{"id":1848,"date":"2026-08-03T21:34:51","date_gmt":"2026-08-03T21:34:51","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kademeli-temeller-ve-asansor-kuyulari-bodrum-doseme\/"},"modified":"2026-08-03T21:34:51","modified_gmt":"2026-08-03T21:34:51","slug":"kademeli-temeller-ve-asansor-kuyulari-bodrum-doseme","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kademeli-temeller-ve-asansor-kuyulari-bodrum-doseme\/","title":{"rendered":"Bodrum D\u00f6\u015femeleri ve Perdeleriyle Kademeli Temeller ve Asans\u00f6r Kuyular\u0131"},"content":{"rendered":"
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Farkl\u0131 kotlardaki temelleri ve asans\u00f6r kuyular\u0131n\u0131, temel d\u00f6\u015femeleri ve perdeleriyle birlikte modelleyip analiz edebilirsiniz. <\/span><\/div>\n<\/p>\n
1. D\u00f6\u015femeleri temel kat\u0131na her zamanki gibi yerle\u015ftirin.<\/span><\/div>\n<\/p>\n
2. G\u00f6reli kot fark\u0131n\u0131, D\u00f6\u015feme \u00d6zellikleri penceresindeki \u201c<\/span>G\u00f6reli Kot<\/span><\/b>\u201d alan\u0131na girin.  Pozitif de\u011ferler d\u00f6\u015femeyi yukar\u0131 ta\u015f\u0131r. <\/span><\/div>\n

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3. \u201c<\/span>G\u00f6reli Kot<\/span><\/b>\u201d parametresinin analitik modelde dikkate al\u0131nmas\u0131 i\u00e7in \u201cZ’yi Analitik Modele Uygula<\/b>\u201d se\u00e7ene\u011fini i\u015faretleyin.<\/span><\/div>\n<\/p>\n
4. Farkl\u0131 d\u00f6\u015femeler i\u00e7in ihtiyac\u0131n\u0131z kadar \u00e7ok kot fark\u0131 olu\u015fturabilirsiniz.<\/span><\/div>\n<\/p>\n
5. Asans\u00f6r kuyular\u0131 <\/b>da bu \u015fekilde modellenebilir<\/span><\/div>\n

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\"Notlar\"<\/p>\n
Temel perdelerini ve asans\u00f6r kuyusu yan perdelerini olu\u015fturmak i\u00e7in \u00fcst katlardaki perde duvarlar\u0131n Del-Z de\u011ferlerini de\u011fi\u015ftirebilirsiniz. Benzer \u015fekilde, d\u00f6\u015feme kotlar\u0131yla e\u015fle\u015fmesi i\u00e7in kolon alt DelZ de\u011ferleri de de\u011fi\u015ftirilebilir. \u0130lk katta modellenmeyen kolon ve perdelere mesnet atamay\u0131 unutmay\u0131n.<\/span><\/span><\/div>\n
Mesnet atama ile ilgili detaylar i\u00e7in bkz.: Farkl\u0131 Kat\/Seviyede Bir Temel Nas\u0131l Modellenir<\/a><\/span><\/span><\/div>\n

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Yukar\u0131daki \u015fekil <\/b>: ProtaStructure 3B fiziksel modeli<\/span> <\/span><\/span><\/span><\/span><\/i>d\u00f6rt farkl\u0131 temel kotuyla<\/i><\/span><\/span><\/span><\/span><\/span><\/div>\n
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Yukar\u0131daki \u015fekil <\/b>: ProtaStructure Analitik Model<\/a> <\/span><\/i>\u00fcst yap\u0131yla entegre edilmi\u015f temel ile.<\/i><\/span><\/span><\/span><\/span><\/span><\/div>\n
\"Notlar\"<\/p>\n
Temeldeki kot fark\u0131 bir kat y\u00fcksekli\u011finden fazlaysa, bina analizinde \u201cBirle\u015ftirilmi\u015f Temel Modeli\u201dnin kullan\u0131lmas\u0131 \u00f6nerilir.  <\/span><\/span><\/div>\n
Bu ayar i\u00e7in Bina Analizi >  Model Se\u00e7enekleri alt\u0131nda a\u00e7\u0131klanan \u015fu b\u00f6l\u00fcme bak\u0131n: Birle\u015ftirilmi\u015f Temel Modeli \/ Zemin-Yap\u0131 Etkile\u015fimi<\/a><\/span><\/span><\/div>\n

