Exploring the Impact Mechanism of Interface Management of Prefabricated Construction Projects
Abstract
:1. Introduction
2. Methodology
2.1. Identify the Influencing Factors of Interface Management
2.2. Hypotheses and Conceptual Model
2.3. Questionnaire Design and Data Collection
2.4. Data Analysis Method
3. Results
3.1. Measurement Model Test
3.2. Structural Model Test
4. Discussion
- (1)
- Information communication
- (2)
- Trust and cooperation
- (3)
- Technical and management ability
- (4)
- Standardization
- (5)
- Organizational integration
- (6)
- Technical environment
- (7)
- Contract management
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Dimension | Code | Factors |
---|---|---|
Trust and cooperation | TR1 | Cooperative attitude of the participants |
TR2 | Understanding and trust of the participants | |
TR3 | Communication and learning of the participants | |
TR4 | Degree of participant involvement in design | |
Information communication | IF1 | Effectiveness of information communication |
IF2 | Integrity and Accuracy of Information | |
IF3 | Timeliness of information communication | |
Technical and managerial capability | TE1 | Timeliness of production and supply of prefabricated components |
TE2 | Technical level of operators | |
TE3 | Accuracy of design | |
TE4 | Project management experience and ability | |
TE5 | Reasonableness of production and construction scheme | |
TE6 | Tracking of component production and installation process | |
Organizational integration | OR1 | Organizational structure |
OR2 | Professional differences between organizations | |
OR3 | Project contracting mode | |
OR4 | Alignment of stakeholders’ goals | |
OR5 | Professional differences between stakeholders | |
Standardization | ST1 | Standardization of information |
ST2 | Standardization of production and construction processes | |
ST3 | Formal interface management process | |
ST4 | Complexity of the connection interface between components | |
Technical environment | EN1 | Technical innovation |
EN2 | Perfection of standards and specifications | |
EN3 | Industry design standardization | |
Contract management | CO1 | Reasonableness of work content and scoping |
CO2 | Rationality of the definition of responsibilities, powers and interests |
Latent Variables | Measurement Items |
---|---|
Organizational integration (OR) | OR1: The organizational structure of the project is conducive to the division of labor and cooperation of the project participants. |
OR2: Participants can effectively handle the transfer, coordination and combination of activities between different specialties. | |
OR3: The project adopts a management (contract) mode suitable for PC projects. | |
OR4: Participants are aligned in their interests with the project objectives and are keen to achieve common goals. | |
OR5: There is little cultural difference and high compatibility between participants, and different organizational cultural backgrounds have little influence on inter-organizational cooperation. | |
Trust and cooperation (TR) | TR1: Participants have a strong willingness to cooperate with each other. |
