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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻣﺮﻣﺖ ﻭ ﺑﻬﺴﺎﺯﻱ ﺷﺎﻫﮑﺎﺭ ﻣﻌﻤﺎﺭﻱ ﻋﺒﺎﺳﻲ ﻣﺴﺠﺪ ﻭ ﺣﻤﺎﻡ ﻋﻠﻲ ﻗﻠﻲ ﻣﺤﻠﻪ ﺑﻴﺪﺁﺑﺎﺩ‬ ‫ﻣﻬﺴﺎ ﺩﺍﻭﻭﺩﻱ‬

‫ﭼﻜﻴﺪﻩ‪:‬‬ ‫ﺁﺛﺎﺭ ﺗﺎﺭﻳﺨﻲ ﻭ ﺑﺎﺳﺘﺎﻧﻲ ﺍﻳﺮﺍﻥ ﺩﺭ ﺍﺛﺮ ﮔﺬﺷﺖ ﺯﻣﺎﻥ ﻭ ﺣﻮﺍﺩﺙ ﻃﺒﻴﻌﻲ ﺑﻪ ﺳﻮﻱ ﻧﺎﺑﻮﺩﻱ ﭘﻴﺶ ﻣﻲ ﺭﻭﻧﺪ ﮐﻪ ﺍﮔﺮ ﺍﻳﻦ‬ ‫ﺳﺮﻣﺎﻳﻪ ﮔﺮﺍﻥ ﺑﻬﺎ ﺭﺍ ﺑﺘﻮﺍﻥ ﺣﻔﻆ ﻧﻤﻮﺩ ﺩﺭﺁﻣﺪ ﻫﺎﻱ ﻫﻨﮕﻔﺘﻲ ﺍﺯ ﻃﺮﻳﻖ ﺻﻨﻌﺖ ﺗﻮﺭﻳﺴﻢ ﻭ ﺟﻬﺎﻧﮕﺮﺩﻱ ﻋﺎﻳﺪ ﺍﻳﺮﺍﻥ ﻣﻲ‬ ‫ﺷﻮﺩ‪ .‬ﺣﻤﺎﻡ ﻗﺪﻳﻤﻲ ﻣﺤﻠﻪ ﺑﻴﺪﺁﺑﺎﺩ ﻭﺍﻗﻊ ﺩﺭ ﻣﺮﮐﺰ ﺷﻬﺮ ﺗﺎﺭﻳﺨﻲ ﺍﺻﻔﻬﺎﻥ ﻭ ﺩﺭ ﻣﺠﺎﻭﺭﺕ ﺑﻨﺎﻱ ﺑﺴﻴﺎﺭ ﺑﺎ ﺷﮑﻮﻩ ﻣﺴﺠﺪ‬ ‫ﺳﻴﺪ ﻭﺍﻗﻊ ﺷﺪﻩ ﺍﺳﺖ‪ .‬ﺣﻤﺎﻡ ﻭ ﻣﺴﺠﺪ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ ﺑﺎ ﺗﻤﺎﻡ ﺩﺍﺷﺘﻪ ﻫﺎﻱ ﺧﻮﺩ ﺑﻴﺶ ﺍﺯ ﺻﺪ ﺳﺎﻝ ﺑﻪ ﻓﺮﺍﻣﻮﺷﻲ ﺳﭙﺮﺩﻩ‬ ‫ﺷﺪﻩ ﺑﻮﺩﻧﺪ ﺍﻣﺎ ﺑﺎ ﻫﻤﺖ ﻣﻴﺮﺍﺙ ﺍﻳﻦ ﺑﻨﺎﻱ ﺗﺎﺭﻳﺨﻲ ﺑﻬﺴﺎﺯﻱ ﻭ ﻣﺮﻣﺖ ﺷﺪﻩ ﺍﺳﺖ ﮐﻪ ﺩﺭ ﺍﻳﻦ ﻣﻘﺎﻟﻪ ﺑﻪ ﺁﻥ ﻣﻲ ﭘﺮﺩﺍﺯﻳﻢ‪.‬‬ ‫ﻭﺍﮊﮔﺎﻥ ﻛﻠﻴﺪﻱ‪ :‬ﺑﻨﺎﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ‪ ،‬ﺑﻬﺴﺎﺯﻱ ﻟﺮﺯﻩ ﺍﻱ‪ ،‬ﺑﻬﺴﺎﺯﻱ ﺑﺎﻓﺖ ﻫﺎﻱ ﻓﺮﺳﻮﺩﻩ‪ ،‬ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ‬ ‫‪-١‬ﻣﻘﺪﻣﻪ‪:‬‬ ‫ﺑﺮﺧﻼﻑ ﺳﺎﺧﺘﻤﺎﻧﻬﺎﻱ ﺭﻭﺳﺘﺎﺋﻲ ﻳﺎ ﺷﻬﺮﻱ ﺁﺟﺮﻱ ﻭ ﺧﺸﺘﻲ ﻛﻪ ﺩﺭ ﺯﻟﺰﻟﻪ ﻫﺎﻱ ﻣﺨﺮﺏ ﺗﺎﺏ ﻣﻘﺎﻭﻣﺖ ﻧﺪﺍﺭﻧﺪ‪ ،‬ﺑﻨﺎﻫﺎﻱ‬ ‫ﺑﺎﺳﺘﺎﻧﻲ ﻣﻤﻜﻦ ﺍﺳﺖ ﺑﺘﻮﺍﻧﻨﺪ ﺯﻟﺰﻟﻪ ﻫﺎﻱ ﻧﺴﺒﺘﺎ ﻗﻮﻱ ﺭﺍ ﻫﻢ ﺗﺎ ﺣﺪﻭﺩﻱ ﺗﺤﻤﻞ ﻛﺮﺩﻩ‪ ،‬ﺑﺎ ﺗﺤﻤﻞ ﺧﺴﺎﺭﺍﺗﻲ ﭘﺎﻳﺪﺍﺭﻱ ﻛﻠﻲ‬ ‫ﺧﻮﺩ ﺭﺍ ﺣﻔﻆ ﻛﻨﻨﺪ‪ .‬ﺍﻣﺎ ﺑﻌﻴﺪ ﺍﺳﺖ ﻛﻪ ﺍﻳﻦ ﺑﻨﺎﻫﺎ ﺑﺘﻮﺍﻧﻨﺪ ﺩﺭ ﺯﻟﺰﻟﻪ ﻫﺎﻱ ﺑﺴﻴﺎﺭ ﻣﺨﺮﺏ ﻫﻢ ﭘﺎﻳﺪﺍﺭ ﺑﻤﺎﻧﻨﺪ ﻭ ﺩﺭ ﻫﺮ ﺣﺎﻝ‬ ‫ﻣﻘﺎﻭﻣﺖ ﺑﻨﺎﻫﺎﻱ ﺑﺎﺳﺘﺎﻧﻲ ﺩﺭ ﻣﻘﺎﺑﻞ ﺯﻟﺰﻟﻪ ﺑﻪ ﺭﺍﺣﺘﻲ ﻗﺎﺑﻞ ﺗﺨﻤﻴﻦ ﻧﻴﺴﺖ ﻭ ﻧﻤﻲ ﺗﻮﺍﻥ ﺩﺭﺟﻪ ﺍﻃﻤﻴﻨﺎﻥ ﻣﺸﺨﺼﻲ ﺭﺍ ﺩﺭ‬ ‫ﺍﻳﻦ ﻣﻮﺭﺩ ﺑﺪﺳﺖ ﺍﻭﺭﺩ‪ .‬ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺍﻫﻤﻴﺖ ﻓﺮﻫﻨﮕﻲ ﻓﻮﻕ ﺍﻟﻌﺎﺩﻩ ﺑﻨﺎﻫﺎﻱ ﺑﺎﺳﺘﺎﻧﻲ ﻭ ﻋﺪﻡ ﺍﻃﻤﻴﻨﺎﻥ ﻗﻄﻌﻲ ﺑﻪ ﺭﻓﺘﺎﺭﺷﺎﻥ ﺩﺭ‬ ‫ﻫﻨﮕﺎﻡ ﺯﻟﺰﻟﻪ ﻻﺯﻡ ﺍﺳﺖ ﺁﻧﻬﺎ ﺭﺍ ﺗﻘﻮﻳﺖ ﮐﺮﺩ‪ .