{"id":12026,"date":"2026-07-15T01:15:59","date_gmt":"2026-07-15T01:15:59","guid":{"rendered":"https:\/\/www.kscranegroup.com\/?post_type=posts&#038;p=12026"},"modified":"2026-07-15T01:16:03","modified_gmt":"2026-07-15T01:16:03","slug":"overhead-crane-wind-load-calculation","status":"publish","type":"posts","link":"https:\/\/www.kscranegroup.com\/tr\/posts\/overhead-crane-wind-load-calculation\/","title":{"rendered":"Tavan Vin\u00e7lerinin R\u00fczgar Y\u00fck\u00fc Hesaplamas\u0131: R\u00fczgar H\u0131z\u0131, R\u00fczgar Bas\u0131nc\u0131 ve Tasar\u0131m Limitlerine \u0130li\u015fkin Eksiksiz K\u0131lavuz"},"content":{"rendered":"<div class=\"wp-block-rank-math-toc-block\" id=\"rank-math-toc\"><p>\u0130\u00e7indekiler<\/p><nav><ul><li><a href=\"#1-anemometer-and-wind-speed-alarm-requirements\">1. Anemometre ve R\u00fczgar H\u0131z\u0131 Alarm\u0131 Gereksinimleri<\/a><\/li><li><a href=\"#2-design-wind-speed-and-design-wind-pressure\">2. Tasar\u0131m R\u00fczgar H\u0131z\u0131 ve Tasar\u0131m R\u00fczgar Bas\u0131nc\u0131<\/a><ul><li><a href=\"#the-core-derivation\">\u00c7ekirdek T\u00fcretme<\/a><\/li><\/ul><\/li><li><a href=\"#3-wind-force-scale-classification\">3. R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi S\u0131n\u0131fland\u0131rmas\u0131<\/a><ul><li><a href=\"#3-1-terminology\">3.1 Terminoloji<\/a><\/li><li><a href=\"#3-2-wind-force-scale\">3.2 R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi<\/a><\/li><li><a href=\"#3-3-beaufort-wind-force-scale\">3.3 Beaufort R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi<\/a><\/li><\/ul><\/li><li><a href=\"#4-typhoon-classification\">4. Tayfun S\u0131n\u0131fland\u0131rmas\u0131<\/a><\/li><li><a href=\"#5-crane-operating-wind-speed-limits-by-type\">5. Vin\u00e7lerin \u00c7al\u0131\u015fma R\u00fczgar H\u0131z\u0131 Limitleri (T\u00fcr\u00fcne G\u00f6re)<\/a><\/li><li><a href=\"#6-overhead-crane-wind-load-calculation-summary\">6. Tavan Vinci R\u00fczgar Y\u00fck\u00fc Hesaplama \u00d6zeti<\/a><\/li><li><a href=\"#7-overhead-crane-wind-load-calculation-key-engineering-takeaways\">7. Tavan Vinci R\u00fczgar Y\u00fck\u00fc Hesaplamas\u0131: Temel M\u00fchendislik Bulgular\u0131<\/a><\/li><\/ul><\/nav><\/div>\n\n\n\n<p>Tavan vin\u00e7lerinin r\u00fczgar y\u00fck\u00fc hesaplamas\u0131, vin\u00e7 yap\u0131sal tasar\u0131m\u0131n\u0131n ve g\u00fcvenli d\u0131\u015f mekan i\u015fletiminin en \u00f6nemli y\u00f6nlerinden biridir. \u0130ster bir vin\u00e7 tasarl\u0131yor olun, ister ba\u015fka bir vin\u00e7 i\u00e7in r\u00fczgar y\u00fck\u00fc hesaplamas\u0131 yap\u0131yor olun, bu hesaplama b\u00fcy\u00fck \u00f6nem ta\u015f\u0131r. <a href=\"https:\/\/www.kscranegroup.com\/tr\/overhead-cranes\/\">k\u00f6pr\u00fcl\u00fc vin\u00e7ler<\/a>, <a href=\"https:\/\/www.kscranegroup.com\/tr\/gantry-crane\/\">portal vin\u00e7ler<\/a>RTG, RMG veya gemi-k\u0131y\u0131 konteyner vinci gibi sistemlerde, m\u00fchendisler yap\u0131sal mukavemeti, stabiliteyi ve devrilme \u00f6nleyici performans\u0131 sa\u011flamak i\u00e7in tasar\u0131m r\u00fczgar h\u0131z\u0131n\u0131, r\u00fczgar bas\u0131nc\u0131n\u0131 ve i\u015fletme r\u00fczgar limitlerini do\u011fru bir \u015fekilde belirlemelidir. Yanl\u0131\u015f r\u00fczgar y\u00fck\u00fc hesaplamalar\u0131, \u015fiddetli r\u00fczgarlar veya tayfun ko\u015fullar\u0131nda