CN112182710A - Construction road arrangement method, device and equipment and readable storage medium - Google Patents
Construction road arrangement method, device and equipment and readable storage medium Download PDFInfo
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Abstract
The application discloses a construction road arrangement method, a construction road arrangement device, construction road arrangement equipment and a computer readable storage medium, wherein the method comprises the following steps: acquiring construction information, and establishing a BIM (building information modeling) according to the construction information; configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles; and obtaining a target construction road according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line. According to the technical scheme, the BIM model is more fit to a real construction site through the building of the BIM model and the parameter configuration of the components contained in the BIM model, so that the reasonability and the accuracy of construction road arrangement are improved when a target construction road is obtained according to the parameters of the components and the components, the parameter information of vehicles and an expected construction site passing line.
Description
Technical Field
The present invention relates to the field of digital construction technology for building construction, and more particularly, to a construction road arrangement method, apparatus, device, and computer-readable storage medium.
Background
The construction road is used as a unique path for engineering entities or construction auxiliary materials to be transported to a processing and manufacturing or storage place of a construction site, is also a safe passage for constructors to reach an operation area, and simultaneously must meet certain fire safety requirements, so the reasonability of the arrangement of the construction road has great influence on the construction progress, the safety and the cost of the site.
At present, construction road planning and arrangement are mainly set by means of site survey, design files and the like through experience in a complex environment, management blind areas are easily caused, and the situations that vehicles cannot go back and come out after entering a field, turning radius of intersections is insufficient and other objects are touched or the vehicles run out of the road, two vehicles cannot meet the road to pass due to insufficient comprehensive consideration can be caused, so that congestion is caused, and potential safety hazards are improved.
In summary, how to improve the rationality of the arrangement of the construction roads is a technical problem to be solved urgently by the technical personnel in the field at present.
Disclosure of Invention
In view of the above, an object of the present application is to provide a construction road arrangement method, apparatus, device and computer readable storage medium for improving the rationality of construction road arrangement.
In order to achieve the above purpose, the present application provides the following technical solutions:
a construction road arranging method comprising:
acquiring construction information, and establishing a BIM (building information modeling) according to the construction information;
configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles;
and obtaining a target construction road according to the component, the parameters of the component, the parameter information of the vehicle and an expected construction site passing line.
Preferably, obtaining the target construction road according to the member, the parameter of the member, the parameter information of the vehicle, and an expected construction site passing route includes:
generating an initial construction road in the BIM according to the construction site passing line;
judging whether the initial construction road meets the traffic demand or not according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
if the modifiable parameters of the initial construction road do not meet the traffic demand, calculating target modifiable parameters according to the parameters and the parameter information, and modifying the initial construction road according to the target modifiable parameters to obtain the target construction road; wherein the modifiable parameters include road width, turning radius.
Preferably, the method further comprises the following steps:
if the non-modifiable parameters of the initial construction road do not meet the traffic demand, prompting, and modifying the initial construction road according to the received initial construction road modification instruction to obtain the target construction road; wherein the non-modifiable parameters include whether to communicate with a target component, carriage return capability, and carrying capacity.
Preferably, when it is determined that the bearing capacity of the initial construction road does not meet the traffic demand, before prompting, the method further includes:
marking the area of the initial construction road, the bearing capacity of which does not meet the traffic demand, so as to obtain a marked area;
accordingly, prompting includes:
and sending a prompt that the initial construction road needs to be reinforced, and displaying the marked area.
Preferably, the method for judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle includes:
judging whether the initial construction road can be connected with a target component in the BIM model, if not, determining that the non-modifiable parameters of the initial construction road do not meet the traffic demand;
determining the vehicle type of each initial construction road needing to pass according to the members of the BIM, calculating and simulating the vehicle returning capacity of the corresponding initial construction road according to the vehicle parameter information corresponding to the vehicle type, and determining that the vehicle returning capacity of the initial construction road does not meet the vehicle passing requirement if the corresponding vehicle cannot return;
checking the bearing capacity of the initial construction road according to the weight of the vehicle corresponding to the initial construction road, and if the bearing capacity of the initial construction road is insufficient, determining that the bearing capacity of the initial construction road does not meet the traffic demand;
and checking the vehicle meeting capacity and the vehicle passing capacity of each vehicle type needing to pass through the initial construction road, and if the road width of the initial construction road is determined to be insufficient or the vehicle passing capacity of the initial construction road is determined not to pass through, determining that the modifiable parameters of the initial construction road do not meet the vehicle passing demand.
