Intelligent HBIM Framework for Group-Oriented Preventive Protection: A Case Study of the Suopo Ancient Watchtower Complex in Danba
Abstract
1. Introduction
2. Research Methodology
2.1. Technical Framework
2.1.1. Multi-Source Heterogeneous Data Collection and Fusion
2.1.2. Parametric Modeling and Component-Level Semantic Representation
2.1.3. Value–Risk-Driven Intelligent Management Module
2.2. Case Study and Data
2.3. Value and Risk Assessment
2.4. Sensitivity Analysis of the Value–Risk Priority Model
2.5. Parametric Modeling
3. Results
3.1. Core HBIM Outcomes
3.1.1. Parametric Component Family Library
3.1.2. Architectural Model Database
3.1.3. Classification and Coding System
3.2. Management and Application Implementation
3.2.1. Information Delivery and Retrieval
3.2.2. Digital Visualization Display
3.2.3. Value Assessment Matrix
3.3. Sensitivity Analysis
4. Discussion
4.1. Technical Contributions and Innovation
4.2. Performance Advantages and Application Effectiveness
4.3. Limitations and Future Directions
4.4. Theoretical Significance and Practical Value
5. Conclusions
- (1)
- A dedicated parametric component library and unified coding system were developed, enabling efficient reuse and consistent semantic representation across all 84 watchtowers. This provides a practical solution for modeling complex, irregular masonry structures at the cluster scale.
- (2)
- A hierarchical HBIM database was established, supporting multi-level retrieval, cross-building comparison, and correlation analysis of morphology, material behavior, and damage patterns. This database underpins systematic, traceable management of heritage clusters.
- (3)
- The integration of a value–risk priority model (P = V × R) within HBIM enables automated prioritization, real-time visualization, and one-click generation of intervention lists, transforming preventive conservation from subjective judgment into data-driven, intelligent decision-making.
- (4)
- The framework demonstrates strong scalability, adaptability, and practical applicability, particularly for masonry heritage clusters in high-seismic zones. Its modular design and intelligent decision-making layer provide a replicable technical paradigm for similar high-risk heritage environments worldwide.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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| Data Source | Purpose | Method and Instructions |
|---|---|---|
| Field Research & Documentary Archives | Reconstruction of Historical and Cultural Information and Damage Conditions | Combining local chronicles with resident interviews to ensure cultural context accuracy |
| 3D Laser Scanning | High-Precision Geometric Data Acquisition | Ground-Based 3D Laser Scanner |
| Tilted Photogrammetry Using Drones | High-Altitude Perspective and Cluster Layout Information Collection | Five-Lens System with SFM (Structure from Motion) Algorithm-Optimized Reconstruction |
| Value Dimension | Weight | Primary Rationale (Expert Consensus) |
|---|---|---|
| Historical | 0.25 | Highest priority due to the towers’ age and role in regional defense history |
| Scientific | 0.22 | Emphasis on unique seismic-resistant masonry techniques |
| Artistic | 0.2 | Recognition of distinctive polygonal forms and decorative elements |
| Social | 0.18 | Community identity and ongoing cultural practices |
| Cultural | 0.15 | Symbolic significance within Jiarong Tibetan traditions |
| Total | 1 | — |
| Primary Category | Level 2 Type | Level 2 Number | Level 3 Number | Sample Code | Description |
|---|---|---|---|---|---|
| ZQ (Pillar/Wall) | QL (Wall) | 1 | 1 | ZQ.QL.01_001 | Four-cornered fortified wall foundation |
| WF (Roof) | DC (Ridge) | 2 | 2 | WF.DC.02_002 | Thirteen-sided conical ridge |
| ZS (Decorative) | LWZ (Lawuze) | 3 | 1 | ZS.LWZ.03_001 | Mountain Flower Pavilion Decorations |
| Component Coding | Component Front View | 3D View of Component | Component Prototype |
|---|---|---|---|
| Window 01 MLC-SJD-01-1-ZS.CL.01-001 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-002 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-003 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-004 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-005 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-006 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-007 | ![]() | ![]() | ![]() |
| Window 01 MLC-SJD-01-1-ZS.CL.01-008 | ![]() | ![]() | ![]() |