a\u015f\u0131r\u0131 yap\u0131sal gerilime, vin\u00e7 raydan \u00e7\u0131kmas\u0131na, kaymas\u0131na, devrilmesine veya ciddi ekipman hasar\u0131na yol a\u00e7abilir. <\/p>\n\n\n\n<figure class=\"wp-block-image size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"600\" height=\"255\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/Overhead-Crane-Wind-Load-Calculation-Complete-Guide-to-Wind-Speed-Wind-Pressure-and-Design-Limits.jpg\" alt=\"\" class=\"wp-image-12037\"\/><\/figure>\n\n\n\n<p>Bu k\u0131lavuz, GB\/T 3811-2008, GB\/T 6067.1-2010, GB\/T 28591-2012 ve GB\/T 43237-2023 standartlar\u0131na dayanarak vin\u00e7 r\u00fczgar y\u00fck\u00fc hesaplamas\u0131n\u0131n ard\u0131ndaki m\u00fchendislik prensiplerini a\u00e7\u0131klamaktad\u0131r; r\u00fczgar bas\u0131nc\u0131 form\u00fclleri, r\u00fczgar h\u0131z\u0131 d\u00f6n\u00fc\u015f\u00fcmleri, Beaufort r\u00fczgar kuvveti s\u0131n\u0131fland\u0131rmalar\u0131, tayfun kategorileri ve farkl\u0131 vin\u00e7 tipleri i\u00e7in i\u015fletme r\u00fczgar h\u0131z\u0131 limitleri ele al\u0131nmaktad\u0131r.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1701\" height=\"925\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/1Table-1-Wind-speed-design-parameters-for-a-project-crane-specification.png\" alt=\"\" class=\"wp-image-12019\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/1Table-1-Wind-speed-design-parameters-for-a-project-crane-specification.png 1701w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/1Table-1-Wind-speed-design-parameters-for-a-project-crane-specification-1536x835.png 1536w\" sizes=\"(max-width: 1701px) 100vw, 1701px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 1. Proje vinci spesifikasyonu i\u00e7in r\u00fczgar h\u0131z\u0131 tasar\u0131m parametreleri.<\/em><\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"1-anemometer-and-wind-speed-alarm-requirements\">1. Anemometre ve R\u00fczgar H\u0131z\u0131 Alarm\u0131 Gereksinimleri<\/h2>\n\n\n\n<ol>\n<li>A\u00e7\u0131k alanda kullan\u0131lan y\u00fcksek katl\u0131 vin\u00e7ler i\u00e7in, vincin r\u00fczgara kar\u015f\u0131 y\u00fckseltilmi\u015f bir konumuna bir anemometre monte edilmelidir. (GB\/T 6067.1, Madde 9.6.1.1)<\/li>\n\n\n\n<li>A\u00e7\u0131k alanda kullan\u0131lan y\u00fcksek katl\u0131 vin\u00e7ler, anl\u0131k r\u00fczgar h\u0131z\u0131n\u0131 g\u00f6steren bir r\u00fczgar h\u0131z\u0131 alarm cihaz\u0131yla donat\u0131lmal\u0131 ve r\u00fczgar kuvveti, kullan\u0131mda belirlenen tasar\u0131m r\u00fczgar h\u0131z\u0131 e\u015fi\u011fini a\u015ft\u0131\u011f\u0131nda alarm sinyali vermelidir. (Madde 9.6.1.2)<\/li>\n\n\n\n<li>R\u00fczgar h\u0131z\u0131, \u00fcretici taraf\u0131ndan belirtilen azami \u00e7al\u0131\u015fma r\u00fczgar h\u0131z\u0131n\u0131 a\u015ft\u0131\u011f\u0131nda vin\u00e7 kullan\u0131m\u0131 yasakt\u0131r. (Madde 17.1)<\/li>\n<\/ol>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"2-design-wind-speed-and-design-wind-pressure\">2. Tasar\u0131m R\u00fczgar H\u0131z\u0131 ve Tasar\u0131m R\u00fczgar Bas\u0131nc\u0131<\/h2>\n\n\n\n<p>Kullan\u0131m s\u0131ras\u0131ndaki tasar\u0131m r\u00fczgar bas\u0131nc\u0131 iki seviyeye ayr\u0131l\u0131r:<\/p>\n\n\n\n<ul>\n<li>p\u2160 \u2014 normal \u00e7al\u0131\u015fma ko\u015fullar\u0131ndaki tasar\u0131m r\u00fczgar bas\u0131nc\u0131, motor g\u00fcc\u00fc se\u00e7imi (diren\u00e7 hesaplamas\u0131 ve termal do\u011frulama) i\u00e7in kullan\u0131l\u0131r.