CN112734140A - Construction material storage optimization method and system - Google Patents
Construction material storage optimization method and system Download PDFInfo
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- CN112734140A CN112734140A CN202110126701.XA CN202110126701A CN112734140A CN 112734140 A CN112734140 A CN 112734140A CN 202110126701 A CN202110126701 A CN 202110126701A CN 112734140 A CN112734140 A CN 112734140A
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Abstract
The invention discloses a construction material storage optimization method and a system, wherein the method comprises the following steps: acquiring storage information of construction materials in a construction area, wherein the storage information comprises construction material classification information, construction material storage position information and construction material stacking information; calculating the rationality of construction material classification, the rationality of construction material storage positions and the rationality of construction material stacking in a construction area according to the storage information of the construction materials; the classification or storage location or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storage location and/or the rationality of the construction material stacking. The invention solves the problems of how to detect the stacking condition of the construction materials in the current construction area and effectively optimize the classified stacking position of the construction materials.
Description
Technical Field
The invention belongs to the technical field of intelligent buildings, and particularly relates to a construction material storage optimization method and system.
Background
The construction materials in the existing construction site are piled up by each construction unit according to the construction requirements. The prior art related to construction material stacking, for example, chinese patent publication No. CN111550171A, an assembly type construction material stacking apparatus capable of adjusting storage space, includes a stacking base, a stacking cover, a rolling door assembly, a self-locking assembly, a hydraulic cylinder and a limiting plate, wherein the hydraulic cylinder is fixedly connected to the inner wall of one side of the stacking base, the stacking cover is fixedly connected to the outer wall of one end of an output shaft of the hydraulic cylinder, and the rolling door assembly is mounted on the outer wall of one side of the stacking cover; adopt rolling up shutter door subassembly and auto-lock subassembly, backup pad, first axis of rotation, first spring and the cooperation of rolling up the curtain in the rolling up shutter door subassembly, when making this stacking device can adjust parking space, conveniently guarantee this stacking device's closure, through the use of rolling up the door, reduced occupation space.
The technical scheme is an improved technology for the construction material stacking device. However, the above solutions cannot effectively detect the stacking condition of the construction materials in the current construction area and perform effective optimization. At present, no technical scheme for detecting the stacking condition of the construction materials in the current construction area and effectively optimizing the classified stacking positions of the construction materials exists, and therefore a construction material storage optimization method and system are provided.
Disclosure of Invention
In order to solve the problems, the invention provides a construction material storage optimization method and a construction material storage optimization system.
The construction material storage optimization method is characterized by comprising the following steps:
acquiring storage information of construction materials in a construction area, wherein the storage information comprises construction material classification information, construction material storage position information and construction material stacking information;
calculating the rationality of construction material classification, the rationality of construction material storage positions and the rationality of construction material stacking in a construction area according to the storage information of the construction materials;
the classification or storage location or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storage location and/or the rationality of the construction material stacking.
Preferably, the construction material classification information includes any one or more combination of information classified according to kinds of construction raw materials or prefabricated members, information classified according to sizes of construction raw materials or prefabricated members, information classified according to material characteristics of construction raw materials or prefabricated members, and information classified according to material interactions of construction raw materials or prefabricated members.
Preferably, the construction material storage location information includes any one or more of area range information in which the construction material is stored within the construction area, distance information of a location where the construction material is stored from the construction location, and road information around the location where the construction material is stored.
Preferably, the construction material stacking information includes any one or more of overall height information after the construction material stacking, height difference information after the construction material stacking according to layers, occupied area information after the construction material stacking, stability information of a construction material stacking structure, and construction material stacking time.
Preferably, the rationality of the construction material classification in the construction area is a rationality value of the construction material classification calculated according to the completion degree of the construction material classification and/or the usage relevance degree of different kinds of construction materials and/or the usage relevance degree of different sizes of construction materials.
Preferably, the rationality of the construction material storage location is a value for calculating the rationality of the construction material storage location according to the distance of the construction material from the construction location and/or the order of use of the construction material and/or the blockages formed between the construction material storage locations.
Preferably, the rationality of the construction material stack is a rationality value of the construction material stack calculated from a construction material stack height and/or a construction material multi-level stack height difference and/or stability of a construction material stack structure.