| Component Coding | Component Front View | 3D View of Component | Component Prototype |
|---|---|---|---|
| Door 01 M-01 | ![]() | ![]() | ![]() |
| Door 02 M-02 | ![]() | ![]() | ![]() |
| Door 03 M-03 | ![]() | ![]() | ![]() |
| Door 04 M-04 | ![]() | ![]() | ![]() |
| Primary Encoding | Secondary Encoding | Three-Level Coding |
|---|---|---|
| Floor LD | Foundation JC | Stone foundation 01 |
| Basement Floor DB | Stone floor 01 | |
| concrete floor 02 | ||
| wooden floor 03 | ||
| wooden beam 04 | ||
| Column wall ZQ | Wall types QL | rubble innerwall 01 |
| rubble inner wall 02 | ||
| Column types QL | Structural column 01 | |
| Roof WD | Main roof ZW | flagstone layer 01 |
| soil layer 02 | ||
| Roof accessor components | White Stone 01 | |
| Roof truss WJ | Beam frame U | main beam layer 01 |
| Dense purlin layer 02 | ||
| Branch layer 03 | ||
| Wood flooring 03 | ||
| Wooden beam 04 | ||
| Stairs LT | single-flight staircase DT | Stair light 01 |
| Wooden post staircase MT | ||
| Decoration ZS | Category ML | Wooden door 01 |
| Other door components 02 | ||
| Window types CL | Wooden window 01 | |
| Other window Roof accessory Components 02 |
| Component | Foundation | Wall | Roof | Doors and Windows | Other Components |
|---|---|---|---|---|---|
| Historical Value | 18 | 19 | 17 | 17 | 16 |
| Artistic value | 14 | 16 | 15 | 17 | 19 |
| Scientific Value | 17 | 18 | 16 | 15 | 14 |
| Social Value | 15 | 16 | 15 | 14 | 16 |
| Cultural Value | 16 | 18 | 17 | 17 | 19 |
| Comprehensive Value | 80 | 88 | 80 | 81 | 85 |
| Risk Factor (0–1) | 0.8 | 0.9 | 0.7 | 0.6 | 0.5 |
| Protection Priority (P) | 64 | 79 | 56 | 49 | 42 |
| Priority Level | Watchtower Code | Component Coding | Value Rating (V) | Risk Factor (R) | Priority Index (P = V × R) | Primary Risk Diagnosis | Recommended Intervention Types |
|---|---|---|---|---|---|---|---|
| P0 (Urgent) | MLC-BJD-01-I | _ZQ.QL.01_001 | 92 | 0.95 | 87.4 | The structural inclination of the load-bearing wall in the northeast corner exceeds 5°, with cracks continuing to expand. | Structural reinforcement |
| P1 (High) | ZBC-SJD-02-II | _ZS.ML.01_001 | 88 | 0.90 | 79.2 | Upper load compression causes stone cracking | Partial body reconstruction |
| P1 (High) | NYC-SJD-06-IV | _WJ.DT.03_003 | 85 | 0.85 | 72.3 | The wooden structural components of the three-story wooden floor slab are severely decayed, resulting in insufficient load-bearing capacity. | Component Replacement and Anti-Corrosion Treatment |
| P2 (Medium) | ZBC-SJD-02-III | _WD.FG.01_002 | 82 | 0.70 | 57.4 | The decorative surface on the west side of the “Lauze” has weathered and flaked off, with its colors faded. | Surface Cleaning and Weatherproofing |
| P3 (Routine) | GBC-SJD-03-II | _LD.DB.02_001 | 65 | 0.30 | 19.5 | The interior yellow clay plaster floor shows minor wear and is in stable condition. | Daily Maintenance |
| Metric | Traditional Manual Workflow | Proposed Framework | Improvement |
|---|---|---|---|
| Single-building modeling time (hours) | 35–50 | 6–12 | 75–80% |
| Cluster model consistency (geometric deviation, mm) | 20–50 | <10 | Substantial reduction |
| Intervention list generation time | Several weeks | <1 min | >99% |
| High-priority object identification accuracy | Experience-based judgment | Automated + expert calibration | Significant enhancement |
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Zhang, L.; Tang, C.; Ye, Y.; Yang, J.; Xu, F. Intelligent HBIM Framework for Group-Oriented Preventive Protection: A Case Study of the Suopo Ancient Watchtower Complex in Danba. Buildings 2026, 16, 995. https://doi.org/10.3390/buildings16050995
Zhang L, Tang C, Ye Y, Yang J, Xu F. Intelligent HBIM Framework for Group-Oriented Preventive Protection: A Case Study of the Suopo Ancient Watchtower Complex in Danba. Buildings. 2026; 16(5):995. https://doi.org/10.3390/buildings16050995
Chicago/Turabian StyleZhang, Li, Chen Tang, Yaofan Ye, Jinzi Yang, and Feng Xu. 2026. "Intelligent HBIM Framework for Group-Oriented Preventive Protection: A Case Study of the Suopo Ancient Watchtower Complex in Danba" Buildings 16, no. 5: 995. https://doi.org/10.3390/buildings16050995
APA StyleZhang, L., Tang, C., Ye, Y., Yang, J., & Xu, F. (2026). Intelligent HBIM Framework for Group-Oriented Preventive Protection: A Case Study of the Suopo Ancient Watchtower Complex in Danba. Buildings, 16(5), 995. https://doi.org/10.3390/buildings16050995




































