CN-121525148-B - VR-based indoor hoisting method
Abstract
The invention discloses an indoor hoisting method based on VR, which relates to the field of indoor special space hoisting construction, and concretely comprises the steps of scanning a hoisting space, establishing a coordinate reference system by using a suspended ceiling datum point, constructing a BIM space model, selecting and deriving a static monitoring point coordinate after a member model to be hoisted is constructed at a model preset hoisting point, constructing a VR digital twin model based on the BIM space model containing the member model to be hoisted, selecting and deriving a dynamic monitoring point coordinate through VR previewing, and finally adjusting the space position of a member in hoisting based on the dynamic monitoring point in real time in the actual hoisting process, and adjusting the space position of the member at the preset hoisting point based on the static monitoring point in real time. According to the method, through the combination of VR previewing, BIM modeling and accurate measurement, the accuracy, the safety and the high efficiency of indoor hoisting are realized, and the hoisting quality and the construction safety are effectively ensured.
Inventors
- ZHAO HAIPING
- Zhuang Yizhe
- TANG YONGCHAO
- WANG JIAO
- WANG SHUANG
- MAO WEIDONG
- CHEN GUO
- YUAN HAOTONG
- ZHANG PING
- HE PEIXUE
- Li Qinze
- ZHAO JIANHUA
- ZHU KE
- JIN WENQIANG
- CHEN TAO
- LONG JINSONG
- YU HAO
- Huang Qiaojing
Assignees
- 中铁二局集团有限公司
- 中铁二局集团装饰装修工程有限公司
Dates
- Publication Date
- 20260505
- Application Date
- 20260114
Claims (6)
- 1. An indoor hoisting method based on VR is characterized by comprising the following steps: S1, scanning a hoisting space, selecting a datum point on a hoisting top to establish a coordinate reference system, and establishing a BIM space model based on the coordinate reference system; s2, constructing a VR digital twin model based on the BIM space model containing the member model to be hoisted, and performing VR previewing on the whole hoisting construction flow; S3, hoisting the member to be hoisted by using hoisting equipment, wherein in the hoisting process, the space position of the member to be hoisted in the hoisting process is measured and adjusted in real time based on the space coordinates of the dynamic monitoring points, and the space position of the member to be hoisted in the preset hoisting point is measured and adjusted in real time based on the space coordinates of the static monitoring points; Verifying factory pre-splicing logic of the member to be hoisted, verifying feasibility of a hoisting construction path of the member to be hoisted, and verifying stress state of hoisting equipment in a hoisting process; When a single hoisting member is hoisted by adopting a plurality of hoisting devices, carrying out feasibility verification on collaborative tensioning hoisting of the plurality of devices in the VR preview; The S2 further comprises optimizing the VR in advance, so that no object collision exists in the advance process, the member to be hoisted is not misplaced, the hoisting equipment is not stressed excessively, and potential safety hazards exist in personnel station positions; When the number of the components to be hoisted is multiple, based on the BIM space model containing the component to be hoisted model, the VR digital twin model and the VR preview, the butt joint points among the components to be hoisted are designed, so that the butt joint points are all located in the control area of the hoisting equipment.
- 2. The VR-based indoor hoisting method of claim 1, wherein S1 further comprises assigning unique identification information to the parts constituting the member to be hoisted, and optimizing the material cutting path parameters of the member to be hoisted through a sheathing optimization function module of BIM software.
- 3. The VR-based indoor hoisting method of claim 1, wherein S1 further comprises rechecking and optimizing the BIM space model including the member model to be hoisted based on an engineering design drawing until a data error between the BIM space model including the member model to be hoisted and the design drawing is smaller than a preset threshold.
- 4. The VR-based indoor hoisting method according to claim 1, wherein the hoisting equipment in the step S3 is provided with a digital display function module, the digital display function module displays the load value of the hoisting equipment in real time, and when the load value of the hoisting equipment is monitored to reach a preset load threshold, the operation is stopped, and self-inspection and scheme optimization are performed.