Preferably, the classifying or storing position or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storing position and/or the rationality of the construction material stacking, including the steps of:
calculating a storage rationality value of the construction materials according to the rationality of the classification of the construction materials and/or the rationality of the storage positions of the construction materials and/or the rationality of the stacking of the construction materials;
when the storage rationality value of the construction materials is smaller than a preset storage rationality threshold value, judging that the storage of the construction materials needs to be optimized;
the classification of the construction materials and/or the change of the storage location of the construction materials and/or the change of the stacking condition of the construction materials are adjusted according to the rationality of the classification of the construction materials and/or the rationality of the storage location of the construction materials and/or the deviation value of the rationality of the stacking of the construction materials from the rationality threshold.
A computer-readable storage medium storing a computer program for electronic data exchange, wherein the computer program causes a computer to perform the above method.
A construction material storage optimization system, characterized by comprising:
a set of sensors; the system comprises a data processing module, a data processing module and a data processing module, wherein the data processing module is used for detecting storage information of construction materials in a construction area;
a processor;
a memory;
and
one or more programs, wherein the one or more programs are stored in the memory and configured to be executed by the processor, the programs causing the computer to perform the method described above.
The method and the system have the advantages that:
(1) according to the classification information of the construction materials in the construction area, the information of the storage positions of the construction materials and the stacking information of the construction materials, the classification reasonability of the construction materials in the construction area, the reasonability of the storage positions of the construction materials and the reasonability of the stacking of the construction materials are calculated, and the storage safety, the storage convenience, the taking convenience and the taking safety of the construction materials in the construction area can be effectively evaluated from multiple dimensions.
(2) The classification or storage position or stacking condition of the construction materials is optimized according to the classification rationality of the construction materials and/or the rationality of the storage position of the construction materials and/or the rationality of stacking the construction materials, the storage can be effectively optimized according to the storage problem of the current construction materials, and the storage safety and the taking efficiency of the construction materials are improved.
Drawings
FIG. 1 is a flow chart of the steps of a method for optimizing the storage of construction materials according to an embodiment of the present invention;
FIG. 2 is a block diagram of a construction material storage optimization system according to an embodiment of the present invention.
Detailed Description
The following describes in detail preferred embodiments of the present invention.
The construction material storage optimization method can be applied to different application scenes, such as assembly type building construction, traditional building construction, bridge repair and road repair and the like, and different ways of acquiring the construction material storage information in the construction area are different according to different application scenes.
The embodiment of the construction material storage optimization method is characterized in that:
acquiring storage information of construction materials in a construction area, wherein the storage information comprises construction material classification information, construction material storage position information and construction material stacking information;
calculating the rationality of construction material classification, the rationality of construction material storage positions and the rationality of construction material stacking in a construction area according to the storage information of the construction materials;
the classification or storage location or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storage location and/or the rationality of the construction material stacking.
Preferably, the construction material classification information includes any one or more combination of information classified according to kinds of construction raw materials or prefabricated members, information classified according to sizes of construction raw materials or prefabricated members, information classified according to material characteristics of construction raw materials or prefabricated members, and information classified according to material interactions of construction raw materials or prefabricated members. In this embodiment, different application scenarios, such as assembly building construction, traditional building construction, bridge repair, road repair, and the like, have different construction material classification rules, and the construction materials are classified according to the different classification rules, where the construction material classification information includes any one or more of information classified according to the types of the construction raw materials or prefabricated members, information classified according to the sizes of the construction raw materials or prefabricated members, information classified according to the material characteristics of the construction raw materials or prefabricated members, and information classified according to the material interactions of the construction raw materials or prefabricated members.
Preferably, the construction material storage location information includes any one or more of area range information in which the construction material is stored within the construction area, distance information of a location where the construction material is stored from the construction location, and road information around the location where the construction material is stored. In this embodiment, different application scenarios, such as assembly building construction, traditional building construction, bridge repair, road repair, and the like, have different requirements on the storage location of the construction material, and the construction material is stored according to the different requirements on the storage location, where the information on the storage location of the construction material includes any one or more of area range information stored in the construction area of the construction material, distance information between the storage location of the construction material and the construction location, and road information around the storage location of the construction material.