‬ﺯﻣﻴﻦ ﻟﺮﺯﻩ ﻭﻳﺮﺍﻧﮕﺮ ﺑﻢ ﻣﻮﺟﺐ ﺑﺮﻭﺯ ﺗﻠﻔﺎﺕ ﺍﻧﺴﺎﻧﻲ‪ ،‬ﻭﻳﺮﺍﻧﻲ‬ ‫ﻭﺧﺴﺎﺭﺍﺕ ﻋﻈﻴﻢ ﺑﻪ ﻣﻴﺮﺍﺙ ﻓﺮﻫﻨﮕﻲ ﮔﺮﺩﻳﺪ‪ ،‬ﺷﺎﻳﺪ ﺍﻳﻦ ﺣﺎﺩﺛﻪ ﻣﺎﻧﻨﺪ ﻳﻚ ﺷﻮﻙ ﻋﻈﻴﻢ ﺑﻴﺶ ﺍﺯ ﭘﻴﺶ ﻛﺎﺭﺷﻨﺎﺳﺎﻥ‬ ‫ﻭﺩﺳﺖ ﺍﻧﺪﺭﻛﺎﺭﺍﻥ ﺭﺍ ﺑﻪ ﻓﻜﺮ ﺭﺍﻫﻜﺎﺭﻫﺎﺋﻲ ﺟﻬﺖ ﻛﺎﻫﺶ ﺧﺴﺎﺭﺍﺕ ﺍﺣﺘﻤﺎﻟﻲ ﺩﺭ ﻫﻨﮕﺎﻡ ﺯﻟﺰﻟﻪ ﺑﻪ ﻭﻳﮋﻩ ﺩﺭ ﺑﻨﺎﻫﺎﻱ‬ ‫ﺗﺎﺭﻳﺨﻲ ﻓﺮﻭﺑﺮﺩ ﻭ ﺍﺯ ﺁﻥ ﺗﺎﺭﻳﺦ ﺗﺎﻛﻨﻮﻥ ﺩﺭ ﻧﻘﺎﻁ ﻭ ﺳﺎﺯﻣﺎﻥ ﻫﺎﻱ ﻣﺨﺘﻠﻒ ﻛﺎﺭﻫﺎﺋﻲ ﺻﻮﺭﺕ ﮔﺮﻓﺘﻪ ﺍﺳﺖ‪ .‬ﺩﺭ ﺍﻳﻦ‬ ‫ﻣﻘﺎﻟﻪ ﺭﺍﻫﻜﺎﺭﻫﺎﺋﻲ ﺟﻬﺖ ﻛﺎﻫﺶ ﺁﺳﻴﺒﻬﺎﻱ ﻭﺍﺭﺩﻩ ﺑﻪ ﺑﻨﺎﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻣﻲ ﺑﺎﺷﺪ‪ .‬ﺑﺎ ﺑﻬﺴﺎﺯﻱ ﻭ ﻣﺮﻣﺖ ﺑﻪ ﻣﻮﻗﻊ ﺍﻟﺒﺘﻪ ﺑﺎ‬ ‫ﺷﻨﺎﺧﺖ ﺯﻣﺎﻥ ﺑﺎﺯﺭﺳﻲ ﺑﻨﺎﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻣﻲ ﺗﻮﺍﻥ ﺗﺎ ﺣﺪ ﺯﻳﺎﺩﻱ ﺍﺯ ﺁﺳﻴﺒﻬﺎﻱ ﻭﺍﺭﺩﻩ ﻛﺎﺳﺖ‪.‬‬ ‫‪ -٢‬ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﺑﺎﻓﺘﻬﺎﻱ ﻓﺮﺳﻮﺩﻩ ﻭ ﺗﺎﺭﻳﺨﻲ‪:‬‬ ‫ﺗﺪﺍﺧﻞ ﺑﺎﻓﺘﻬﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻭ ﻓﺮﺳﻮﺩﻩ ﻭ ﻧﺤﻮﻩ ﺩﺧﺎﻟﺖ ﺩﺭ ﺁﻧﻬـﺎ ﻣﺪﺗﻬﺎﺳـﺖ ﻛـﻪ ﻣـﻮﺭﺩ ﺑﺤـﺚ ﻣـﺪﻳﺮﺍﻥ ﺳـﺎﺯﻣﺎﻥ ﻣﻴـﺮﺍﺙ‬ ‫ﻓﺮﻫﻨﮕﻲ ﻭ ﺷﺮﻛﺘﻬﺎﻱ ﻣﺨﺘﻠﻒ ﻋﻤﺮﺍﻥ ﻭ ﺑﻬﺴﺎﺯﻱ ﺍﺳﺖ‪.‬‬ ‫ﺩﺭ ﺍﻳﻦ ﻣﻴﺎﻥ ﺑﻲﺗﻮﺟﻬﻲ ﺑﻪ ﺍﺭﺯﺵﻫﺎﻱ ﻛﺎﻟﺒـﺪﻱ‪ ،‬ﺗـﺎﺭﻳﺨﻲ ﻭ ﻫـﻮﻳﺘﻲ ﺑﺮﺧـﻲ ﺑﺎﻓـﺖﻫـﺎ ﺍﺯ ﺳـﻮﻱ ﺑﺮﺧـﻲ ﺷـﺮﻛﺖﻫـﺎﻱ‬ ‫ﻣﺪﺍﺧﻠــﻪﻛﻨﻨــﺪﻩ ﺩﺭ ﺍﻣــﺮ ﻧﻮﺳــﺎﺯﻱ ﻭ ﺑﻬﺴــﺎﺯﻱ ﻫﻤﭽﻨــﻴﻦ ﺗﻌﻠــﻞ ﺳــﺎﺯﻣﺎﻥ ﻣﻴــﺮﺍﺙ ﻓﺮﻫﻨﮕــﻲ ﻭ ﮔﺮﺩﺷــﮕﺮﻱ ﺩﺭ ﺗﻌﻴــﻴﻦ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻣﺤﺪﻭﺩﻩﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻭ ﺗﺪﻭﻳﻦ ﺿﻮﺍﺑﻂ ﻭ ﺳﻴﺎﺳﺖﻫﺎﻱ ﺟﺪﻳﺪ ﺩﺭ ﻧﺤﻮﻩ ﻣﺪﺍﺧﻠﻪ ﺩﺭ ﺁﻧﻬﺎ‪ ،‬ﺑـﻴﺶ ﺍﺯ ﭘـﻴﺶ ﺍﻳـﻦ‬ ‫ﻋﻨﺎﺻﺮ ﺍﺭﺯﺷﻤﻨﺪ ﺭﺍ ﺩﺭ ﺍﻧﺰﻭﺍ ﻓﺮﻭ ﺑﺮﺩﻩ ﺍﺳﺖ‪.‬‬ ‫ﺗﻌﻠﻞ ﺳﺎﺯﻣﺎﻥ ﻣﻴﺮﺍﺙ ﻓﺮﻫﻨﮕﻲ ﺩﺭ ﺍﻳﻦ ﺍﻣﺮ ﻣﻮﺟﺐ ﺑﺮﻭﺯ ﺍﺗﻔﺎﻗﺎﺗﻲ ﻧﻈﻴﺮ ﺁﻧﭽﻪ ﺩﺭ ﺍﺻـﻔﻬﺎﻥ ﻭ ﺑـﺮﺍﻱ ﺧﺎﻧـﻪ ﺻـﻔﻮﻱ ﺑـﺮﻭﺯ‬ ‫ﻛﺮﺩ ﻣﻲﺷﻮﺩ‪ .