- 5. The indoor hoisting method based on VR according to claim 1, further comprising the steps of constructing a conversion layer between the suspended ceiling and the member to be hoisted model to optimize suspended ceiling stress, sequentially constructing a conversion layer model and a member to be hoisted model at preset hoisting points in the BIM space model, adjusting the conversion layer structure based on BIM model parameters, selecting and deriving static monitoring point space coordinates from the BIM space model comprising the conversion layer model and the member to be hoisted model, constructing a VR digital twin model, performing VR previewing on the whole hoisting construction process comprising the conversion layer, and selecting and deriving dynamic monitoring point space coordinates based on VR previewing.
- 6. The VR based indoor hoisting method of claim 1 further comprising commissioning an electrical system connected to the member to be hoisted.
Description
VR-based indoor hoisting method Technical Field The invention relates to the field of indoor special space hoisting construction, in particular to an indoor hoisting method based on VR. Background At present, in the field of indoor hoisting engineering, main stream hoisting implementation modes are mainly divided into two types, namely, one type is to rely on the existing building structure to carry out hoisting operation, specifically, the original bearing structure with enough bearing strength in a hoisting area is directly selected as a stress point for hanging various hoisting devices, and the other type is to build a temporary hoisting system, namely, an independent bearing frame is temporarily built on site, and the frame is used as a supporting foundation of the hoisting operation. However, in either of the above ways, the indoor hoisting operation faces significant common challenges: firstly, the indoor space has the characteristics of strong sealing performance and dense barriers (such as upright posts, pipelines and fire-fighting facilities), so that the activity space of the hoisting equipment is limited, and the operation flexibility is insufficient; Secondly, the accurate confirmation of the position of the hanging point is difficult, the bearing safety of the stressed structure is required to be checked repeatedly, and if the hanging point is improperly selected or the bearing of the structure is overrun, risks such as structural deformation, equipment overturning and the like are easily caused; Thirdly, aiming at special-shaped artistic modeling components, large-scale integrated components and the like, the three-dimensional space attitude is extremely difficult to accurately position, and the problems of assembly dislocation, attitude deviation and the like easily occur in the traditional construction mode; fourthly, under the indoor closed environment, the personnel operation safety protection, the equipment operation monitoring and the accident emergency response are all relatively limited, and the difficulty of the personnel and equipment safety guarantee is increased; fifthly, the construction flow is lack of overall optimization, and the problems of unsmooth process connection and high reworking rate exist, so that the construction efficiency is low, and the labor and equipment costs are high. Due to the existence of the problems, the prior art is difficult to meet the engineering requirements of indoor suspended ceiling construction under a dense obstacle environment and accurate hoisting of complex special-shaped components, and an indoor hoisting solution with accuracy, safety and high efficiency is needed. The prior China patent application CN120470671A discloses a construction quality control method and system for installing a cast-in-place beam steel bar truss floor carrier plate based on BIM and VR, which comprises the following steps of BIM three-dimensional modeling, construction scheme simulation, VR scene construction, 3D scanning and model comparison, unmanned aerial vehicle cruising monitoring, real-time interaction and collaborative management, wherein the whole process, visualization and interactive construction quality control system is constructed, so that constructors can intuitively and clearly know the details of the space position, the connection mode and the like of each component, the understanding difficulty is greatly reduced, the construction errors caused by drawing understanding deviation are effectively reduced, the scheme simulation optimization before the steel bar truss floor carrier plate construction is realized, the real-time dynamic monitoring in construction and the efficient collaborative management of all construction parties are realized, the construction quality risk is pre-judged in advance, the construction deviation is corrected in time, the accuracy and efficiency of the construction quality control are improved, the construction cost is reduced, the construction period is shortened, and the construction quality of the steel bar truss floor carrier plate is ensured to meet the high standard requirement. The technical scheme mentioned in the document is not used for optimizing equipment suitability aiming at indoor closed and obstacle-dense environments, monitoring equipment such as unmanned aerial vehicles and the like is lack of targeted collision avoidance and movable space adaptation design, the problem of space limitation is difficult to deal with, accurate confirmation of the positions of hanging points and related contents of structural bearing safety verification are not involved, potential risks of hanging point selection and bearing overrun cannot be solved, 3D scanning and model comparison are mentioned, special modeling, positioning path optimization or accurate positioning schemes are not designed aiming at three-dimensional space forms of special-shaped components, effective solving means are not used for solving the problem of