TR2: There is mutual understanding and trust among the participants. | |
TR3: Participants often hold exchange and learning activities. | |
TR4: Participants actively participate in the design stage, cooperate with the designer, and grasp the design intention. | |
Information communication (IF) | IF1: Participants can understand the information and maintain effective communication during information transmission and communication. |
IF2: Information transfer can maintain completeness and accuracy. | |
IF3: Project information can be communicated to relevant parties in a timely manner and feedback will be received. | |
Technical and managerial ability (TE) | TE1: The component manufacturer has strong supply and delivery ability to ensure the punctual supply and delivery of components. |
TE2: Component production and installation workers with high level of operation. | |
TE3: The drawing of the designer is accurate. | |
TE4: Participants can accurately obtain the production process, transportation location and construction installation points of components. | |
TE5: Participants are experienced in PC projects. | |
TE6: The production and construction organization plan is reasonable, the production and construction activities are carried out orderly, the task conflict is less, and the phased products can be delivered in time. | |
Standardization (ST) | ST1: The standardization degree of information is high, and the project information can be interoperable in the information management system of each participant. |
ST2: The project adopts standardized strategies to unify and simplify the process and operation methods of component manufacturing and installation. | |
ST3: The project uses a standardized process to manage interfaces that involve multi-party interactions, such as communication, collaboration, task alignment, and product delivery. | |
ST4: The components are connected by unified and standardized interfaces. | |
Technical environment (EN) | EN1: Projects proactively adopt new technologies to improve efficiency. |
EN2: Relevant institutions have developed standardized norms to guide PC project implementation. | |
EN3: The degree of standardization in the design of PC buildings. | |
Contract management (CO) | CO1: The terms of the contract specify the distribution of responsibilities, rights and interests of each party. |
CO2: The contract terms clearly define the work content and scope of each party | |
Interface management (IT) | IT1: The project organizations can maintain good communication and cooperation, and the inter-organizational conflict is less. |
IT2: In your project, there are few contract disputes such as responsibility, authority and interest caused by unclear division of tasks. | |
IT3: In your project, the component connection reliability is high, the physical interface conflict is less. | |
IT4: In your project, project participants have strong awareness of interface management, can proactively identify key interfaces, and actively participate in cross-interface coordination work. |