‬ﻫﻤﭽﻨﻴﻦ ﺑﺮﺧﻮﺭﺩ ﺍﺟﺒﺎﺭﻱ ﺍﺯ ﺳﻮﻱ ﺍﻳﻦ ﺳﺎﺯﻣﺎﻥ ﺑﺎ ﻣﺮﺩﻡ ﺑﺮﺍﻱ ﺣﻔﻆ ﺧﺎﻧﻪﻫﺎ ﻭ ﺑﻨﺎﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﺧـﻮﺩ ﺑـﻪ‬ ‫ﺷﻜﻞ ﻣﻮﺯﻩﺍﻱ ﻣﻮﺟﺐ ﺑﺮﺧﻮﺭﺩ ﻗﻬﺮﻱ ﺁﻧﺎﻥ ﻣﻲﺷﻮﺩ‪.‬‬ ‫‪ -٣‬ﺷﺎﺧﺼﻪ ﻫﺎﻱ ﺍﻭﻟﻮﻳﺖ ﺑﻬﺴﺎﺯﻱ‪:‬‬ ‫ﺩﻭ ﭘﺎﺭﺍﻣﺘﺮ ﺩﺭ ﺗﻌﻴﻴﻦ ﺍﻳﻦ ﺍﻭﻟﻮﻳﺖﻫﺎ ﺩﺭ ﻧﻈﺮ ﮔﺮﻓﺘﻪ ﻣﻲﺷﻮﺩ‪ .‬ﻭﺳﻌﺖ ﻭ ﺍﺑﻌﺎﺩ ﺑﺎﻓﺖ ﻓﺮﺳﻮﺩﻩ ﺑﻪ ﻧﺴﺒﺖ ﻛﻞ ﺑﺎﻓﺖ ﺷﻬﺮﻱ‬ ‫ﻭ ﺟﻤﻌﻴﺖ ﺑﺎﻓﺖ ﻓﺮﺳﻮﺩﻩ ﺑﻪ ﻧﺴﺒﺖ ﺟﻤﻌﻴﺖ ﻛﻞ ﺑﺎﻓﺖ ﻫﻤﭽﻨﻴﻦ ﻭﺿﻌﻴﺖ ﻟﺮﺯﻩﺧﻴﺰﻱ ﻣﻨﻄﻘﻪ ﻓﺎﻛﺘﻮﺭﻫﺎﻱ ﺍﺻﻠﻲ ﺩﺭ‬ ‫ﺍﻧﺘﺨﺎﺏ ﺍﻳﻦ ﺷﻬﺮﻫﺎ ﻫﺴﺘﻨﺪ‪ .‬ﻟﺮﺯﻩﺧﻴﺰﻱ ﻣﻨﺎﻃﻖ ﻣﺨﺘﻠﻒ ﺑﺮﭘﺎﻳﻪ ﻣﻄﺎﻟﻌﺎﺕ ﭘﻬﻨﻪﺑﻨﺪﻱ ﺯﻟﺰﻟﻪ ﻛﻪ ﺗﻮﺳﻂ ﺳﺎﺯﻣﺎﻥ‬ ‫ﺯﻣﻴﻦﺷﻨﺎﺳﻲ ﺍﻧﺠﺎﻡ ﺷﺪﻩ ﺑﻪ ﻣﻨﺎﻃﻖ ﺑﺴﻴﺎﺭ ﭘﺮﺧﻄﺮ‪ ،‬ﭘﺮﺧﻄﺮ‪ ،‬ﻣﺘﻮﺳﻂ ﻭ ﻛﻢﺧﻄﺮ ﺗﻘﺴﻴﻢﺑﻨﺪﻱ ﻣﻲﺷﻮﺩ‪ .‬ﺑﺮ ﻫﻤﻴﻦ ﭘﺎﻳﻪ ﺑﺮﺍﻱ‬ ‫ﺗﻌﺪﺍﺩﻱ ﺍﺯ ﺷﻬﺮﻫﺎﻱ ﻭﺍﺟﺪ ﺷﺮﺍﻳﻂ ﻃﺮﺡ ﺗﻔﺼﻴﻠﻲ ﻭﻳﮋﻩ ﺗﻬﻴﻪ ﻭ ﺗﺼﻮﻳﺐ ﺷﺪ‪ .‬ﻃﺮﺡﻫﺎﻱ ﻭﻳﮋﻩ ﺗﻬﻴﻪ ﺷﺪﻩ ﺩﺭ ﺍﺑﻌﺎﺩ‬ ‫ﻣﺨﺘﻠﻔﻲ ﻭ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺿﻮﺍﺑﻂ ﻣﻘﺮﺭﺍﺕ ﻻﺯﻡ ﺑﺮﺍﻱ ﺗﻀﻤﻴﻦ ﻧﻮﺳﺎﺯﻱ ﻭ ﺑﻬﺴﺎﺯﻱ ﺑﺎﻓﺖﻫﺎﻱ ﻳﺎﺩ ﺷﺪﻩ ﺍﺟﺮﺍﻳﻲ ﻣﻲﺷﻮﻧﺪ‪.‬‬ ‫ﺑﻨﺎﻫﺎﻱ ﻣﻌﻤﺎﺭﻱ ﺗﺎﺭﻳﺨﻲ ﺗﻨﻬﺎ ﺍﺛﺮﻫﻨﺮﻱ ﺻﺮﻑ ﻧﻴﺴﺘﻨﺪ ﺑﻠﻜﻪ ﺩﺭﺯﻣﺎﻥ ﺗﻮﻟﺪ ﻭ ﺣﻀﻮﺭﺷﺎﻥ ﺑﻪ ﺩﻟﻴﻞ ﻣﻌﻄﻮﻑ ﺑﻮﺩﻥ ﺑﻪ‬ ‫ﺯﻧﺪﮔﻲ ﺍﻧﺴﺎﻧﻲ ﻭ ﺣﻴﺎﺕ ﺑﺸﺮﻱ ﺩﺍﺭﺍﻱ ﻓﺮﻫﻨﮓ ﻭ ﺯﺑﺎﻥ ﺧﺎﺹ ﺧﻮﺩ ﺷﺪﻩ ﺍﻧﺪ ﻭﺍﻳﻦ ﻣـﻮﺿﻮﻉ ﺩﺭﮔﺮﻣﺎﺑﻪ ﻫﺎ ﻧﻤﻮﺩ‬ ‫ﺑﻴﺸﺘﺮﻱ ﻳﺎﻓﺘﻪ ﺍﺳﺖ ‪.‬‬ ‫ﺣﻤﺎﻡ ﻫﺎ ﺍﺯ ﺟﻤﻠﻪ ﺍﺑﻨﻴﻪ ﻣﻬﻢ ﺷﻬﺮﻱ ﺑﻮﺩﻩ ﮐﻪ ﻣﻌﻤﻮﻻ ﺩﺭ ﻣﺮﺍﮐﺰ ﻣﺤﻼﺕ ﻭ ﻳﺎ ﺩﺭ ﻣﺠﺎﻭﺭ ﺭﺍﺳﺘﻪ ﻫﺎﻱ ﺑﺎﺯﺍﺭ ﻭ ﻳﺎ ﮔﺬﺭ‬ ‫ﻫﺎﻱ ﺍﺻﻠﻲ ﺍﺣﺪﺍﺙ ﻣﻲ ﺷﺪﻩ ﺍﺳﺖ‪.‬‬

‫ﺷﮑﻞ ‪١‬ﻓﻀﺎﻱ ﺑﻴﺮﻭﻧﻲ ﺣﻤﺎﻡ ﻋﻠﻲ ﻗﻠﻲ ﺍﻗﺎ‬ ‫‪-٤‬ﻟﺰﻭﻡ ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﺑﻨﺎﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﺑﻮﻳﮋﻩ ﻣﺴﺠﺪ ﻫﺎ‪:‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻣﻄﺎﻟﻌﺎﺕ ﺍﻧﺠﺎﻡ ﻳﺎﻓﺘﻪ ﺑﻪ ﻣﻨﻈﻮﺭ ﺍﺭﺯﻳﺎﺑﻲ ﻣﺘﺪ ﺗﻘﻮﻳﺖ ﻭ ﺑﺎﺯﺳﺎﺯﻱ ﻭ ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﻣﺴﺎﺟﺪ ﺍﺳﻼﻣﻲ ﺑﺎ ﻋﻨﺎﻳﺖ ﺑﻪ‬ ‫ﻟﺰﻭﻡ ﺣﻔﺎﻇﺖ ﺍﺯ ﺁﺛﺎﺭ ﺍﺭﺯﻧﺪﻩ ﺗﺎﺭﻳﺨﻲ‪ ،‬ﻃﺮﺡ ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﻣﺴﺎﺟﺪ ﺩﺭ ﭼﻬﺎﺭﭼﻮﺏ ﺭﻋﺎﻳﺖ ﺍﺻﻮﻝ ﻓﻦ‬ ‫ﻭﺍﻗﺘﺼﺎﺩ ﺗﻮﺟﻪ ﻛﺎﺭﺷﻨﺎﺳﺎﻥ ﺭﺍ ﺑﻪ ﺧﻮﺩ ﻣﻌﻄﻮﻑ ﺩﺍﺷﺖ‪ .