Preferably, after modifying the initial construction road according to the target modifiable parameter, the method further comprises:
and judging whether the modified initial construction road touches peripheral members or not, and if so, prompting.
A construction road arranging apparatus comprising:
the building module is used for obtaining construction information and building a BIM (building information modeling) model according to the construction information;
the configuration module is used for configuring parameters for each component in the BIM model and inputting parameter information of various vehicles;
and obtaining a target construction road module, and generating a target construction road according to the component, the parameters of the component, the parameter information of the vehicle and an expected construction site passing line.
Preferably, the obtaining of the target construction road module includes:
the generating unit is used for generating an initial construction road in the BIM according to the construction site passing line;
the judging unit is used for judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
the modification unit is used for calculating a target modifiable parameter according to the parameter if the modifiable parameter of the initial construction road does not meet the traffic demand, and modifying the initial construction road according to the target modifiable parameter to obtain the target construction road; wherein the modifiable parameters include road width, turning radius.
A construction road arranging apparatus comprising:
a memory for storing a computer program;
a processor for implementing the steps of the construction road arranging method as claimed in any one of the above when the computer program is executed.
A computer-readable storage medium, in which a computer program is stored, which, when being executed by a processor, realizes the steps of the construction road arranging method according to any one of the above.
The application provides a construction road arrangement method, a construction road arrangement device, construction road arrangement equipment and a computer readable storage medium, wherein the method comprises the following steps: acquiring construction information, and establishing a BIM (building information modeling) according to the construction information; configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles; and obtaining a target construction road according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line.
According to the technical scheme, the BIM model is built according to the construction information, after the parameters of all components in the BIM model are configured and the parameter information of all vehicles is input, the target construction road is obtained according to the components, the parameters of the components, the parameter information of all vehicles and an expected construction site communication line, the BIM model is made to be more fit with a real construction site through the building of the BIM model and the parameter configuration of the components contained in the BIM model, the rationality and the accuracy of construction road arrangement are improved when the target construction road is obtained according to the parameters of the components, the parameter information of the vehicles and the expected construction site passing line, and the potential safety hazard is further reduced.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, it is obvious that the drawings in the following description are only embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a flowchart of a construction road arrangement method according to an embodiment of the present disclosure;
fig. 2 is a flowchart illustrating a specific implementation of a construction road layout method according to an embodiment of the present disclosure;
FIG. 3 is a schematic diagram of a vehicle turning radius calculation method provided by an embodiment of the present application;
fig. 4 is a schematic view illustrating checking calculation of bearing capacity of a top plate structure of a basement according to an embodiment of the present application;
fig. 5 is a schematic diagram of a BIM model corresponding to a certain construction site according to an embodiment of the present disclosure;
fig. 6 is a schematic structural diagram of a construction road arranging device according to an embodiment of the present application;
fig. 7 is a schematic structural diagram of a construction road arranging apparatus according to an embodiment of the present application.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Referring to fig. 1, which shows a flowchart of a construction road arrangement method provided in an embodiment of the present application, a construction road arrangement method provided in an embodiment of the present application may include:
s11: and acquiring construction information, and establishing a BIM (building information modeling) model according to the construction information.
The construction Information can be obtained according to the design file of site survey and/or construction, and a Building Information model (Building Information model) is established on a third-party BIM platform (including but not limited to CAD, revit, ranio and the like) according to the obtained construction Information, namely, a construction site model corresponding to the construction site is established, wherein the BIM comprises a proposed Building, a surrounding environment (including terrain, an existing road and the like) and construction site plane arrangement except the road, and comprises a gate, a surrounding wall, a yard, a construction elevator, a tower crane and the like.