Type Description | Number of Respondents | Percentage (%) | |
---|---|---|---|
Professional category | Developer | 27 | 23.08% |
Designer | 19 | 16.24% | |
Manufacturer | 21 | 17.95% | |
Contractor | 29 | 24.79% | |
Consultant | 12 | 10.26% | |
Government | 9 | 7.69% | |
Education | Doctor degree | 15 | 12.82% |
Master degree | 36 | 30.77% | |
Bachelor degree | 58 | 49.57% | |
Junior college and below | 8 | 6.84% | |
Years of experience in the construction industry | >10 | 26 | 22.22% |
6~10 | 40 | 34.19% | |
3~5 | 34 | 29.06% | |
≤3 | 17 | 14.53% | |
Years of experience in PC industry | >10 | 5 | 4.27% |
6~10 | 19 | 16.24% | |
3~5 | 53 | 45.30% | |
≤3 | 40 | 34.19% |
Validity Type | Criterion | Rules of Thumb | Literature |
---|---|---|---|
Reliability test | Indicator loadings | Values should be significant at the 5% level and ≤0.7 | [49] |
Cronbach’s alpha (CA) | ≥0.7 | [50] | |
Composite Reliability (CR) | ≥0.7 | [48] | |
Validity test | Average Variance Extracted (AVE) | ≥0.5 | [51] |
Cross-loadings | Each indicator should have the highest loading on the construct it intends to measure | [49] | |
Fornell-larcker criterion | The square root of AVE for each construct should be higher than its correlation with any other construct | [51] |
Criterion | Rules of Thumb | Literature |
---|---|---|
Coefficeients of determination (R2) | 0.67, 0.33 and 0.19 for substantial, moderate and weak exploratory power | [51] |
Effect size (f2) | 0.35, 0.15 and 0.02 for substantial, moderate and weak effect and less than 0.02 means no effect | [52] |
Q2 | Q2 > 0 | [51] |
Size and significance of path coefficients | Path coefficients among the latent variables should be checked according to their algebraic sign, magnitude and significance | [52] |
Goodness of Fit (GoF) | 0.36, 0.25, 0.1 for substantial, moderate and weak GoF | [53] |
Latent Variables | Items | Indicator Loadings | t-Value | CA | CR | AVE |
---|---|---|---|---|---|---|
OR | OR1 | 0.771 | 16.268 *** | 0.772 | 0.854 | 0.593 |
OR2 | 0.739 | 14.730 *** | ||||
OR3 | 0.710 | 11.561 *** | ||||
OR4 | 0.778 | 15.654 *** | ||||
OR5 | 0.695 | 11.429 *** | ||||
TR | TR1 | 0.772 | 19.410 *** | 0.731 | 0.832 | 0.555 |
TR2 | 0.785 | 15.403 *** | ||||
TR3 | 0.759 | 16.057 *** | ||||
TR4 | 0.758 | 15.428 *** | ||||
EN | EN1 | 0.810 | 21.890 *** | 0.771 | 0.868 | 0.686 |
EN2 | 0.840 | 23.520 *** | ||||
EN3 | 0.834 | 21.597 *** | ||||
CO | CO1 | 0.835 | 13.507 *** | 0.773 | 0.858 | 0.752 |
CO2 | 0.898 | 36.923 *** | ||||
ST | ST1 | 0.735 | 11.039 *** | 0.797 | 0.868 | 0.622 |
ST2 | 0.820 | 22.198 *** | ||||
ST3 | 0.812 | 22.294 *** | ||||
ST4 | 0.785 | 15.719 *** | ||||
IF | IF1 | 0.802 | 14.626 *** | 0.817 | 0.892 | 0.734 |
IF2 | 0.858 | 28.324 *** | ||||
IF3 | 0.907 | 45.144 *** | ||||
TE | TE1 | 0.725 | 13.827 *** | 0.799 | 0.869 | 0.624 |
TE2 | 0.626 | 7.947 *** | ||||
TE3 | 0.825 | 22.829 *** | ||||
TE4 | 0.630 | 7.626 *** | ||||
TE5 | 0.766 | 18.307 *** | ||||
TE6 | 0.763 | 19.202 *** | ||||
IT | IT1 | 0.806 | 18.168 *** | 0.789 | 0.863 | 0.612 |
IT2 | 0.791 | 20.025 *** | ||||
IT3 | 0.748 | 10.860 *** | ||||