‬ﻫﺪﻑ ﻣﻘﺎﻭﻡ ﺳﺎﺯﻱ ﺳﺎﺧﺘﻤﺎﻥ ﺩﺭﻣﻘﺎﺑﻞ ﺯﻟﺰﻟﻪ ﺑﺮﺍﺳﺎﺱ ﺁﺧﺮﻳﻦ‬ ‫ﺩﺳﺘﺎﻭﺭﺩﻫﺎ ﻭ ﺗﻜﻨﻮﻟﻮﮊﻱ ﻧﻮﻳﻦ ﻭ ﺑﺎ ﺍﻧﺠﺎﻡ ﻗﺎﺏ ﺑﻨﺪﻱ ﻛﻞ ﺳﺎﺧﺘﻤﺎﻥ ﻭﺍﻳﺠﺎﺩ ﻳﻚ ﺳﻴﺴﺘﻢ ﻳﻜﭙﺎﺭﭼﻪ ﭘﺎﻳﺪﺍﺭ ﻣﻲ ﺑﺎﺷﺪ‪.‬‬ ‫‪ -١-٤‬ﺳﺎﺯﻧﺪ ﻣﺴﺠﺪ‪:‬‬ ‫ﺷﻬﺮ ﺍﺻﻔﻬﺎﻥ ﺩﺭ ﺭﺩﻳﻒ ﺍﻭﻟﻴﻦ ﺳﻜﻨﺎﮔﺎﻩ ﻫﺎﻱ ﺑﺸﺮ ﻭ ﭘﺮ ﺍﺯ ﺁﺛﺎﺭ ﺗﺎﺭﻳﺨﻲ ﻣﺘﻌﻠﻖ ﺑﻪ ﺩﻭﺭﻩ ﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻗﺒﻞ ﻭ ﺑﻌﺪ ﺍﺯ‬ ‫ﺍﺳﻼﻡ ﺍﺳﺖ‪ .‬ﺷﻬﺮﻱ ﺑﺎ ﺳﺎﺧﺘﻤﺎﻥ ﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﻭ ﺑﺎ ﻃﺮﺍﺣﻲ ﻣﻌﻤﺎﺭﻱ ﺷﺎﺧﺺ ﻛﻪ ﺍﻟﺒﺘﻪ ﺯﻟﺰﻟﻪ ﺧﻴﺰ ﻧﻴﺰ ﻣﻲ ﺑﺎﺷﺪ‪ .‬ﺁﺛﺎﺭ‬ ‫ﺗﺎﺭﻳﺨﻲ ﺍﻳﻦ ﺷﻬﺮ ﺗﻨﻬﺎ ﺑﻪ ﺧﺎﻃﺮ ﺷﺮﺍﻳﻂ ﺧﺎﺹ ﻣﻨﻄﻘﻪ ﻭ ﺧﺴﺎﺭﺕ ﻫﺎﻱ ﻭﺍﺭﺩﻩ ﻣﻮﺭﺩ ﻣﻄﺎﻟﻌﻪ ﻗﺮﺍﺭﻧﮕﺮﻓﺘﻪ ﺑﻠﻜﻪ ﺑﺨﺎﻃﺮ‬ ‫ﺳﭙﺮﻱ ﻛﺮﺩﻥ ﺩﻭﺭﺍﻥ ﻃﻮﻳﻠﻲ ﺍﺯ ﻋﻤﺮ ﺧﻮﺩ ﺩﺭ ﻣﻘﺎﺑﻞ ﺯﻟﺰﻟﻪ ﻣﻮﺭﺩ ﺗﻮﺟﻪ ﻗﺮﺍﺭ ﮔﺮﻓﺘﻪ ﺍﻧﺪ‪ .‬ﻛﻪ ﺗﻮﺟﻪ ﺑﻪ ﻣﻮﺍﺭﺩ ﺯﻳﺮ ﺩﺭ‬ ‫ﺑﺮﺭﺳﻲ ﭘﺎﻳﺪﺍﺭﻱ ﺳﺎﺯﻩ ﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﺁﻥ ﻻﺯﻡ ﺍﺳﺖ‪ :‬ﻣﺤﻞ ﺍﺳﺘﻘﺮﺍﺭ‪،‬ﺧﺼﻮﺻﻴﺎﺕ ﺍﺻﻠﻲ‪،‬ﺳﻴﺴﺘﻢ ﺳﺎﺯﻩ ﺍﻱ‪،‬ﻫﻨﺪﺳﻪ ﺳﺎﺯﻩ‬ ‫ﻭﺧﺎﺭﺝ ﺍﺯ ﻣﻮﺍﺭﺩ ﻳﺎﺩﺷﺪﻩ ﻣﺴﺠﺪ ﺑﻪ ﻋﻨﻮﺍﻥ ﻧﻤﻮﻧﻪ ﻣﻄﺎﻟﻌﺎﺗﻲ ﻣﺴﺠﺪ ﻫﺎﻱ ﺗﺎﺭﻳﺨﻲ ﺑﺎ ﺩﻭﺭﻩ ﻫﺎﻱ ﻣﺨﺘﻠﻒ ﺳﺎﺧﺖ ﻣﻲ‬ ‫ﺗﻮﺍﻧﺪ ﺑﻪ ﻋﻨﻮﺍﻥ ﻧﻤﻮﻧﻪ ﻣﻨﺎﺳﺒﻲ ﺟﻬﺖ ﺭﻭﻧﺪ ﻳﺎﺑﻲ ﻛﻠﻲ ﻣﺴﺎﺟﺪ ﺩﻳﮕﺮ ﻣﻲ ﺗﻮﺍﻧﺪ ﺑﻜﺎﺭﮔﻴﺮﻱ ﺷﻮﺩ‪ .‬ﻧﺤﻮﻩ ﮔﺮﺩﺵ ﻛﺎﺭ‬ ‫ﺑﺸﺮﺡ ﺯﻳﺮ ﺍﻧﺠﺎﻡ ﭘﺬﻳﺮﻓﺖ‪:‬‬ ‫‪ -1‬ﺗﻌﻴﻴﻦ ﺧﺼﻮﺻﻴﺎﺕ ﻓﻴﺰﻳﻜﻲ‪ ،‬ﻣﻜﺎﻧﻴﻜﻲ ﻭﺷﻴﻤﻴﺎﻳﻲ ﻣﺼﺎﻟﺢ ﻣﺼﺮﻓﻲ ﺩﺭﺳﺎﺧﺘﻤﺎﻥ ﺑﻪ ﻫﻤﺮﺍﻩ ﺁﺯﻣﺎﻳﺶ ﻫﺎﺋﻲ ﺍﺯ ﻧﻤﻮﻧﻪ‬ ‫ﻫﺎﻱ ﻣﺼﺎﻟﺢ ﻣﺼﺮﻓﻲ ﺷﺎﻣﻞ ﻣﻼﺕ‪ ،‬ﺁﺟﺮ‪ ،‬ﺳﻨﮓ ﻭ … ﻭ ﻫﻤﭽﻨﻴﻦ ﺩﺍﻧﻪ ﺑﻨﺪﻱ ﻣﻼﺕ‪.