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Yukar\u0131daki resimlerde, kot fark\u0131 bir kat y\u00fcksekli\u011finden k\u00fc\u00e7\u00fck olan bir temel modeli g\u00f6r\u00fclmektedir. Sa\u011fdaki d\u00f6\u015femeler -200 cm g\u00f6reli kotla a\u015fa\u011f\u0131 indirilmi\u015ftir. Asans\u00f6r kuyusu d\u00f6\u015femelerine ek olarak -180 cm daha uygulanm\u0131\u015ft\u0131r. Mavi renkli temel perdeleri ilk kata yerle\u015ftirilmi\u015ftir; \u00fcst kenarlar\u0131 -510 cm, alt kenarlar\u0131 -200 cm a\u015fa\u011f\u0131 indirilmi\u015ftir. Temel perdelerine ve asans\u00f6r kuyusu perdelerine y\u00fck edit\u00f6r\u00fc kullan\u0131larak yatay alan y\u00fckleri atanm\u0131\u015ft\u0131r.<\/span><\/span><\/div>\n
<\/div>\n
Yukar\u0131daki \u015fekil:  <\/span><\/i>Temel ve asans\u00f6r kuyusu perdelerine etkile\u015fimli y\u00fck edit\u00f6r\u00fc kullan\u0131larak y\u00fck atanabilir<\/span><\/i><\/span>
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Radye Temelde Yatay Zemin Yaylar\u0131<\/span>
<\/span><\/h2>\n
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Yatay zemin yaylar\u0131, \u00f6zellikle d\u00fc\u015fey ve yanal y\u00fckler alt\u0131ndaki kademeli temellerde gerekli olabilir. Art\u0131k d\u00fc\u015fey yaylara ek olarak yatay zemin yaylar\u0131n\u0131 iste\u011fe ba\u011fl\u0131 olarak kullanabilirsiniz.<\/span><\/span><\/p>\n

<\/span><\/p>\n

Yatay yaylar, d\u00fc\u015fey yaylar\u0131n bir y\u00fczdesi olarak tan\u0131mlanabilir. Varsay\u0131lan de\u011fer, d\u00fc\u015fey yay rijitli\u011finin %25\u2019idir. Bu y\u00fczde, <\/span>Ayarlar > Temel > Genel > Yatay Yatak Katsay\u0131s\u0131 Oran\u0131<\/span><\/b> alan\u0131 kullan\u0131larak de\u011fi\u015ftirilebilir (a\u015fa\u011f\u0131daki gibi). <\/span><\/div>\n

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\"Notlar\"<\/p>\n
Temelde yatay yaylar\u0131 dikkate almak istiyorsan\u0131z, Bina Analizi men\u00fcs\u00fc > <\/span>\u201cBirle\u015ftirilmi\u015f Temel Modeli<\/u><\/a>\u201dn\u0131 Model Se\u00e7enekleri<\/b> sekmesinde kullanmal\u0131s\u0131n\u0131z <\/span><\/div>\n<\/p>\n
Bina ve temelin ayr\u0131 ayr\u0131 analiz edildi\u011fi Sonlu Eleman Radye Temel Analizi<\/u><\/a> mod\u00fcl\u00fcnde, kesme kuvvetleri temele aktar\u0131lmaz ve d\u00fczlem i\u00e7i serbestlik dereceleri tutulur. Bu nedenle beklenen sonu\u00e7lar\u0131 alamayabilirsiniz. Birle\u015ftirilmi\u015f Temel Modelinde, yanal y\u00fckler ve \u00fcst yap\u0131 rijitli\u011fi analizde do\u011frudan dikkate al\u0131nd\u0131\u011f\u0131ndan, yatay yaylar\u0131n kullan\u0131lmas\u0131 daha ger\u00e7ek\u00e7i sonu\u00e7lar verir.<\/span>
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<\/span><\/div>\n<\/div>\n<\/div>\n

\n
\"Fikir\"<\/p>\n
Bu video e\u011fitimini izleyebilirsiniz :<\/span>  ProtaStructure Suite ile Asans\u00f6r Kuyular\u0131 ve Yatay Zemin Yaylar\u0131 <\/a><\/div>\n

<\/span><\/div>\n<\/div>\n

<\/div>\n","protected":false},"excerpt":{"rendered":"

Farkl\u0131 kotlardaki temelleri, asans\u00f6r kuyular\u0131n\u0131 ve yatay zemin yaylar\u0131n\u0131 ProtaStructure ile nas\u0131l modelleyip analiz edece\u011finizi \u00f6\u011frenin.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[19,46],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1848","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-foundation-modelling-and-design"],"yoast_head":"\nKademeli Temeller ve Asans\u00f6r Kuyusu Modelleme Rehberi<\/title>\n<meta name=\"description\" content=\"Kademeli temellerin, asans\u00f6r kuyular\u0131n\u0131n ve yatay zemin yaylar\u0131n\u0131n ProtaStructure Suite ile nas\u0131l modellendi\u011fini \u00f6\u011frenin; ad\u0131m ad\u0131m rehberi hemen inceleyin.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kademeli-temeller-ve-asansor-kuyulari-bodrum-doseme\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Bodrum D\u00f6\u015femeleri ve Perdeleriyle Kademeli Temeller ve Asans\u00f6r Kuyular\u0131\" \/>\n<meta property=\"og:description\" content=\"Kademeli temellerin, asans\u00f6r kuyular\u0131n\u0131n ve yatay zemin yaylar\u0131n\u0131n ProtaStructure Suite ile nas\u0131l modellendi\u011fini \u00f6\u011frenin; 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