Preferably, the construction material stacking information includes any one or more of overall height information after the construction material stacking, height difference information after the construction material stacking according to layers, occupied area information after the construction material stacking, stability information of a construction material stacking structure, and construction material stacking time. In this embodiment, different application scenarios, such as assembly building construction, traditional building construction, bridge repair, road repair, and the like, have different stacking requirements for the construction materials, and the construction materials are stored according to the different stacking requirements, where the stacking information for the construction materials includes any one or more of overall height information after stacking the construction materials, height difference information after stacking the construction materials according to layers, occupied area information after stacking the construction materials, stability information of a stacking structure of the construction materials, and stacking time of the construction materials.
Preferably, the rationality of the construction material classification in the construction area is a rationality value of the construction material classification calculated according to the completion degree of the construction material classification and/or the usage relevance degree of different kinds of construction materials and/or the usage relevance degree of different sizes of construction materials. In the embodiment, the progress of classification of various construction materials in the construction area is detected, and the rationality value of the classification of the construction materials is calculated according to the completion progress of the classification of the construction materials (the higher the completion progress of the classification is, the larger the rationality value of the classification is); in another embodiment, the use relevance of different kinds of construction materials in the construction area is detected, the use relevance is any one or more of the relevance of use, the relevance of characteristics and the relevance of interaction, and the rationality value of the construction material classification is calculated according to the use relevance of the different kinds of construction materials (the rationality value of the classification is larger when the use relevance is larger); in another embodiment, the using relevance of construction materials with different sizes in the construction area is detected, and the rationality value of the construction material classification is calculated according to the using relevance of the construction materials with different sizes (the rationality value of the classification is larger when the using relevance is larger); in another embodiment, the rationality value of the construction material classification is calculated by combining the completion progress of the construction material classification and the positive correlation between the use correlation of different kinds of construction materials and the rationality value; in another embodiment, the rationality value of the construction material classification is calculated by combining the completion progress of the construction material classification and the positive correlation between the usage correlation of the construction materials of different sizes and the rationality value; in another embodiment, the rationality value of the construction material classification is calculated through the use relevance of different types of construction materials and the positive correlation between the use relevance of the construction materials with different sizes and the rationality value; in another embodiment, the rationality value of the construction material classification is calculated by combining the completion progress of the construction material classification and the usage correlation of different kinds of construction materials and the positive correlation of the usage correlation of construction materials of different sizes with the rationality value.
Preferably, the rationality of the construction material storage location is a value for calculating the rationality of the construction material storage location according to the distance of the construction material from the construction location and/or the order of use of the construction material and/or the blockages formed between the construction material storage locations. In this embodiment, the distance between the construction material and the construction position where the construction material is used is detected, and the rationality value of the storage position of the construction material is calculated from the distance between the construction material and the construction position (the smaller the distance, the larger the rationality value of the storage position); in another embodiment, a use sequence of construction materials is detected, and a rationality value of the construction material storage locations is calculated according to a deviation value of the storage location sequence of the construction materials from the use sequence (the smaller the deviation value is, the larger the rationality value of the storage locations is); in another embodiment, a degree of blockage formed between the construction material storage locations is detected, and a rationality value of the construction material storage locations is calculated according to the degree of blockage between different construction materials (the smaller the degree of blockage, the larger the rationality value of the storage locations); in another embodiment, the rationality value of the construction material storage location is calculated by combining the distance of the construction material from the construction location and the negative correlation of the usage sequence deviation value of the construction material with the rationality value; in another embodiment, the rationality value of the construction material storage location is calculated by combining the distance of the construction material from the construction location and the negative correlation of the degree of blockage between different construction materials with the rationality value; in another embodiment, the rationality value of the construction material storage location is calculated by combining the usage sequence deviation value of the construction materials and a negative correlation of the blocking degree between different construction materials with the rationality value; in another embodiment, the rationality value of the construction material storage location is calculated by combining the distance of the construction material from the construction location and the usage sequence deviation value of the construction material and the negative correlation of the blocking degree between different construction materials and the rationality value.