‬‬ ‫‪ -2‬ﺗﻌﻴﻴﻦ ﭘﺎﺭﺍﻣﺘﺮﻫﺎﻱ ﺍﺻﻠﻲ ﺯﻟﺰﻟﻪ ﺩﺭ ﻣﺤﻞ ﺍﺳﺘﻘﺮﺍﺭ ﺳﺎﺧﺘﻤﺎﻥ‪ ،‬ﻣﻮﺍﺭﺩ ﮊﺋﻮﻓﻴﺰﻳﻜﻲ ﻣﻨﻄﻘﻪ‪ ،‬ﺗﻌﺪﺍﺩ ﺯﻟﺰﻟﻪ ﻫﺎﻱ ﻭﻗﻮﻉ‬ ‫ﻳﺎﻓﺘﻪ ﺩﺭﮔﺬﺷﺘﻪ ﺑﺮﺣﺴﺐ ﺷﺪﺕ ﺁﻧﻬﺎ ﺑﺮﺍﻱ ﻳﻚ ﺩﻭﺭﻩ ﺑﺎﺯﮔﺸﺖ ﺯﻟﺰﻟﻪ‪ ،‬ﺷﺘﺎﺏ ﻫﺎﻱ ﻣﺎﻛﺰﻳﻤﻢ ﺑﺮﺍﻱ ﺯﻟﺰﻟﻪ ﻃﺮﺡ‬ ‫‪ -3‬ﺗﻌﻴﻴﻦ ﺧﺼﻮﺻﻴﺎﺕ ﺍﺻﻠﻲ ﺩﻳﻨﺎﻣﻴﻜﻲ ﺳﺎﺧﺘﻤﺎﻥ ﻣﻮﺟﻮﺩ ﺑﺎ ﻓﺮﻛﺎﻧﺲ ﻫﺎﻱ ﻃﺒﻴﻌﻲ ﻭ ﻣﺪﻫﺎﻱ ﺍﺭﺗﻌﺎﺵ ﺩﺭ ﺟﻬﺎﺕ ‪y,x‬‬ ‫ﻛﻪ ﺑﻮﺳﻴﻠﻪ ﺗﻜﻨﻴﻚ ﻫﺎﻱ ﺍﺭﺗﻌﺎﺷﻲ ﺑﺪﺳﺖ ﻣﻲ ﺁﻳﺪ ﻭ ﺣﺎﺻﻞ ﻛﺎﺭ ﻓﺮﻛﺎﻧﺲ ‪4/8HZ‬ﻭ‪6HZ‬ﺑﺮﺍﻱ ﺟﻬﺎﺕ‪N-S,E-‬‬ ‫‪ W‬ﻣﻲ ﺑﺎﺷﺪ‪.‬‬ ‫‪ -٤‬ﺁﻧﺎﻟﻴﺰ ﭘﺎﺳﺦ ﺩﻳﻨﺎﻣﻴﻜﻲ ﺳﺎﺯﻩ ﻣﻮﺟﻮﺩ ﺑﻪ ﻣﻨﻈﻮﺭ ﺍﺭﺯﻳﺎﺑﻲ ﻇﺮﻓﻴﺖ ﺳﺎﺯﻩ ﺑﻪ ﻃﻮﺭﻳﻜﻪ ﺳﺎﺯﻩ ﺗﺤﺖ ﺍﺛﺮ ﺷﺘﺎﺏ‬ ‫ﻫﺎﻱ‪0.12g‬‬ ‫‪ 0.14 g‬ﺑﺮﺍﻱ ﻳﻚ ﺩﻭﺭﻩ ﺑﺎﺯﮔﺸﺖ ﻳﻚ ﺻﺪﺳﺎﻟﻪ ﺑﺎﻳﺪ ﺭﻓﺘﺎﺭ ﺍﻻﺳﺘﻴﻚ ﺩﺍﺷﺘﻪ ﻭﺑﺎ ﺗﺤﻤﻞ ﺧﺴﺎﺭﺕ ﻫﺎﻱ ﻛﻢ ﺩﺭﺳﻴﺴﺘﻢ‬ ‫ﺳﺎﺯﻩ ﺍﺻﻠﻲ ﻭ ﺗﺤﻤﻞ ﺧﺴﺎﺭﺕ ﻫﺎﻱ ﻧﺴﺒﺘﹰﺎ ﺯﻳﺎﺩ ﺩﺭﺍﻟﻤﺎﻥ ﻫﺎﻱ ﺩﺭﺟﻪ ﺩﻭﻡ ﻛﻪ ﻗﺎﺑﻞ ﻣﺮﻣﺖ ﻭ ﺗﻌﻤﻴﺮ ﺑﺎﺷﻨﺪ‪ .‬ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ‬ ‫ﺩﻳﺪﮔﺎﻩ ﻫﺎﻱ ﻓﻮﻕ ﺍﻧﺘﻈﺎﺭ ﺑﺮﺍﻳﻦ ﺑﻮﺩ ﻛﻪ ﺯﻟﺰﻟﻪ ‪0/20 g‬ﻭ ﺑﺎ ﺩﻭﺭﻩ ﺑﺎﺯﮔﺸﺖ ‪ 200‬ﺳﺎﻟﻪ ﻣﻲ ﺗﻮﺍﻧﺪ ﺧﺴﺎﺭﺕ ﺑﺎﺷﺘﺎﺏ‬ ‫ﻫﺎﻱ ﺟﺪﻱ ﺑﻪ ﺑﺨﺶ ﻫﺎﻱ ﮔﻨﺒﺪ‪ ،‬ﺍﻳﻮﺍﻥ‪ ،‬ﮔﭻ ﺑﺮﻱ ﻫﺎ‪ ،‬ﻧﻌﻞ ﺩ ﺭﮔﺎﻩ ﻫﺎ ﻭﺍﺭﺩﻧﻤﺎﻳﺪ‪ .‬ﻫﺪﻑ ﺍﺻﻠﻲ ﻗﺎﺑﻞ ﻣﺮﻣﺖ ﻭ ﺗﻌﻤﻴﺮ‬ ‫ﺑﻮﺩﻥ ﺍﻳﻦ ﺧﺴﺎﺭﺍﺕ ﻣﻲ ﺑﺎﺷﺪ‪.‬‬ ‫‪-٢-٤‬ﻣﻌﺮﻓﻲ ﻣﺠﻤﻮﻋﻪ‪:‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﻣﺠﻤﻮﻋﻪ ﺗﺎﺭﻳﺨﻲ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ ﺍﺯ ﺍﺛﺮﺍﺕ ﻫﻨﺮﻱ ﻣﻌﻤﺎﺭﻱ ﻭ ﺷﻬﺮ ﺳﺎﺯﻱ ﺩﻭﺭﺍﻥ ﭘﺮ ﻋﻈﻤﺖ ﺻﻔﻮﻳﻪ ﺍﺳﺖ ﮐﻪ‬ ‫ﺩﺭ ﻣﺤﻠﻪ ﺑﻴﺪ ﺁﺑﺎﺩ ﻭﺍﻗﻊ ﮔﺮﺩﻳﺪﻩ ﻭ ﺷﺎﻣﻞ ﺑﺎﺯﺍﺭ ﻭ ﭼﻬﺎﺭ ﺳﻮﻕ –ﻣﺴﺠﺪ‪ -‬ﻣﮑﺘﺐ ﺧﺎﻧﻪ ‪-‬ﺣﻤﺎﻡ‪ -‬ﺯﻭﺭ‬ ‫ﺧﺎﻧﻪ ﻭ ﮐﺎﺭﻭﺍﻧﺴﺮﺍ ﻭ ﺩﮐﺎﮐﻴﻦ ﮐﺴﺒﻪ ﻣﺨﺘﻠﻒ ﺑﻮﺩﻩ ﻭ ﻣﺘﺂﺳﻔﺎﻧﻪ ﺑﻪ ﻣﺮﻭﺭ ﺯﻣﺎﻥ ﻗﺴﻤﺘﻬﺎﻳﻲ ﺍﺯ ﺍﻳﻦ ﻣﺠﻤﻮﻋﻪ ﺗﺨﺮﻳﺐ ﻭ‬ ‫ﺑﺠﺎﻱ ﺁﻥ ﺑﻨﺎﻫﺎﻱ ﺟﺪﻳﺪ ﺍﺣﺪﺍﺙ ﮔﺮﺩﻳﺪﻩ ﺍﺳﺖ ﻭ ﺳﺎﻳﺮ ﻗﺴﻤﺖ ﻫﺎﻱ ﺑﺎﻗﻲ ﻣﺎﻧﺪﻩ ﻧﻴﺰ ﺍﺣﺘﻴﺎﺝ ﻣﺒﺮﻡ ﺑﻪ ﻣﺮﻣﺖ ﻭ ﺍﺣﻴﺎﺀ‬ ‫ﺩﺍﺷﺘﻪ ﮐﻪ ﺧﻮﺷﺒﺨﺘﺎﻧﻪ ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﺍﺭﺯﺷﻬﺎﻱ ﺧﺎﺹ ﺗﺎﺭﻳﺨﻲ ﻫﻨﺮﻱ ﺍﻳﻦ ﻣﺠﻤﻮﻋﻪ ﻣﺮﻣﺖ ﺁﻥ ﺑﺎ ﺍﻋﺘﺒﺎﺭﺍﺕ ﻣﺎﻟﻲ‬ ‫ﺷﻬﺮﺩﺍﺭﻱ ﻣﻨﻄﻘﻪ ﻳﮏ ﻭ ﺗﻮﺳﻂ ﺳﺎﺯﻣﺎﻥ ﻧﻮ ﺳﺎﺯﻱ ﻭ ﺑﻬﺴﺎﺯﻱ ﺷﻬﺮ ﺍﺻﻔﻬﺎﻥ ﺩﺭ ﺳﺎﻝ ‪ ۸۲‬ﺷﺮﻭﻉ ﻭ ﺩﺭ ﺳﺎﻝ ‪ ٨٣‬ﺑﺎﺗﻤﺎﻡ‬ ‫ﺭﺳﻴﺪﻩ ﺍﺳﺖ‪.‬‬