Referring specifically to fig. 2, which shows a flowchart of a specific implementation of the construction road arrangement method provided in the embodiment of the present application, as can be seen from fig. 2, the BIM model may include a proposed building, an on-site doorway, an on-site fence, an on-site vertical transportation device, a material, a component yard, a processing plant, a material, a component warehouse, a pump truck location, other related facility components, and the like.
S12: parameters are configured for each component in the BIM model, and parameter information of various vehicles is input.
The position parameter information of the members such as a stock yard, a construction elevator, a gate and the like can be reflected in the constructed BIM, but part of parameter information such as the bearing capacity limit of the ground around a foundation pit, the types of vehicles used for transporting materials in each material stock yard and the like cannot be obtained from the BIM, and at the moment, missing parameters can be configured for each member of the BIM, for example: the parameters which cannot be obtained from the BIM model and can be configured with the reinforcement of the structure, the concrete strength and the like are used for calculating the bearing capacity of the structure, and on-site topographic data, entrance and exit data, ground bearing capacity and the like can be configured, specifically as shown in figure 2, the bearing capacity of the constructed structure and the ground, the material consumption of a building, the type of a material transport vehicle, a material transport unloading point, a man car entrance and exit and other related parameters can be set on the BIM model, so that the model information of the BIM model is perfected, and a basis is provided for subsequent calculation and analysis.
While configuring parameters for each component in the BIM model, parameter information of various vehicles may be input, wherein the vehicles mentioned herein are vehicles that are common in engineering. Specifically, common vehicles in engineering include vehicles with different sizes, such as concrete transport vehicles, automobile pumps, truck cranes, ground pumps, dump trucks, semitrailers and the like, so that the requirements of the vehicles on meeting, returning, turning and the like of construction roads are different, and therefore parameter information of various vehicles can be input so as to provide basis for subsequent calculation and analysis, and a target construction road meeting traffic requirements can be obtained conveniently. The parameter information of the vehicle mentioned here may include: length of the vehicle, width of the vehicle, height of the vehicle, empty weight of the vehicle, full weight of the vehicle, wheel spacing of the vehicle, wheel base of the vehicle, etc.
S13: and obtaining a target construction road according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line.
In addition, after the BIM model is established, an expected construction site communication line may be initialized on the basis of the BIM model, and then a target construction road meeting a traffic demand may be calculated according to the components, the parameters of the components, the parameter information of the vehicle, and the expected construction site traffic line, where the traffic demand refers to that the vehicle may reach the target components through the construction road, for example, a storage yard, a processing plant, an entrance, etc. (i.e., the construction road may be communicated with these target components), the vehicle may enter, meet, turn, etc. on the construction road, and the bearing capacity of the construction road may meet the weight of the vehicle, etc.
According to the technical scheme, the BIM model is built according to the construction information, after the parameters of all components in the BIM model are configured and the parameter information of all vehicles is input, the target construction road is obtained according to the components, the parameters of the components, the parameter information of all vehicles and an expected construction site communication line, the BIM model is made to be more fit with a real construction site through the building of the BIM model and the parameter configuration of the components contained in the BIM model, the rationality and the accuracy of construction road arrangement are improved when the target construction road is obtained according to the parameters of the components, the parameter information of the vehicles and the expected construction site passing line, and the potential safety hazard is further reduced.
According to the construction road arrangement method provided by the embodiment of the application, the target construction road is obtained according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line, and the method can comprise the following steps:
generating an initial construction road in the BIM according to a construction site passing line;
judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
if the modifiable parameters of the initial construction road do not meet the traffic demand, calculating target modifiable parameters according to the parameters and the parameter information, and modifying the initial construction road according to the target modifiable parameters to obtain a target construction road; wherein, the modifiable parameters can comprise road width and turning radius.