Preferably, the rationality of the construction material stack is a rationality value of the construction material stack calculated from a construction material stack height and/or a construction material multi-level stack height difference and/or stability of a construction material stack structure. In this embodiment, the average stacking height or the maximum stacking height of the construction material is used as the stacking height of the construction material, and the rationality value of the construction material stack is calculated according to the stacking height of the construction material (the smaller the stacking height, the larger the rationality value of the stack); in another embodiment, a height difference (average height difference of different levels) of the construction material multi-level stack is detected, and a rationality value of the construction material stack is calculated according to the height difference of the construction material multi-level stack (the smaller the height difference is, the larger the rationality value of the stack is); in another embodiment, stability of the construction material stack structure is detected, the stability value is any one or a combination of a shaking degree and a gravity center shift degree, and a rationality value of the construction material stack is calculated according to the stability of the construction material stack structure (the higher the stability is, the larger the rationality value of the stack is); in another embodiment, the rationality value of the construction material stack is calculated by combining the stack height value of the construction material and a negative correlation of the height difference of the construction material multi-level stack and the rationality value; in another embodiment, the rationality value of the construction material stack is calculated by combining a negative correlation of the stack height value of the construction material with the rationality value and a positive correlation of the stability of the construction material stack structure with the rationality value; in another embodiment, the rationality value of the construction material stack is calculated by combining a negative correlation of a height difference of the construction material multi-level stack with the rationality value and a positive correlation of the stability of the construction material stack structure with the rationality value; in another embodiment, the rationality value of the construction material stack is calculated by combining the stack height value of the construction material and the negative correlation of the height difference of the construction material multi-level stack with the rationality value and the positive correlation of the stability of the construction material stack structure with the rationality value.
Preferably, the classifying or storing position or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storing position and/or the rationality of the construction material stacking, including the steps of:
calculating a storage rationality value of the construction materials according to the rationality of the classification of the construction materials and/or the rationality of the storage positions of the construction materials and/or the rationality of the stacking of the construction materials;
when the storage rationality value of the construction materials is smaller than a preset storage rationality threshold value, judging that the storage of the construction materials needs to be optimized;
the classification of the construction materials and/or the change of the storage location of the construction materials and/or the change of the stacking condition of the construction materials are adjusted according to the rationality of the classification of the construction materials and/or the rationality of the storage location of the construction materials and/or the deviation value of the rationality of the stacking of the construction materials from the rationality threshold.
In this embodiment, the calculating of the storage rationality value of the construction material according to the rationality of the classification of the construction material and/or the rationality of the storage position of the construction material and/or the rationality of the stacking of the construction material is performed by obtaining the rationality value of the classification of the construction material, the rationality value of the storage position of the construction material, and the rationality value of the stacking of the construction material according to any one of the calculation methods of the above embodiments, and calculating the storage rationality value of the construction material according to the positive correlation between the storage rationality value and the rationality value of the classification of the construction material, the positive correlation between the storage rationality value and the rationality value of the storage position of the construction material, and the positive correlation between the storage rationality value and the.
A1 to a7 in table a show different embodiments of calculating the storage rationality value of the construction materials, wherein the rationality value a of the construction material classification, the rationality value b of the construction material storage position, and the rationality value c of the construction material stacking referred to in table a are obtained using the formulas in the above embodiments.
TABLE A different embodiments for calculating the storage rationality value of a construction material
In this embodiment, different storage rationality thresholds y are set in different application scenarios, such as assembly type building construction, traditional building construction, bridge repair, road repair, and the like, and for example, the storage rationality threshold y of the assembly type building is 0.9.
Determining that the construction material storage needs to be optimized, where x is 0.89, y is 0.9, and x is < y, where x is obtained from any one of tables a (e.g., a 7);
the rationality value a of the construction material classification corresponding thereto is 0.9, the rationality value b of the construction material storage position is 0.8, and the rationality value c of the construction material stack is 1, wherein the rationality value b of the construction material storage position is<y, calculating the deviation value between the rationality value b of the construction material storage position and the rationality threshold value y to be 0.1 according to a calculation formula of the rationality value of the construction material storage positionThe distance to be moved is calculated to be 8 meters, that is, the construction material storage position needs to be moved 8 meters toward the construction position using the construction material.
A computer-readable storage medium storing a computer program for electronic data exchange, wherein the computer program causes a computer to perform the above method.