‫ﺷﮑﻞ ‪ ٢‬ﻣﺴﻴﺮﻫﺎﻱ ﺗﻬﻮﻳﻪ ﻫﻮﺍ ﻭ ﻧﻮﺭﮔﻴﺮ‬ ‫ﺍﺣﺪﺍﺙ ﺣﻤﺎﻡ ﺍﺯ ﺟﻤﻠﻪ ﮐﺎﺭ ﻫﺎﻱ ﻋﺎﻡ ﺍﻟﻤﻨﻔﻌﻪ ﻣﺤﺴﻮﺏ ﻣﻲ ﺷﺪﻩ ﻭ ﺍﻣﺮﺍ ﻭ ﺻﺎﺣﺐ ﻣﻨﺼﺒﺎﻥ ﺑﻪ ﺍﺣﺪﺍﺙ ﺣﻤﺎﻡ ﺩﺭ ﻣﺮﮐﺰ‬ ‫ﺷﻬﺮ ﻭ ﻳﺎ ﺑﺎﺯﺍﺭ ﺍﻗﺪﺍﻡ ﻣﻲ ﮐﺮﺩﻧﺪ‪ .‬ﺑﺰﺭﮔﺎﻥ ﻣﺤﻼﺕ ﻣﺨﺘﻠﻒ ﻧﻴﺰ ﺩﺭ ﻣﺮﮐﺰ ﻣﺤﻠﻪ ﻭ ﻳﺎ ﮔﺬﺭ ﻫﺎ ﺑﺮﺍﻱ ﺍﻫﻞ ﻣﺤﻞ ﺣﻤﺎﻡ ﻣﻲ‬ ‫ﺳﺎﺧﺘﻨﺪ‪.‬‬ ‫ﺣﻤﺎﻡ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ ﮐﻪ ﺣﻤﺎﻣﻲ ﻭﻗﻔﻲ ﺑﻮﺩﻩ ﺭﺍ ﻓﺮﺩﻱ ﺑﻪ ﻫﻤﻴﻦ ﻧﺎﻡ ﺳﺎﺧﺖ‪ .‬ﺑﺎﻧﻲ ﺍﻳﻦ ﺑﻨﺎﻫﺎ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ ﺍﺯ ﺧﻮﺍﺟﮕﺎﻥ‬ ‫ﺣﺮﻡ ﺷﺎﻩ ﺳﻠﻴﻤﺎﻥ ﻭ ﺷﺎﻩ ﺳﻠﻄﺎﻥ ﺣﺴﻴﻦ ﺻﻔﻮﻱ ﺑﻮﺩﻩ ﺍﺳﺖ‪.‬‬ ‫‪-٣-٤‬ﻣﺨﺘﺼﺮﻱ ﺍﺯ ﻣﺴﺠﺪ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ‪:‬‬ ‫ﻣﺴﺠﺪ ﻋﻠﻴﻘﻠﻲ ﺁﻗﺎ ﻳﻜﻲ ﺩﻳﮕﺮ ﺍﺯ ﺁﺛﺎﺭ ﻧﻔﻴﺲ ﺍﻭﺍﺧﺮ ﻋﺼﺮ ﺻﻔﻮﻱ ﺍﺳﺖ ﻛﻪ ﺑﻪ ﻫﻤﺖ ﻭ ﭘﺎﻳﻤﺮﺩﻱ ﺍﻓﺮﺍﺩ ﻧﻴﻜﻮﻛﺎﺭ‬ ‫ﺳﺎﺧﺘﻪ ﺷﺪﻩ ﺍﺳﺖ‪ .‬ﺍﻳﻦ ﻣﺴﺠﺪ ﺑﻪ ﻟﺤﺎﻅ ﻭﺟﻮﺩ ﺧﻄﻮﻁ ﺯﻳﺒﺎﻱ ﺛﻠﺚ ﻭ ﻧﺴﺘﻌﻠﻴﻖ ﻣﺮﺑﻮﻁ ﺑﻪ ﻋﺼﺮ ﺻﻔﻮﻳﻪ ﻭ ﻗﺎﺟﺎﺭ ﻭ‬ ‫ﻛﺎﺷﻴﻜﺎﺭﻱ ﻧﻔﻴﺲ ﻳﻜﻲ ﺍﺯ ﺑﻨﺎﻫﺎﻱ ﺍﺭﺯﺷﻤﻨﺪ ﺍﺻﻔﻬﺎﻥ ﺑﻪ ﺷﻤﺎﺭ ﻣﻲ ﺭﻭﺩ‪.‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺩﺭ ﻣﻘﺎﺑﻞ ﻣﺴﺠﺪ ﺣﻤﺎﻡ ﻋﻠﻴﻘﻠﻲ ﺁﻗﺎ ﻭﺍﻗﻊ ﺷﺪﻩ ﻛﻪ ﻗﺴﻤﺖ ﺍﻋﻈﻢ ﺁﻥ ﻭﻳﺮﺍﻥ ﮔﺮﺩﻳﺪﻩ ﻭ ﻣﻘﺪﺍﺭﻱ ﺍﺯ ﻛﺎﺷﻴﻬﺎﻱ‬ ‫ﻧﻔﻴﺲ ﺁﻥ ﺑﻪ ﻛﺎﺥ ﭼﻬﻠﺴﺘﻮﻥ ﺍﻧﺘﻘﺎﻝ ﻳﺎﻓﺘﻪ ﺍﺳﺖ‪.‬‬

‫ﺷﮑﻞ ‪ ٣‬ﻭﺭﻭﺩﻱ ﻣﺴﺠﺪ ﻣﺠﻤﻮﻋﻪ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ‬ ‫‪-٤-٤‬ﺗﺮﮐﻴﺒﺎﺕ ﻣﻌﻤﺎﺭﻱ ﻣﺴﺠﺪ‪:‬‬ ‫ﺩﺭ ﺟﻠﻮ ﻣﺴﺠﺪ ﻋﻠﻴﻘﻠﻲ ﺁﻗﺎ ﻣﺎﺩﻱ ﻓﺪﻥ ﻳﺎ ﻓﺪﺍ ﻋﺒﻮﺭ ﻣﻲ ﻛﻨﺪ ﻭ ﺳﺮﺩﺭ ﻣﺴﺠﺪ ﺑﻪ ﻃﺮﻑ ﻣﻐﺮﺏ ﺍﺳﺖ‪ .‬ﻣﺴﺠﺪ ﺻﺤﻦ‬ ‫ﻧﺴﺒﺘﹰﺎ ﻛﻮﭼﻚ ﻭ ﺯﻳﺒﺎﻳﻲ ﺩﺍﺭﺩ ﻭ ﺷﺒﺴﺘﺎﻥ ﺯﻳﺒﺎ ﻭ ﻧﻔﻴﺲ ﻣﺴﺠﺪ ﺩﺭ ﺷﺮﻕ ﺣﻴﺎﻁ ﻗﺮﺍﺭ ﺩﺍﺭﺩ‪.‬‬ ‫ﺩﺭ ﺟﻨﻮﺏ ﺍﻳﻮﺍﻥ ﻣﺤﺮﺍﺏ ﺯﻳﺒﺎﻳﻲ ﺍﺳﺖ ﻛﻪ ﺍﺯﺍﺭﻩ ﺁﻥ ﺳﻨﮓ ﻣﺮﻣﺮ ﻭ ﺩﻳﻮﺍﺭﻫﺎﻱ ﺑﺎﻻ ﺑﺎ ﻛﺎﺷﻴﻜﺎﺭﻱ ﻣﻌﺮﻕ ﺗﺰﺋﻴﻦ ﺷﺪﻩ‬ ‫ﺍﺳﺖ‪.‬‬ ‫‪-٥-٤‬ﺗﺰﺋﻴﻨﺎﺕ ﻭ ﮐﺘﻴﺒﻪ ﻫﺎﻱ ﻣﺴﺠﺪ‪:‬‬ ‫ﺷﺒﺴﺘﺎﻥ ﺁﻥ ﺑﺎ ﻛﺎﺷﻴﻬﺎﻳﻲ ﺍﺯ ﻧﻮﻉ ﮔﺮﻩ ﻛﺎﺭﻱ ﺗﺰﺋﻴﻦ ﺷﺪﻩ ﺍﺳﺖ‪ .