When a target construction road is obtained according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line, an initial construction road may be generated in the BIM model according to the construction site passing line, and then whether the generated initial construction road meets the passing requirement may be judged according to the member, the parameter of the member and the parameter information of the vehicle of the BIM model. Specifically, when the road width of the initial construction road does not meet the vehicle meeting capability, namely when the road width is found to be insufficient, the minimum road width required by vehicle meeting can be calculated according to the parameters of the members and the parameter information of the vehicles, and the minimum road width required by the vehicles is used as a target modifiable parameter to widen the initial construction road; when the turning capacity of the initial construction road does not meet the turning requirement of the vehicle, the minimum turning radius of the vehicle can be calculated, and the turning radius of the initial construction road intersection is modified according to the calculated minimum turning radius of the vehicle until all intersections meet the turning requirement of the vehicle, wherein the calculation process of the minimum turning radius of the vehicle is as follows:
referring to fig. 3, a schematic diagram of a vehicle turning radius calculation method provided by the embodiment of the present application is shown, and a specific calculation formula is as follows: w ═ R0+r0、R0＝R+x、r0＝r-y、
Wherein a is the vehicle length, b is the vehicle width, d is the front overhang dimension, e is the rear overhang dimension, L is the wheelbase, m is the rear wheelbase, n is the front wheelbase, r1Minimum turning radius, R, of the vehicle0Is the outer radius of the lane, r0The radius is the inner radius of the lane, R is the outer radius of the vehicle, R is the inner radius of the vehicle, W is the minimum clear width of the road, x is the safe distance from the outermost point of the vehicle to the outer edge of the road, preferably greater than or equal to 250mm, and y is the safe distance from the innermost point of the vehicle to the inner edge of the road, preferably greater than or equal to 250 mm.
The construction road arrangement method provided by the embodiment of the application can further comprise the following steps:
if the non-modifiable parameters of the initial construction road do not meet the traffic demand, prompting, and modifying the initial construction road according to the received initial construction road modification instruction to obtain a target construction road; the parameters which cannot be modified can include whether the target component is communicated, the carriage return capacity and the bearing capacity.
When judging whether the generated initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle, if the initial construction road can not be modified (including whether the target components are communicated or not, the carriage return capacity and the bearing capacity) without meeting the requirement of the carriage communication, the initial construction road can not be connected with all target components such as storage yards, processing plants, entrances and exits, the construction road of the top plate of the basement exceeds the load, the basic side road exceeds the load, the road lacks the carriage return site, the carriage return can not be carried out, and any one or more of the situations that the requirement of the carriage communication can not be met and the initial construction road can not be automatically modified can be determined, the prompt can be performed, specifically, the prompt such as warning can be performed, so that the staff can know the prompt in time and send an initial construction road modification instruction after receiving the prompt. After receiving the initial construction road modification instruction sent by the worker, the initial construction road can be modified according to the initial construction road modification instruction to obtain the target construction road, specifically, for the condition that the initial construction road can not connect all target components such as storage yards, processing plants, entrances and exits, the passing line can be reset so that the target construction road can communicate with all target members of storage yards, processing plants, entrances and exits, the basement top plate can be reinforced under the condition that the construction road of the basement top plate exceeds the load, the basic side road can be reinforced under the condition that the basic side road exceeds the load, and the return yard can be added or directly communicated to other roads for returning under the condition that the road lacks the return yard, so that the finally obtained target construction road can meet the requirement of traffic.
According to the construction road arrangement method provided by the embodiment of the application, when it is determined that the bearing capacity of the initial construction road does not meet the traffic demand, before prompting, the method further comprises the following steps:
marking an area, the bearing capacity of which does not meet the traffic demand, of the initial construction road to obtain a marked area;
accordingly, prompting may include:
and sending a prompt for reinforcing the initial construction road, and displaying the marked area.
In the application, when it is determined that the bearing capacity of the initial construction road does not meet the traffic demand, the region where the bearing capacity of the initial construction road does not meet the traffic demand can be marked, namely, the region needing to be reinforced in the initial construction road can be marked to obtain a marked region, and then when the prompt is made, the prompt needing to reinforce the initial construction road can be sent (specifically, the alarm needing to reinforce the initial construction road can be sent), and the marked region can be displayed, so that a worker can obtain the message needing to reinforce the initial construction road through the prompt, and can visually obtain the regions needing to reinforce the initial construction road through the display, and the arrangement efficiency and the arrangement accuracy of the target construction road can be improved.
