STUDY OF ASSEMBLY CONSTRUCTION KNOCKDOWN METHOD FOR THE MODULAR WOOD BLOCK SYSTEM ASSESEMENT
The growth of the prefabricated construction process is increasing along with technological developments. In Indonesia, the construction process prefabricated becomes the desire and strategy of the government in providing affordable home demand, especially for houses in the border area of the Rep...
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| Format: | Theses |
| Language: | Indonesia |
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| Online Access: | https://digilib.itb.ac.id/gdl/view/44717 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The growth of the prefabricated construction process is increasing along with technological
developments. In Indonesia, the construction process prefabricated becomes the desire and
strategy of the government in providing affordable home demand, especially for houses in the
border area of the Republic of Indonesia. This desire is supported by a variety of assembly
methods that offered by prefabricated systems through knockdown construction. While on the
other hand, the fact that pre-fabricated component materials are still dependent on nonrenewable
and unsustainable natural resources. The Modular Wood Block Invention with
patent number P00201700592 is a sustainable alternative material that use industrial
enginereed wood. The Modular Wood Block Invention provides a new perspective which is
the modulation of materiality in the design of prefabricated components and assembly
methods without joints in knockdown construction. This research was done to measure the
performance reliability of the Modular Wood Block system against the developed prefabrication
system. The performance reliability measurement of a prefabricated system is the
efficiency of the construction process that relates to time. The analysis uses mix-method
through three stages of research. The first phase uses a comparative qualitative method to
identify similar prefabricated systems through literature studies. Phase Two uses quantitative
exploratory methods to investigate system performance through case studies. The third stage
is to formulate the concept of developing an assembly model to achieve an efficient
construction process. (1) system performance reliability is obtained from the practicality of
connection techniques, and installation techniques (2) erection phase has the highest
presentation of the total installation time compared to the connection phase and lifting (3)
large dimensions, grouping module variations, procedures installation sequentially and
repeatedly can support build speed. The result of weighting on the reliability of Modular
Timber Block system performance, it was found that the component was superior in the lifting
and connection phase, but still weak in the erection phase. The Modular Timber Block System
can be an alternative prefabricated building that is responsive to Indonesia's geographical
conditions, but not compatible yet with the pre-fabrication system that has developed. |
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