‬ﻛﺘﻴﺒﻪ ﺳﺮﺩﺭ ﺑﻪ ﺧﻂ ﺛﻠﺚ ﻗﻬﻮﻩ ﺍﻱ ﺭﻧﮓ ﺑﻪ ﺧﻂ ﻋﻠﻲ‬ ‫ﻧﻘﻲ ﺍﻣﺎﻣﻲ ﻭ ﺗﺎﺭﻳﺦ ‪ ١١٢٢‬ﻫﺠﺮﻱ ﻗﻤﺮﻱ ﺍﺳﺖ‪.‬ﺩﺭ ﺍﻳﻦ ﻛﺘﻴﺒﻪ ﺑﻪ ﻧﺎﻡ ﺷﺎﻩ ﺳﻠﻄﺎﻥ ﺣﺴﻴﻦ ﻭ ﻋﻠﻴﻘﻠﻲ ﺁﻗﺎ ﺍﺷﺎﺭﻩ ﺷﺪﻩ ﺍﺳﺖ‪.‬‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺷﮑﻞ ‪ ٤‬ﺗﺰﺋﻴﻨﺎﺕ ﺳﺮ ﺩﺭ ﻣﺴﺠﺪ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ‬ ‫ﻭ ﺑﺮ ﻛﺘﻴﺒﻪ ﺷﺒﺴﺘﺎﻥ ﻣﺴﺠﺪ ﺑﺎ ﺧﻂ ﻧﺴﺘﻌﻠﻴﻖ ﺳﻔﻴﺪ ﺑﺮ ﺯﻣﻴﻨﻪ ﻛﺎﺷﻲ ﻻﺟﻮﺭﺩﻱ ﺍﺷﻌﺎﺭﻱ ﻧﻮﺷﺘﻪ ﺷﺪﻩ ﺍﺳﺖ‪ .‬ﻣﻔﺎﺩ ﺍﻳﻦ ﺍﺷﻌﺎﺭ‬ ‫ﺣﺎﻛﻲ ﺍﺯ ﺍﻳﻦ ﺍﺳﺖ ﻛﻪ ﺷﺒﺴﺘﺎﻥ ﺩﺭ ﺳﺎﻝ ‪ ١٢٩٧‬ﻫﺠﺮﻱ ﻗﻤﺮﻱ ﺯﻣﺎﻥ ﺳﻠﻄﻨﺖ ﻧﺎﺻﺮﺍﻟﺪﻳﻦ ﺷﺎﻩ ﻗﺎﺟﺎﺭ ﺑﻪ ﻣﺴﺠﺪ ﺍﻟﺤﺎﻕ‬ ‫ﺷﺪﻩ ﺍﺳﺖ‪ .‬ﺧﻄﺎﻁ ﺍﻳﻦ ﻛﺘﻴﺒﻪ ﻋﺒﺪﺍﻟﺠﻮﺍﺩ ﻭ ﺍﺳﺘﺎﺩ ﻛﺎﺷﻴﻜﺎﺭ ﺁﻥ ﻣﺤﻤﺪ ﺍﺳﻤﺎﻋﻴﻞ ﺍﺳﺖ‪.‬‬

‫ﺷﮑﻞ ‪ ٦‬ﺩﺭﺏ ﻗﺪﻳﻤﻲ ﻧﺰﺩﻳﮏ ﺣﻤﺎﻡ ﻋﻠﻲ ﻗﻠﻲ ﺁﻗﺎ‬

‫ﺷﮑﻞ ‪ ٥‬ﮐﺘﻴﺒﻪ ﺷﺒﺴﺘﺎﻥ ﻣﺴﺠﺪ‬

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‫ﻧﺨﺴﺘﻴﻦ ﻫﻤﺎﻳﺶ ﻋﻤﺮان و ﻣﻘﺎوم ﺳﺎزي – ‪ -88/2/30‬ﻣﺸﻬﺪ ﻣﻘﺪس – ﺗﺎﻻر اﺑﻦ ﺳﻴﻨﺎ‪www.Ficvsr.Civilica.IR -‬‬

‫ﺷﮑﻞ ‪ ٧‬ﺩﺭﺏ ﻭﺭﻭﺩﻱ‬ ‫‪-٥‬ﻧﺤﻮﻩ ﻣﺮﻣﺖ ﻭ ﺑﻬﺴﺎﺯﻱ‪:‬‬ ‫ﺍﺯ ﺁﻧﺠﺎ ﮐﻪ ﺍﻳﻦ ﺑﻨﺎ ﭘﺲ ﺍﺯ ﺍﺣﺪﺍﺙ ﺩﺭ ﺩﻭﺭﻩ ﻫﺎﻱ ﺑﻌﺪﻱ ﻧﻴﺰ ﻣﻮﺭﺩ ﺍﺳﺘﻔﺎﺩﻩ ﻗﺮﺍﺭ ﻣﻴﮕﺮﻓﺘﻪ ﺗﻌﻤﻴﺮﺍﺕ ﻭﻳﺎ ﺍﻟﺤﺎﻗﺎﺗﻲ ﺑﻪ‬ ‫ﺻﻮﺭﺕ ﻧﺎ ﺩﺭﺳﺖ ﺩﺭ ﺑﻨﺎ ﺻﻮﺭﺕ ﭘﺬﻳﺮﻓﺘﻪ ﺍﺳﺖ ﮐﻪ ﺩﺭ ﻫﻨﮕﺎﻡ ﻣﺮﻣﺖ ﺗﻤﺎﻣﻲ ﺁﻧﻬﺎ ﺍﺻﻼﺡ ﺷﺪﻩ ﻭ ﺑﺎ ﻻﻳﻪ ﺑﺮﺩﺍﺭﻱ ﺑﻴﻦ‬ ‫ﺳﻪ ﺗﺎ ﭘﻨﺞ ﻻﻳﻪ ﭘﺲ ﺍﺯ ﺭﺳﻴﺪﻥ ﺑﻪ ﺍﻭﻟﻴﻦ ﻻﻳﻪ ﺗﺰﺋﻴﻨﺎﺕ ﺩﻭﺭﻩ ﻫﺎﻱ ﻣﺨﺘﻠﻒ ﺣﻤﺎﻡ ﻗﺎﺑﻞ ﺩﺳﺘﺮﺳﻲ ﺑﺎﺷﺪ‪.‬‬

‫ﺷﮑﻞ ‪ ٨‬ﻭﺿﻌﻴﺖ ﻗﺒﻞ ﺍﺯ ﻣﺮﻣﺖ ﺣﻤﺎﻡ‬ ‫‪-٦‬ﻧﺘﻴﺠﻪ ﮔﻴﺮﻱ‪:‬‬ ‫ﺑﺎﮔﺬﺭﻱ ﺑﺮﻓﻀﺎ ﻭ ﺷﺮﺍﻳﻂ ﻣﻮﺟﻮﺩ ﺩﺭﺣﻤﺎﻡ ﻣﻲﺗﻮﺍﻥ ﺑﻪ ﻧﻘﺶ ﻓﺮﻫﻨﮕﻲ ﻭﺍﺟﺘﻤﺎﻋﻲ ﺍﻳﻦ ﻣﺤﻴﻂ ﻧﻴﺰ ﭘﻲ ﺑﺮﺩ‪ .‬ﻣﻜﺎﻧﻲ ﻛﻪ‬ ‫ﻣﺠﻤﻮﻋﻪﺍﻱ ﺍﺯﻓﻌﺎﻟﻴﺖﻫﺎ ﺍﺯﻗﺒﻴﻞ ﻧﻈﺎﻓﺖ‪ ،‬ﺩﻳﺪ ﻭﺑﺎﺯﺩﻳﺪ‪ ،‬ﮔﻔﺖ ﻭﮔﻮ ﺩﺭﻣﻮﺭﺩ ﻣﺴﺎﻳﻠﻲ ﭼﻮﻥ ﺳﻴﺎﺳﺖ‪ ،‬ﺧﺎﻧﻮﺍﺩﻩ‪ ،‬ﺗﺠﺎﺭﺕ‬ ‫ﻭ‪ ...‬ﺭﺍ ﺑﺎ ﺭﻩ ﺁﻭﺭﺩﻱ ﺍﺯ ﺁﺩﺍﺏ ﻭ ﺭﺳﻮﻡ ﺩﺭﺑﺮﻣﻲ ﮔﺮﻓﺘﻪ ﻭ ﮔﻮﺷﻪ ﺍﻱ ﺍﺯ ﻓﺮﻫﻨﮓ ﻣﺮﺩﻡ ﺭﺍ ﻣﺘﺠﻠﻲ ﻣﻲ ﻛﺮﺩﻩ ﺍﺳﺖ‪.‬‬