The construction road arrangement method provided by the embodiment of the application judges whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle, and can include the following steps:
judging whether the initial construction road can be connected with a target component in the BIM model, if not, determining that the non-modifiable parameters of the initial construction road cannot meet the traffic demand;
determining the vehicle type of each initial construction road needing to pass according to the members of the BIM model, calculating and simulating the returning capacity of the corresponding initial construction road according to the vehicle parameter information corresponding to the vehicle type, and if the corresponding vehicle cannot return, determining that the returning capacity of the initial construction road cannot meet the passing requirement;
checking the bearing capacity of the initial construction road according to the weight of the vehicle corresponding to the initial construction road, and if the bearing capacity of the initial construction road is insufficient, determining that the bearing capacity of the initial construction road does not meet the traffic demand;
and checking the vehicle meeting capacity and the vehicle passing capacity of each vehicle type needing to pass through the initial construction road, and if the road width of the initial construction road is determined to be insufficient or the vehicle passing capacity of the initial construction road is determined not to pass through, determining that the modifiable parameters of the initial construction road do not meet the vehicle passing requirement.
When judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle, the analysis and judgment can be specifically carried out on the aspects of accessibility, driveability (including the feasibility of vehicle driving, vehicle meeting and turning lights) and bearing capacity:
(1) reachability analysis
Whether the generated initial construction road can be connected with all target components such as storage yards, processing plants, entrances and exits in the BIM model or not can be checked, and if the initial construction road is not connectable, the initial construction road is not reachable, at the moment, prompting can be performed, the vehicle communication route can be reset, and if the initial construction road is connected, the accessibility of the road can meet the requirement.
(2) Driveability analysis
Determining the vehicle types of each initial construction road needing to pass according to a storage yard, a processing plant, a parking position of a pump truck and the like in a BIM model, simultaneously extracting vehicle parameter information of vehicles corresponding to the vehicle types, and performing calculation simulation on the vehicle returning capacity of the vehicles of the corresponding initial construction road by using the extracted vehicle parameter information, wherein if the corresponding vehicles can turn around or pass through after calculation simulation, the vehicles can be returned, if the vehicles cannot pass through, the vehicles can be blocked at the broken end of the road, namely, the corresponding vehicles cannot be returned, and at the moment, prompting can be performed, and the vehicles are required to be added or directly communicated to other roads for returning;
the method comprises the steps of checking vehicle meeting capacity and vehicle passing capacity of different initial construction roads and different vehicle types passing through intersections of the initial construction roads according to needs, determining that the road width of the initial construction roads does not meet the vehicle meeting capacity if the road width of the initial construction roads is found not to meet the vehicle passing capacity, calculating the minimum vehicle meeting road width at the moment, automatically widening the initial construction roads according to the minimum vehicle meeting road width, determining that the vehicle passing capacity of the initial construction roads does not pass if the vehicle passing capacity of the initial construction roads does not meet requirements, determining that the turning radius of the initial construction roads does not meet the vehicle passing demand, calculating the minimum vehicle turning radius according to the formula at the moment, and automatically increasing the turning radius of the intersections according to the minimum vehicle turning radius until all the intersections meet the vehicle passing requirements.
(3) Bearing capacity analysis
Checking the bearing capacity of the initial construction road according to the weight of the vehicle, specifically checking the bearing capacity of the ground of the initial construction road, the basement roof structure and other parts, and if the bearing capacity of the initial construction road is insufficient, determining that the bearing capacity of the initial construction road does not meet the traffic demand and prompting;
specifically, reference may be made to fig. 4, which is a schematic diagram illustrating checking and calculating the bearing capacity of the basement roof structure provided in the embodiment of the present application, where the thickness of the basement roof plate is set to be h0(mm), the standard value of the self-weight of the floor reinforced concrete is G1k(kN/m3) The load adjustment coefficient of the building structure considering the structural design service life is gammaL(ii) a Coefficient of structural importance is γ0The minimum design live load standard value of the top plate of the temporary road part is Q1k(kN/m2) The reduction coefficient of the live load of the vehicle is ksThe maximum total weight of vehicles passing through the temporary road simultaneously is T1(ton), the effective distribution area of the vehicle load after the vehicle wheel pressure diffusion is S1(m2) The weight coefficient K of the vehicle on the temporary road during starting and braking, and the weight of the soil covering is gamma (kN/m)3) The design thickness of the covering soil is hs(m), coefficient of division γ of design value and standard valueQThe default value is 1.5, and the action item coefficient of the building structure is gammaGIf the default value is 1.3, then:
basement roof receives total load F(0)Comprises the following steps: f(0)＝γ0[γGG1kh0+γQγL(K×9.8×T1/S1)]；
Design bearing capacity F of basement roofminComprises the following steps: fmin＝γ0[1.3×(G1kh0+hsγ)+1.5×γL×Q1k×ks]；
When F is present(0)＜FminWhen F, it represents no need of reinforcing the top plate structure of basement(0)≥FminIn time, the basement roof needs to be reinforced.
