the regular inspection report on each specific building should include percussion results. Regular percussion inspection had been conducted before April 1, 2008, but the Building Standards Act did not set forth a penalty for the failure to conduct percussion inspection. The new Building Standards Act specifies additional inspection in the 10th year after construction and outer wall repair, in addition to regular percussion inspection.
The latest data should be saved in servers for recording the results of outer wall inspection, in addition to reporting. By accessing the servers, it would be possible to solve the questions regarding maintenance management for condominium administrators.
The current Building Standards Act stipulates that the outer walls of the following buildings should undergo percussion inspection:
1) Buildings whose abnormalities have been discovered by regular partial percussion or visual inspection;
2) Buildings at the age of 10 years or older;
3) Buildings whose outer walls were repaired 10 years ago;
4) Buildings for which percussion inspection was conducted 10 or more years ago and the results of the latest percussion inspection indicates danger for pedestrians.
Before the amendment to the Building Standards Act, it was stipulated that if any abnormality is detected through partial percussion or visual inspection, the inspector should advise the building owner to conduct “detailed inspection”.
Figure 6. Defective parts on the outer parts of buildings.
After the amendment to the Building Standards Act, it was stipulated that if any abnormality is discovered through partial percussion or visual inspection, the inspector should continue the percussion inspection of the whole surfaces of outer walls  . In addition, it is necessary to carry out the percussion inspection of the whole surfaces of outer walls for the buildings10 years after the construction and also 10 years after the repair of outer walls Figure 7.
3.3. Situation and Analysis of Problems with Rooftops and Roofs
Figure 8 shows the results of the survey on problems with the outer parts of buildings. The results indicate that older buildings have more deteriorated rooftops.
Figure 9 shows the photos of the deteriorated water-proof and protective mortar parts of rooftops.
Figure 7. The defective parts (concrete cracks) of the outer walls of buildings.
Figure 8. Defective parts on rooftops and roofs.
Figure 9. Photos showing defective parts on a rooftop and a roof.
3.4. Situation and Analysis of Problems with the Inner Parts of Buildings
Figure 10 shows the results of the survey on problems with the inner parts of buildings. From these results, it was found that defective parts exist mainly in fire-proof areas and inner walls, and older buildings have more defective parts. As for the fire-proof area among the sub-items of the survey, elevator doors had been recognized as fire-proof doors with the smoke insulation function in the Building Standards Act (Announcement No. 1111 of Construction Ministry in 1981), but this announcement became invalid through the amendment to the Building Standards Act in Jun. 2000.
In order to prevent smoke entering other floors at the time of fire, it becomes necessary to install fire-proof equipment with smoke insulation function according to the revision to the provisions for the smoke insulation function of elevator doors in 2002, Accordingly, the elevator doors of the buildings constructed in or before 2002 do not comply with the new provisions, and these doors are excluded from the results of this survey.
3.5. Situation and Analysis of Problems with Evacuation Equipment, Etc.
Figure 11 shows the results of the survey on problems with evacuation equipment and Figure 12 shows some of photos taken for the survey. These survey results indicate that evacuation stairs and passages have many defective parts. In many cases, daily necessities and bicycles are left and the outdoor devices of air-conditioners are set on evacuation passages, and fire-proof doors for evacuation stairs cannot be closed fully.
The second-year provisions of the “Law for the Partial Amendment to the Building Standards Act”, which was promulgated on June 12, 1998, were enforced on June 1, 2002.
In accordance with Article 36 of the Building Standards Act and Articles 23 and 25 of the Order for Enforcement, the method for calculating stairway width and the standards for setting railings have been changed.
Previously, there were no regulations for railings when calculating stairway width, but through this amendment, it became possible to calculate stairway
Figure 10. Defective parts on a rooftop and a roof.
Figure 11. Defective parts on evacuation equipment, etc.
width while assuming that a railing width of up to 10 cm does not exist. Previously, the setting of railings was not mandatory when there were sidewalls or the like in stairways and landings, but through this amendment, it became ne-
Figure 12. Photos showing defective parts on evacuation equipment, etc.
cessary to set a railing at least at one side, and build sidewalls or the like at both sides on the second floor.
The difference between the old and new laws is the application condition for actual construction work. (See the webpage regarding the amendment to the Building Standards Act.)
The stairway railings of the buildings constructed in or before May 1998 do not comply with the amended law. Stairway railings are set in 90% of the surveyed buildings constructed in or after June 1998.
3.6. Situation and Analysis of Problems with Other Special Structures, Etc.
Figure 13 shows the results of the survey on problems with other special structures, etc.
The survey results indicate that there are a few defective parts in the buildings at the age of 15 years or older, such as corroded parts of lightning rod equipment and defective parts of mechanical parking garages, as shown in Figure 14.
