic diagram corresponding to the target building; Step S12, segmenting the construction schematic diagram of the target building to obtain a first pouring construction drawing, a second pouring construction drawing, and a third pouring construction drawing corresponding to the target building; Among them, the first pouring construction drawing is a three-dimensional structural drawing of the foundation part, the second pouring construction drawing is a three-dimensional structural drawing of the ground part, and the third pouring construction drawing is a three-dimensional structural drawing of the wall part.
3. The method for optimizing an environmentally-adaptable concrete construction scheme according to claim 2, characterized in that: The step S2 includes the following sub-steps: Step S201, cleaning the foundation surface corresponding to the first pouring construction building; Step S202, obtaining the coverage areas DFMi of a plurality of foundation columns to be cast according to the first casting construction drawing, where i is the number of the foundation column to be cast, i is i=1, 2, ..., z, and z is a positive integer; Step S203, selecting a plurality of height detection points j on the bottom surface of each foundation column to be cast, where j is the number of the height detection point in the foundation column to be cast, j=1, 2, ..., x, where x is a positive integer; Step S204, measure the detection height JGDij from the height detection point to the horizontal plane where the ground is located, and in the same foundation column to be cast, add and average all the detection heights to obtain the detection height mean JGJi, and calculate the detection height variance JGFi of the foundation column to be cast by the formula, which is specifically: ； Step S205, obtaining a first height threshold by adding the detection height mean value to the detection height variance, and obtaining a second height threshold by subtracting the detection height variance from the detection height mean value; obtaining a height comparison interval corresponding to the foundation column to be cast with the first height threshold as the right endpoint and the second height threshold as the left endpoint; Step S206, subtracting the detected height mean from the multiple detected heights corresponding to the foundation columns to be cast one by one and taking the absolute value, to obtain multiple column height differences corresponding to the foundation columns to be cast; and comparing the column height differences with the height comparison interval.
4. The method for optimizing an environmentally adaptive concrete construction scheme according to claim 3, characterized in that: The step S2 further comprises the following sub-steps: Step S207, if the ratio of the height difference in the column corresponding to the foundation column to be cast that is within the height comparison interval is greater than or equal to the ratio threshold, the corresponding foundation column to be cast is regarded as a column; The concrete requirement of the corresponding foundation column to be poured is obtained by multiplying the average detection height by the coverage area of the foundation column to be poured; Step S208, if the height difference within the column corresponding to the foundation column to be cast is less than the ratio threshold value within the height comparison interval, then the corresponding foundation column to be cast is an irregular object; The first concrete requirement YHXQi corresponding to the first situation of the foundation column to be poured is calculated by the formula: ; In the formula, JDHi (min) is the minimum value of the detection height, and JDHi (mxa) is the maximum value of the detection height; Then the second concrete requirement EHXQi corresponding to the second situation of the foundation column to be poured is calculated by the formula: ； Step S209, making a casting mold corresponding to the foundation column to be cast according to the coverage range corresponding to the foundation column to be cast, and fixing the casting mold at a position corresponding to the foundation column to be cast; Step S210, pouring concrete into the casting mold, the amount of concrete used reaches the concrete demand, and the casting is deemed to be completed, using a vibrator to work the concrete in the casting mold for a certain period of time, and then smoothing out the rough surface; Step S211, when all the foundation columns to be cast are cast, it is determined that the first casting construction is cast.
5. The method for optimizing an environmentally-adaptable concrete construction scheme according to claim 4, characterized in that: The step S3 includes the following sub-steps: Step S31, obtaining the inclination angle value, ground shape and ground area of the second casting ground according to the second casting construction drawing, if the inclination angle value is zero, the second casting ground is recorded as the second casting plane, if the inclination angle value is not zero, the second casting ground is recorded as the second casting slope; The inclination angle value refers to the acute angle between the second casting surface and the horizontal plane; Step S32, for the second casting plane, obtaining the height to be cast corresponding to the second casting plane, making a casting mold corresponding to the second casting plane according to the height to be cast and the ground shape, and placing the casting mold at the location of the second casting plane; If the height to be poured is less than or equal to the pouring height threshold, the concrete is poured into the pouring mold, and multiple vibrators are used to continuously vibrate the concrete in the pouring mold until the height of the concrete reaches the highest point of the pouring mold, and then the surface is smoothed out, and the second pouring construction building is deemed to be poured; Step S33, if the height to be poured is greater than the pouring height threshold, the number of pouring layers corresponding to the second pouring plane is obtained by dividing the height to be poured by the pouring threshold; Step S34, obtain the layer height of each casting layer by dividing the height to be cast by the number of casting layers, place the casting sub-mold at the location of the second casting plane according to the casting sub-mold made according to the layer height and the ground shape, and pour concrete into the casting mold. At the same time, use multiple vibrating rods to continuously vibrate the concrete in the casting mold until the height of the concrete reaches the highest point of the casting mold, and then smooth out the rough surface.