The construction road arrangement method provided by the embodiment of the application can further include, after modifying the initial construction road according to the target modifiable parameter:
and judging whether the modified initial construction road touches peripheral members or not, and if so, prompting.
In the application, after the initial construction road is modified according to the target modifiable parameter, whether the modified initial construction road touches peripheral members or not can be judged, if yes, a prompt is sent, a modification instruction is received, the modified initial construction road is modified according to the modification instruction so as to obtain the target construction road, and if not, the modified initial construction road is determined to be the target construction road.
Specifically, when the initial construction road is widened, the widened initial construction road and the surrounding members thereof may be subjected to interference calculation, if the widened initial construction road interferes with the surrounding members thereof, a prompt is given, such as a prompt for manual adjustment, such as diversion, is required, and if the widened initial construction road does not interfere with the surrounding members thereof, the widened initial construction road may be determined as the target construction road; when the turning radius of the intersection is automatically increased according to the minimum turning radius of the vehicle, if the turning radius of the intersection is increased, peripheral members can be touched, prompt can be given, manual improvement can be conveniently carried out, the safety of a target construction road can be conveniently improved, and potential safety hazards can be reduced.
For the above mentioned process mentioned in this application, a certain construction site can be specifically described as an example, and specifically, see fig. 5, which shows a schematic diagram of a BIM model corresponding to a certain construction site provided in this application embodiment, which has 4 buildings with gates in east and basements, so that the roads in the site are on the top plate of the basements, first, an overall BIM model of the construction site can be established according to the design files provided by site survey and design, and parameters of each member including the planned building, the surrounding environment (including terrain and existing roads, etc.) and the BIM model (including gates, walls, yards, construction elevators, tower cranes, etc.) arranged on the plane of the construction site except for the roads can be set The method comprises the steps of firstly initializing a traffic line of a construction site according to experience and the like, generating an initial construction road (specifically shown as a dotted line in figure 5) according to a preset road width, then intelligently calculating and analyzing the initial construction road according to vehicle parameter information and a BIM (building information modeling), finding that the width of the intersection is insufficient at a crossing marked in figure 5 and vehicles cannot turn to the same lane as the intersection, and then intelligently adjusting the initial construction road to an allowable traffic width according to the vehicle parameter information, performing interference calculation, completing automatic adjustment if no interference exists, and automatically generating a target construction road shown as a solid line in figure 5 after all roads and intersections of the construction site complete analysis, driveability analysis and reachability bearing capacity analysis.
The embodiment of the present application further provides a construction road arrangement device, refer to fig. 6, which shows a schematic structural diagram of the construction road arrangement device provided in the embodiment of the present application, and the construction road arrangement device may include:
the building module 61 is used for obtaining construction information and building a BIM (building information modeling) model according to the construction information;
a configuration module 62, configured to configure parameters for each component in the BIM model, and input parameter information of various vehicles;
and obtaining a target construction road module 63, which is used for generating a target construction road according to the components, the parameters of the components, the parameter information of the vehicles and the expected construction site passing line.
The construction road arrangement device provided by the embodiment of the application obtains the target construction road module 63 and can include:
the generating unit is used for generating an initial construction road in the BIM according to the construction site passing line;
the judging unit is used for judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
the modification unit is used for calculating a target modifiable parameter according to the parameter and the parameter information and modifying the initial construction road according to the target modifiable parameter to obtain a target construction road if the modifiable parameter of the initial construction road does not meet the traffic demand; wherein, the modifiable parameters can comprise road width and turning radius.