4. Proposal for the Systematization of Building Management
4.1. Current Status of Building Management
By producing building records for maintenance management based on the regular inspection and reporting system and using data for lengthening the lifespan
Figure 13. Defective parts on other special structures, etc.
Figure 14. Photos showing the corroded parts of lightning rods and mechanical parking garages.
of each building as shown in Figure 16, it would be possible to achieve sustainable maintenance management. There are some obstacles and problems to be overcome. It is unclear how much the inspection reports submitted to administrative bodies have been digitalized. The summaries of inspection reports have been recorded, but the records are rarely used for the maintenance of buildings. For inadequate buildings, administrative bodies give instructions, supervision, etc., but for other buildings, building owners just submit reports, and documents are not digitalized, and they are not always utilized. In addition, the items inspected by regular inspection reporters are not sufficient, and so more detailed items are required for producing building diagnosis records. For example, in the survey on outer walls, it is necessary to check and record the ratio of defective parts on outer walls at all sides of each building, the bulging, cracks, peeling, and loss of outer wall tiles, etc.
Figure 15 shows the graph of the characteristics of defective parts on outer wall tiles. It is considered that these survey results varies according to the conditions of land, the structures, shapes, number of stories, etc. of buildings. The authors summarized the results of the survey on 122 buildings in the past 5 years.
These results indicate that the outer wall tiles on the south and west sides have many defective parts, especially bulging tiles. Therefore, it is necessary to sub- classify survey items and define necessary items as data.
On June 17, 2008, the condominium policy division, the urban construction section, the housing bureau, Ministry of Land, Infrastructure, Transport and Tourism issued a template for long-term repair plans, the guidelines for producing a long-term repair plan, and comments. Then, it became necessary to produce an appropriate long-term repair plan for conducting timely and appropriate repair work according to the deterioration of each building, and determine the amount of reserve for large-scale repair based on the plan. It would be effective to interconnect long-term repair plans and regular inspection and reporting forms.
4.2. Systematization of the Maintenance Management
Figure 16 shows a schematic diagram of the systematization of the maintenance
Figure 15. Defective parts of outer wall tiles.
Figure 16. Schematic diagram of the systematization of the maintenance management of buildings.
management of buildings.
1) A Building administrator should request a qualified inspector to inspect his/her building.
2) A regular inspection report is submitted to an administrative body.
In the current system, the procedures end here. The following procedures (3) to (6) are proposed for systematizing the maintenance management of buildings.
3) The documents obtained by the administrative body should be put together by the federation of condominium associations or the like, and stored in a server.
4) The data are saved and stored in a server or the like.
5) Each building manager can retrieve the data on his/her own building only by using his/her ID or password.
It is possible to provide several construction companies with the data for estimating the cost for remolding or large-scale repair. The data can be used as fair, reliable reference materials for estimation  .
If the above processes are established, it will be possible to store and update the basic data and reference materials for the maintenance management of buildings for a long period of time.
In order to solve the problems with compiled design documents owned by many building administrators, designers and constructors need to provide building administrators with at least digitized design and completion drawings (in the PDF format) as the documents describing important items  . If these documents are stored, it will be possible to utilize them for producing regular inspection reports and grasp the states of buildings more easily.
Furthermore, if developers can provide condominium associations, which own completed buildings, with some estimates for construction costs submitted by general contractors to developers at the time of the conclusion of contracts for new construction, they will be easily utilized for selecting construction companies for large-scale renovation or repair in the future  .
For lengthening the lifespan of each building, by systematizing the maintenance management of buildings and developing a supportive system, it will become able to clearly grasp the flow of building inspection and diagnosis, the understanding of building states, the analysis of defective parts, the discussion on solutions, and repair work, and then it will become easier to maintain buildings and produce long-term repair plans. Furthermore, it will be possible to secure the fairness of the estimates for repair work submitted by several general contractors and follow the standards of construction. As it is difficult to avoid the deterioration of buildings, it is essential to establish a system for making buildings sustainable and grasping the information on maintenance management for a long period of time. Another proposal is to record and store the inspection documents digitized from written documents by utilizing the GIS (geographical information system), which would make it easier to manage three-dimensional data and make it possible to retrieve data on condominiums in a moment  . In order to lengthen the lifespan of each building, it is vital for building owners to hold the data of regular inspection and the history of design, construction, and maintenance. This would enable building administrators and constructors to obtain data and check the records of buildings easily, and then take appropriate measures. Especially, it would be possible to propose the maintenance methods by municipalities and the private sector, and develop a system for them  . It is expected that the GIS operated by administrative bodies will be utilized for future systems.
I’m deeply grateful to Dr. Eng, Prof. Hiroatsu Fukuda, Kitakyushu University, Japan, Dr. Eng, Prof. Yupeng Wang, Xi’an Jiaotong University, China, and Dr. Eng, Tao Zhang, Kitakyushu University, Japan for their constructive comments and warm encouragement, while writing this thesis. Advice and support given by them has been a great help.
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