IT4 | 0.783 | 17.164 *** |
TR | IF | CO | TE | EN | ST | IT | OR | |
---|---|---|---|---|---|---|---|---|
CO1 | 0.424 | 0.459 | 0.835 | 0.339 | 0.447 | 0.400 | 0.466 | 0.336 |
CO2 | 0.454 | 0.510 | 0.898 | 0.472 | 0.604 | 0.550 | 0.644 | 0.478 |
EN1 | 0.390 | 0.520 | 0.578 | 0.369 | 0.810 | 0.590 | 0.513 | 0.413 |
EN2 | 0.507 | 0.569 | 0.466 | 0.345 | 0.840 | 0.584 | 0.589 | 0.425 |
EN3 | 0.503 | 0.519 | 0.487 | 0.492 | 0.834 | 0.550 | 0.627 | 0.580 |
IF1 | 0.544 | 0.800 | 0.552 | 0.486 | 0.537 | 0.595 | 0.591 | 0.443 |
IF2 | 0.455 | 0.860 | 0.381 | 0.549 | 0.531 | 0.611 | 0.634 | 0.458 |
IF3 | 0.615 | 0.907 | 0.509 | 0.602 | 0.594 | 0.582 | 0.686 | 0.484 |
IT1 | 0.582 | 0.611 | 0.536 | 0.625 | 0.521 | 0.538 | 0.806 | 0.575 |
IT2 | 0.606 | 0.616 | 0.511 | 0.519 | 0.653 | 0.580 | 0.793 | 0.479 |
IT3 | 0.475 | 0.509 | 0.488 | 0.460 | 0.469 | 0.503 | 0.746 | 0.459 |
IT4 | 0.540 | 0.586 | 0.498 | 0.553 | 0.528 | 0.545 | 0.784 | 0.571 |
OR1 | 0.492 | 0.344 | 0.356 | 0.501 | 0.444 | 0.502 | 0.503 | 0.759 |
OR2 | 0.524 | 0.535 | 0.461 | 0.578 | 0.537 | 0.599 | 0.558 | 0.790 |
OR3 | 0.396 | 0.394 | 0.247 | 0.490 | 0.362 | 0.499 | 0.464 | 0.733 |
OR4 | 0.472 | 0.378 | 0.385 | 0.527 | 0.401 | 0.542 | 0.526 | 0.797 |
ST1 | 0.471 | 0.465 | 0.351 | 0.507 | 0.505 | 0.731 | 0.481 | 0.530 |
ST2 | 0.478 | 0.587 | 0.424 | 0.452 | 0.554 | 0.821 | 0.572 | 0.517 |
ST3 | 0.539 | 0.599 | 0.473 | 0.540 | 0.580 | 0.812 | 0.601 | 0.609 |
ST4 | 0.433 | 0.531 | 0.501 | 0.452 | 0.547 | 0.787 | 0.524 | 0.540 |
TE1 | 0.464 | 0.567 | 0.393 | 0.769 | 0.339 | 0.491 | 0.568 | 0.475 |
TE3 | 0.454 | 0.496 | 0.332 | 0.834 | 0.452 | 0.499 | 0.534 | 0.583 |
TE5 | 0.421 | 0.401 | 0.367 | 0.782 | 0.426 | 0.512 | 0.533 | 0.617 |
TE6 | 0.447 | 0.543 | 0.405 | 0.773 | 0.322 | 0.453 | 0.550 | 0.487 |
TR1 | 0.775 | 0.518 | 0.505 | 0.510 | 0.470 | 0.475 | 0.591 | 0.473 |
TR2 | 0.784 | 0.457 | 0.412 | 0.447 | 0.454 | 0.482 | 0.523 | 0.522 |
TR3 | 0.756 | 0.426 | 0.300 | 0.298 | 0.401 | 0.412 | 0.490 | 0.421 |
TR4 | 0.657 | 0.468 | 0.261 | 0.412 | 0.346 | 0.445 | 0.492 | 0.406 |
TR | IF | CO | TE | EN | ST | IT | OR | |
---|---|---|---|---|---|---|---|---|
TR | 0.745 | |||||||
IF | 0.63 | 0.857 | ||||||
CO | 0.507 | 0.56 | 0.867 | |||||
TE | 0.567 | 0.639 | 0.475 | 0.790 | ||||
EN | 0.565 | 0.648 | 0.614 | 0.485 | 0.828 | |||
ST | 0.61 | 0.694 | 0.556 | 0.619 | 0.694 | 0.789 | ||
IT | 0.707 | 0.745 | 0.65 | 0.692 | 0.697 | 0.693 | 0.783 | |
OR | 0.615 | 0.539 | 0.477 | 0.682 | 0.571 | 0.698 | 0.668 | 0.77 |
TR | IF | CO | TE | EN | ST | IT | OR | |
---|---|---|---|---|---|---|---|---|
TR | 0.054 | 0.08 | ||||||
IF | 0.081 | |||||||
CO | 0.105 | 0.063 | ||||||
TE | 0.096 | 0.064 | ||||||
EN | 0.072 | 0.928 | 0.055 | |||||
ST | 0.064 | 0.621 | ||||||
IT | ||||||||
OR | 0.32 | 0.019 |
Path | Path Coefficient | t-Value | Inference |
---|---|---|---|
H1a OR -> IT | 0.107 | 1.475 | Rejected |
H1b OR -> TR | 0.183 | 6.217 *** | Supported |
H2a TR -> IT | 0.204 | 3.109 *** | Supported |
H2b TR -> IF | 0.197 | 2.143 ** | Supported |
H3a EN -> IT | 0.177 | 2.053 ** | Supported |
H3b EN -> IF | 0.239 | 2.240 ** | Supported |