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:‫ﻣﻨﺎﺑﻊ‬-٧ ،٢٠٠٨ ،‫ﺑﺮﻭﺷﻮﺭ ﺳﺎﺯﻣﺎﻥ ﻓﺮﻫﻨﮕﻲ ﺗﻔﺮﻳﺤﻲ ﺷﻬﺮﺩﺍﺭﻱ ﺍﺻﻔﻬﺎﻥ‬ ١٣٨٧،‫ﮐﺘﺎﺏ ﺑﺮﺭﺳﻲ ﺍﻗﻠﻴﻤﻲ ﺍﺑﻨﻴﻪ ﺳﻨﺘﻲ ﺍﻳﺮﺍﻥ – ﺩﮐﺘﺮ ﻭﺣﻴﺪ ﻗﺒﺎﺩﻳﺎﻥ‬ ١٣٨٢ ،‫ﺩﻭﺍﺯﺩﻩ ﺩﺭﺱ ﻣﺮﻣﺖ ﻭﺯﺍﺭﺕ ﻣﺴﻜﻦ ﻭ ﺷﻬﺮﺳﺎﺯﻱ ﺳﺎﺯﻣﺎﻥ ﻣﻠﹼﻲ ﺯﻣﻴﻦ ﻭ ﻣﺴﻜﻦ‬ ١٣٨٤ ،‫ﻣﻌﻤﺎﺭﻱ ﻣﺴﻜﻮﻧﻲ ﺍﻳﺮﺍﻧﻲ ﮔﻮﻥ ﻫﺸﻨﺎﺳﻲ ﺑﺮﻭﻧﮕﺮﺍ‬- ‫ﻏﻼﻣﺤﺴﻴﻦ ﻣﻌﻤﺎﺭﻳﺎﻥ‬ ‫ ﺍﻳﺮﺍﻥ ﺑﻢ‬1383 ‫ﺑﻴﺎﻧﻴﻪ ﻭ ﺗﻮﺻﻴﻪ ﻫﺎﻱ ﻛﺎﺭﮔﺎﻩ ﺑﻴﻦ ﺍﻟﻤﻠﻠﻲ ﺑﻢ ﺍﻭﻝ ﺍﺭﺩﻳﺒﻬﺸﺖ‬ ‫”ﺩﻳﻨﺎﻣﻴﻚ ﺧﺎﻙ“ ؛ ﺩﻛﺘﺮ ﺳﻴﺪ ﻣﺠﺪﺍﻟﺪﻳﻦ ﻣﻴﺮﺣﺴﻴﻨﻲ‬ ،‫ ﻣﺤﻤﺪﺭﺿـﺎ ﺩﻫﻘـﺎﻧﻲ‬،‫”ﺑﺮﺭﺳﻲ ﺍﺛﺮﺍﺕ ﺗﻮﭘﻮﮔﺮﺍﻓﻲ ﺑﺮ ﭘﺎﺳﺦ ﻟﺮﺯﻩﺍﻱ ﺁﺑﺮﻓﺖ“؛ ﭘﺮﻭﮊﻩ ﻛﺎﺭﺷﻨﺎﺳﻲ ﺍﺭﺷﺪ ﺧـﺎﻙ ﻭ ﭘـﻲ‬ .١٣٧٥ ‫ ﺩﻳﻤﺎﻩ‬،‫ﺩﺍﻧﺸﮕﺎﻩ ﺻﻨﻌﺘﻲ ﺷﺮﻳﻒ‬ References Giorgio Croci-The The conservation and structural restoration of Architectural Heritage Earthquake Engineering Research, ‘Loma PRIETA Collection, University of California”, Berkeley- Earthquake Engineering Research institute (2004), (2004), ‘Northridge Earthquake of January 17,2003 reconnaissance report’, Earthquake Spectra, Supplement C to Volume 11 EQE International (1995). The January, 2003 Kobe earthquake; An EQE Summary Report, April Richardson.G.N & Feger.A & Lee. K.L, “Seismic testing testing of reinforced earth walls”, journal of geotechnical engineering, Div. ASCE 103 (1), 1977, pp. 11-17. Drammer, G. J. E., Travaes, P. D., and Drooff, E. R. 1994. ‘‘Settlement protection works for new St. Clair river rail tunnel.’’ Can. Tunnelling, 291 291–302. Mair, R. J., and Hight, D. W. 1994. ‘‘Compensation grouting.’’ World Tunnelling, November, 361 361–367. Earthquake Damaged Buildings: An Overview of heavy debris and Victim Extrication, FEMA 158/ September 1988