6. The method for optimizing an environmentally adaptive concrete construction plan according to claim 5, characterized in that: The step S3 further comprises the following sub-steps: Step S35, lifting the casting sub-mold so that the bottom of the casting sub-mold and the rough surface smoothed in step S34 are located in the same plane, and then repeating the concrete pouring process described in step S34 until the height of the concrete above the second casting plane reaches the height to be poured, and the second casting construction building is deemed to be cast; Step S36, for the second pouring slope, obtain the height to be poured, make a pouring mold corresponding to the second pouring slope according to the height to be poured and the ground shape, and place the pouring mold at the location of the second pouring slope; Step S37, pouring concrete into the casting mold to form an initial boundary layer, wherein the initial boundary layer is parallel to the second casting slope; Step S38, smoothing the initial boundary layer to produce a rough surface, and then pouring concrete with a thickness of HD on the initial boundary layer to form a first boundary layer, wherein the first boundary layer is parallel to the second pouring slope; Step S39, and so on, until the concrete is poured to the second pouring slope, the second pouring slope is smoothed to reveal a rough surface, and the pouring of the second pouring construction is deemed completed.
7. The method for optimizing an environmentally-adaptable concrete construction scheme according to claim 6, characterized in that: The step S4 includes the following sub-steps: Step S41, obtaining the wall length, wall width and wall height of the third pouring construction building corresponding to the third pouring construction drawing; Step S42, making a casting mold of the third casting construction building according to the wall length, wall width and wall height of the third casting construction building, and placing the casting mold at the location of the third casting construction building; Step S43, dividing the wall length and the wall width by the standard pouring height respectively to obtain the length component of the number of vibrating rods and the width component of the number of vibrating rods, and obtaining the corresponding predicted number of vibrations by multiplying the length component of the number of vibrating rods by the width component of the number of vibrating rods; Step S44, laying a layer of mortar with a height equal to the standard vibration height in the casting mold, and smoothing the mortar to produce a rough surface.
8. The method for optimizing an environmentally adaptive concrete construction plan according to claim 7, characterized in that: The step S4 includes the following sub-steps: Step S45, pouring concrete from a position higher than the mortar, the pouring height of the concrete is the standard pouring height, and then placing a vibrating rod at a position higher than the first vibrating height of the mortar for vibrating until the height of the concrete reaches the standard pouring height; Step S46, obtaining the coagulation time of concrete and the standard vibration time of the vibrating rod, dividing the coagulation time by the standard vibration time to obtain the required number of vibrations; and then dividing the predicted number of vibrations by the required number of vibrations to obtain the required number of vibrating rods; Step S47, moving the vibrating rod in the direction of concrete flow, and each moving distance is the standard pouring height; Step S48, pouring concrete from a position higher than twice the standard pouring height of the mortar, and placing a vibrating rod at a position higher than the second vibrating height of the mortar for vibrating until the height of the concrete reaches twice the standard pouring height; This process is repeated until the concrete reaches the wall height, and then the concrete is smoothed to create a rough surface, and the third construction project is considered completed.
9. The method for optimizing an environmentally-adaptable concrete construction scheme according to claim 8, characterized in that: The first vibration height = standard pouring height - standard vibration height; The second vibration height = 2×standard pouring height-standard vibration height.
10. An environmentally adaptive concrete construction scheme optimization system, characterized in that: In combination with an environmentally adaptive concrete construction scheme optimization method according to any one of claims 1 to 9, the method comprises: The collection module is used to collect the construction schematic diagram corresponding to the target building and analyze the construction schematic diagram of the target building to obtain the first pouring construction drawing, the second pouring construction drawing and the third pouring construction drawing corresponding to the target building: A pouring module, comprising a first pouring unit, a second pouring unit and a third pouring unit; A first pouring unit is used to pour concrete for the first pouring construction building according to the first pouring construction drawing; The second pouring unit is used to pour concrete for the second pouring construction building according to the second pouring construction drawing after the pouring of the first pouring construction building is completed; The third pouring unit is used to pour the third pouring construction building according to the third pouring construction drawing after the second pouring construction building is poured.