The construction road arrangement device provided by the embodiment of the application obtains that target construction road module 63 can also include:
the prompting unit is used for prompting if the non-modifiable parameters of the initial construction road do not meet the traffic demand, and modifying the initial construction road according to the received initial construction road modification instruction to obtain a target construction road; the parameters which cannot be modified can include whether the target component is communicated, the carriage return capacity and the bearing capacity.
The construction road arrangement device provided by the embodiment of the application obtains that target construction road module 63 can also include:
the marking unit is used for marking the area, which does not meet the traffic demand, of the initial construction road before prompting when the bearing capacity of the initial construction road is determined not to meet the traffic demand, so as to obtain a marked area;
accordingly, the cue unit may include:
and the prompting subunit is used for sending a prompt for reinforcing the initial construction road and displaying the marked area.
The construction road arranging device provided by the embodiment of the application, the judging unit can comprise:
the first judgment subunit is used for judging whether the initial construction road can be connected with a target component in the BIM model, and if not, determining that the non-modifiable parameters of the initial construction road cannot meet the traffic demand;
the determining subunit is used for determining the vehicle types of the initial construction roads needing to pass according to the members of the BIM model, calculating and simulating the returning capacity of the corresponding initial construction roads according to the vehicle parameter information corresponding to the vehicle types, and determining that the returning capacity of the initial construction roads can not meet the passing requirement if the corresponding vehicles can not return;
the first checking subunit is used for checking the bearing capacity of the initial construction road according to the weight of the vehicle corresponding to the initial construction road, and if the bearing capacity of the initial construction road is insufficient, determining that the bearing capacity of the initial construction road does not meet the traffic demand;
and the second checking subunit is used for checking the vehicle meeting capacity and the vehicle passing capacity of each vehicle type which needs to pass through the initial construction road, and if the road width of the initial construction road is determined to be insufficient or the vehicle passing capacity of the initial construction road is determined not to pass through, determining that the modifiable parameters of the initial construction road do not meet the vehicle passing requirement.
The construction road arrangement device provided by the embodiment of the application obtains that target construction road module 63 can also include:
and the second judgment subunit is used for judging whether the modified initial construction road touches peripheral components or not after the initial construction road is modified according to the target modifiable parameters, and prompting if the modified initial construction road touches peripheral components.
The embodiment of the present application further provides a construction road arrangement device, refer to fig. 7, which shows a schematic structural diagram of the construction road arrangement device provided in the embodiment of the present application, and the construction road arrangement device may include:
a memory 71 for storing a computer program;
the processor 72, when executing the computer program stored in the memory 71, may implement the following steps:
acquiring construction information, and establishing a BIM (building information modeling) according to the construction information; configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles; and obtaining a target construction road according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line.
An embodiment of the present application further provides a computer-readable storage medium, in which a computer program is stored, and when the computer program is executed by a processor, the following steps may be implemented:
acquiring construction information, and establishing a BIM (building information modeling) according to the construction information; configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles; and obtaining a target construction road according to the member, the parameter of the member, the parameter information of the vehicle and the expected construction site passing line.
The computer-readable storage medium may include: various media capable of storing program codes, such as a usb disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk, or an optical disk.
For a description of a relevant part in a construction road arrangement device, a piece of equipment, and a computer-readable storage medium provided in the embodiments of the present application, reference may be made to the detailed description of the corresponding part in a construction road arrangement method provided in the embodiments of the present application, and details are not repeated here.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Furthermore, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include elements inherent in the list. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element. In addition, parts of the above technical solutions provided in the embodiments of the present application, which are consistent with the implementation principles of corresponding technical solutions in the prior art, are not described in detail so as to avoid redundant description.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A construction road arranging method is characterized by comprising the following steps:
acquiring construction information, and establishing a BIM (building information modeling) according to the construction information;
configuring parameters for each component in the BIM model, and inputting parameter information of various vehicles;
and obtaining a target construction road according to the component, the parameters of the component, the parameter information of the vehicle and an expected construction site passing line.