A construction material storage optimization system, schematically shown in fig. 2, comprising:
a set of sensors; the system comprises a data processing module, a data processing module and a data processing module, wherein the data processing module is used for detecting storage information of construction materials in a construction area;
a processor;
a memory;
and
one or more programs, wherein the one or more programs are stored in the memory and configured to be executed by the processor, the programs causing the computer to perform the above-described method.
Of course, those skilled in the art should realize that the above embodiments are only used for illustrating the present invention, and not as a limitation to the present invention, and that the changes and modifications of the above embodiments will fall within the protection scope of the present invention as long as they are within the scope of the present invention.
Claims (10)
1. A construction material storage optimization method is characterized by comprising the following steps:
acquiring storage information of construction materials in a construction area, wherein the storage information comprises construction material classification information, construction material storage position information and construction material stacking information;
calculating the rationality of construction material classification, the rationality of construction material storage positions and the rationality of construction material stacking in a construction area according to the storage information of the construction materials;
the classification or storage location or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storage location and/or the rationality of the construction material stacking.
2. The construction material storage optimization method according to claim 1, wherein the construction material classification information includes any one or more of information classified according to a kind of the construction raw material or the preform, information classified according to a size of the construction raw material or the preform, information classified according to a material property of the construction raw material or the preform, and information classified according to a material interaction of the construction raw material or the preform.
3. The construction material storage optimization method according to claim 1, wherein the construction material storage location information includes any one or more of combination of area range information in which construction materials are stored within a construction area, distance information of a location where construction materials are stored from a construction location, and road information around the location where construction materials are stored.
4. The method for optimizing storage of construction materials according to claim 1, wherein the construction material stacking information includes any one or more of combination of overall height information after stacking construction materials, height difference information after stacking construction materials in layers, occupied area information after stacking construction materials, stability information of a construction material stacking structure, and construction material stacking time.
5. The construction material storage optimization method according to claim 1, wherein the rationality of the classification of the construction materials in the construction area is a rationality value calculated from the degree of completion of the classification of the construction materials and/or the degree of use correlation of different kinds of construction materials and/or the degree of use correlation of construction materials of different sizes.
6. The construction material storage optimization method according to claim 1, wherein the rationality of the construction material storage location is a rationality value calculated from a distance of the construction material from the construction location and/or a use order of the construction material and/or a blockade formed between the construction material storage locations.
7. The construction material storage optimization method according to claim 1, wherein the rationality of the construction material stack is a rationality value of the construction material stack calculated from a construction material stack height and/or a construction material multi-level stack height difference and/or a stability of a construction material stack structure.
8. The construction material storage optimization method according to claim 1, wherein the classification or storage location or stacking condition of the construction materials is optimized according to the rationality of the classification of the construction materials and/or the rationality of the construction material storage location and/or the rationality of the construction material stacking, comprising the steps of:
calculating a storage rationality value of the construction materials according to the rationality of the classification of the construction materials and/or the rationality of the storage positions of the construction materials and/or the rationality of the stacking of the construction materials;
when the storage rationality value of the construction materials is smaller than a preset storage rationality threshold value, judging that the storage of the construction materials needs to be optimized;
the classification of the construction materials and/or the change of the storage location of the construction materials and/or the change of the stacking condition of the construction materials are adjusted according to the rationality of the classification of the construction materials and/or the rationality of the storage location of the construction materials and/or the deviation value of the rationality of the stacking of the construction materials from the rationality threshold.
9. A computer-readable storage medium storing a computer program for electronic data exchange, wherein the computer program causes a computer to perform the method according to any one of claims 1-8.
10. A construction material storage optimization system, characterized by comprising:
a set of sensors; the system comprises a data processing module, a data processing module and a data processing module, wherein the data processing module is used for detecting storage information of construction materials in a construction area;
a processor;
a memory;
and
one or more programs, wherein the one or more programs are stored in the memory and configured to be executed by the processor, the programs causing the computer to perform the method of any of claims 1-8.
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CN113516382A (en) * | 2021-06-30 | 2021-10-19 | 南通四建集团有限公司 | Method and device for improving construction efficiency of fabricated building |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN113516382A (en) * | 2021-06-30 | 2021-10-19 | 南通四建集团有限公司 | Method and device for improving construction efficiency of fabricated building |
CN113516382B (en) * | 2021-06-30 | 2024-04-26 | 南通四建集团有限公司 | Method and device for improving construction efficiency of assembled building |
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