H3c EN -> ST | 0.694 | 11.657 *** | Supported |
H4a CO -> IT | 0.168 | 2.634 ** | Supported |
H4b CO -> TR | 0.276 | 2.849 *** | Supported |
H5a ST -> IF | 0.250 | 2.147 ** | Supported |
H5b ST -> TE | 0.619 | 10.619 *** | Supported |
H6a TE -> IT | 0.194 | 2.540 ** | Supported |
H6b TE -> IF | 0.257 | 2.517 ** | Supported |
H7 IF -> IT | 0.266 | 2.046 ** | Supported |
Path | Indirect Path Coefficient | t-Value | Inference |
---|---|---|---|
TR -> IF -> IT | 0.044 | 1.332 | Rejected |
OR -> TR -> IF | 0.095 | 2.096 ** | Supported |
TE -> IF -> IT | 0.058 | 1.635 | Rejected |
EN -> ST -> TE -> IF | 0.110 | 2.253 ** | Supported |
EN -> ST -> TE -> IF -> IT | 0.025 | 1.505 | Rejected |
ST -> TE -> IF -> IT | 0.036 | 1.578 | Rejected |
EN -> ST -> TE -> IT | 0.083 | 2.284 ** | Supported |
EN -> ST -> IF | 0.173 | 2.168 ** | Supported |
EN -> IF -> T | 0.054 | 1.334 | Rejected |
EN -> ST -> TE | 0.429 | 6.786 *** | Supported |
OR -> TR -> IT | 0.099 | 2.523 * | Supported |
CO -> TR -> IF -> IT | 0.012 | 1.059 | Rejected |
EN -> ST -> IF -> IT | 0.039 | 1.542 | Rejected |
ST -> TE -> IF | 0.159 | 2.382 ** | Supported |
CO -> TR -> IF | 0.054 | 1.487 | Rejected |
CO -> TR -> IT | 0.056 | 2.119 ** | Supported |
ST -> TE -> IT | 0.12 | 2.317 ** | Supported |
OR -> TR -> IF -> IT | 0.021 | 1.343 | Rejected |
ST -> IF -> IT | 0.056 | 1.579 | Rejected |
Path | Direct Effect | Indirect Effect | Total Effect | |
---|---|---|---|---|
OR | -> TR | 0.183 | 0.183 | |
-> TR -> IF | 0.095 | 0.095 | ||
-> TR -> IT | 0.099 | 0.099 | ||
-> IT | 0.120 | 0.120 | ||
EN | -> ST | 0.694 | 0.694 | |
-> ST -> TE | 0.429 | 0.429 | ||
-> ST -> TE -> IF | 0.110 | 0.110 | ||
-> ST -> TE -> IT | 0.083 | 0.083 | ||
-> ST -> IF | 0.173 | 0.173 | ||
-> IF | 0.239 | 0.284 | 0.523 | |
-> IT | 0.177 | 0.201 | 0.378 | |
CO | -> TR | 0.194 | 0.194 | |
-> TR -> IT | 0.056 | 0.056 | ||
-> IT | 0.168 | 0.069 | 0.237 | |
ST | -> TE | 0.619 | 0.619 | |
-> TE -> IF | 0.159 | 0.159 | ||
-> TE -> IT | 0.120 | 0.120 | ||
-> IF | 0.250 | 0.159 | 0.409 | |
-> IT | 0.213 | 0.213 | ||
TR | -> IF | 0.197 | 0.197 | |
-> IT | 0.204 | 0.204 | ||
TE | -> IF | 0.257 | 0.257 | |
-> IT | 0.194 | 0.194 | ||
IF | -> IT | 0.266 | 0.266 |
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Zhang, S.; Yuan, M.; Li, L. Exploring the Impact Mechanism of Interface Management of Prefabricated Construction Projects. Sustainability 2022, 14, 14440. https://doi.org/10.3390/su142114440
Zhang S, Yuan M, Li L. Exploring the Impact Mechanism of Interface Management of Prefabricated Construction Projects. Sustainability. 2022; 14(21):14440. https://doi.org/10.3390/su142114440
Chicago/Turabian StyleZhang, Shengxi, Mengqi Yuan, and Long Li. 2022. "Exploring the Impact Mechanism of Interface Management of Prefabricated Construction Projects" Sustainability 14, no. 21: 14440. https://doi.org/10.3390/su142114440
APA StyleZhang, S., Yuan, M., & Li, L. (2022). Exploring the Impact Mechanism of Interface Management of Prefabricated Construction Projects. Sustainability, 14(21), 14440. https://doi.org/10.3390/su142114440