2. The construction road arranging method as claimed in claim 1, wherein obtaining a target construction road based on the member, the parameter of the member, the parameter information of the vehicle, and an expected construction site passing route comprises:
generating an initial construction road in the BIM according to the construction site passing line;
judging whether the initial construction road meets the traffic demand or not according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
if the modifiable parameters of the initial construction road do not meet the traffic demand, calculating target modifiable parameters according to the parameters and the parameter information, and modifying the initial construction road according to the target modifiable parameters to obtain the target construction road; wherein the modifiable parameters include road width, turning radius.
3. The construction road arranging method as claimed in claim 2, further comprising:
if the non-modifiable parameters of the initial construction road do not meet the traffic demand, prompting, and modifying the initial construction road according to the received initial construction road modification instruction to obtain the target construction road; wherein the non-modifiable parameters include whether to communicate with a target component, carriage return capability, and carrying capacity.
4. The construction road arranging method according to claim 3, when it is determined that the load-bearing capacity of the initial construction road does not satisfy the traffic demand, before prompting, further comprising:
marking the area of the initial construction road, the bearing capacity of which does not meet the traffic demand, so as to obtain a marked area;
accordingly, prompting includes:
and sending a prompt that the initial construction road needs to be reinforced, and displaying the marked area.
5. The construction road arranging method according to claim 3, wherein judging whether the initial construction road meets a traffic demand according to a member of the BIM model, a parameter of the member and parameter information of the vehicle comprises:
judging whether the initial construction road can be connected with a target component in the BIM model, if not, determining that the non-modifiable parameters of the initial construction road do not meet the traffic demand;
determining the vehicle type of each initial construction road needing to pass according to the members of the BIM, calculating and simulating the vehicle returning capacity of the corresponding initial construction road according to the vehicle parameter information corresponding to the vehicle type, and determining that the vehicle returning capacity of the initial construction road does not meet the vehicle passing requirement if the corresponding vehicle cannot return;
checking the bearing capacity of the initial construction road according to the weight of the vehicle corresponding to the initial construction road, and if the bearing capacity of the initial construction road is insufficient, determining that the bearing capacity of the initial construction road does not meet the traffic demand;
and checking the vehicle meeting capacity and the vehicle passing capacity of each vehicle type needing to pass through the initial construction road, and if the road width of the initial construction road is determined to be insufficient or the vehicle passing capacity of the initial construction road is determined not to pass through, determining that the modifiable parameters of the initial construction road do not meet the vehicle passing demand.
6. The construction road arranging method as claimed in claim 5, further comprising, after modifying the initial construction road according to the target modifiable parameter:
and judging whether the modified initial construction road touches peripheral members or not, and if so, prompting.
7. A construction road arranging apparatus, comprising:
the building module is used for obtaining construction information and building a BIM (building information modeling) model according to the construction information;
the configuration module is used for configuring parameters for each component in the BIM model and inputting parameter information of various vehicles;
and obtaining a target construction road module, and generating a target construction road according to the component, the parameters of the component, the parameter information of the vehicle and an expected construction site passing line.
8. The construction road arranging device as claimed in claim 7, wherein the obtaining of the target construction road module comprises:
the generating unit is used for generating an initial construction road in the BIM according to the construction site passing line;
the judging unit is used for judging whether the initial construction road meets the traffic demand according to the member of the BIM model, the parameter of the member and the parameter information of the vehicle;
the modification unit is used for calculating a target modifiable parameter according to the parameter if the modifiable parameter of the initial construction road does not meet the traffic demand, and modifying the initial construction road according to the target modifiable parameter to obtain the target construction road; wherein the modifiable parameters include road width, turning radius.
9. A construction road arranging apparatus, characterized by comprising:
a memory for storing a computer program;
a processor for implementing the steps of the construction road arranging method according to any one of claims 1 to 6 when executing the computer program.
10. A computer-readable storage medium, characterized in that a computer program is stored therein, which when executed by a processor, implements the steps of the construction road arranging method according to any one of claims 1 to 6.
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