<\/li>\n\n\n\n<li>p\u2161 \u2014 maksimum kullan\u0131mda tasar\u0131m r\u00fczgar bas\u0131nc\u0131; yap\u0131sal bile\u015fenlerin mukavemet, rijitlik ve stabilite kontrolleri, tahrik a\u015f\u0131r\u0131 y\u00fck kapasitesinin do\u011frulanmas\u0131 ve kullan\u0131mda devrilme \u00f6nleyici stabilite ve kayma \u00f6nleyici g\u00fcvenlik i\u00e7in kullan\u0131l\u0131r.<\/li>\n<\/ul>\n\n\n\n<p>p\u2160 = 0.6 \u00d7 p\u2161<\/p>\n\n\n\n<p>Hizmet d\u0131\u015f\u0131 tasar\u0131m r\u00fczgar bas\u0131nc\u0131 p\u2162, vincin \u00e7al\u0131\u015fmad\u0131\u011f\u0131 zamanlarda dayanmas\u0131 gereken maksimum r\u00fczgar bas\u0131nc\u0131d\u0131r. Hizmet d\u0131\u015f\u0131 mukavemet kontrolleri, devrilme \u00f6nleyici stabilite do\u011frulamas\u0131 ve ray kelep\u00e7eleri, ankraj cihazlar\u0131 ve f\u0131rt\u0131na ba\u011flant\u0131 elemanlar\u0131n\u0131n tasar\u0131m\u0131 i\u00e7in kullan\u0131l\u0131r.<\/p>\n\n\n\n<p>Temel r\u00fczgar bas\u0131nc\u0131-r\u00fczgar h\u0131z\u0131 ili\u015fkisi (hem hizmet halindeki hem de hizmet d\u0131\u015f\u0131 ko\u015fullar i\u00e7in ge\u00e7erlidir):<\/p>\n\n\n\n<p>p = 0.625 \u00d7 Vs\u00b2<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>Sembol<\/th><th>Anlam<\/th><th>Birim<\/th><\/tr><\/thead><tbody><tr><td>P<\/td><td>Tasar\u0131m r\u00fczgar bas\u0131nc\u0131<\/td><td>N\/m\u00b2<\/td><\/tr><tr><td>Kar\u015f\u0131<\/td><td>Tasar\u0131m r\u00fczgar h\u0131z\u0131 (3 saniyelik ani r\u00fczgar \u015fiddeti)<\/td><td>m\/s<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1846\" height=\"852\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/2Table-2-In-service-design-wind-pressure-and-design-wind-speed.png\" alt=\"\" class=\"wp-image-12020\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/2Table-2-In-service-design-wind-pressure-and-design-wind-speed.png 1846w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/2Table-2-In-service-design-wind-pressure-and-design-wind-speed-1536x709.png 1536w\" sizes=\"(max-width: 1846px) 100vw, 1846px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 2 Hizmet halindeki tasar\u0131m r\u00fczgar bas\u0131nc\u0131 ve tasar\u0131m r\u00fczgar h\u0131z\u0131 (Kaynak: GB\/T 3811-2008 Tablo 15)<\/em><\/figcaption><\/figure>\n\n\n\n<p><strong>Anahtar d\u00f6n\u00fc\u015f\u00fcm ili\u015fkisi<\/strong>Tasar\u0131m r\u00fczgar h\u0131z\u0131 Vs, a\u00e7\u0131k arazide 10 m y\u00fckseklikte \u00f6l\u00e7\u00fclen 3 saniyelik bir r\u00fczgar darbesidir. Hizmet ko\u015fullar\u0131 i\u00e7in Vs = 10 dakikal\u0131k ortalama r\u00fczgar h\u0131z\u0131 \u00d7 1,5 (bkz. Tablo 3). Hizmet d\u0131\u015f\u0131 ko\u015fullar i\u00e7in Vs = 10 dakikal\u0131k ortalama r\u00fczgar h\u0131z\u0131 \u00d7 1,4 (bkz. Tablo 4). 10 dakikal\u0131k ortalama r\u00fczgar h\u0131z\u0131, meteorolojik r\u00fczgar kuvveti \u00f6l\u00e7e\u011fi referans\u0131d\u0131r.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1346\" height=\"1168\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/3Table-3-Relationship-between-design-wind-pressure-p-3-s-gust-speed-Vs-10-min-mean-wind-speed-Vp-and-wind-force-scale.png\" alt=\"\" class=\"wp-image-12021\"\/><figcaption class=\"wp-element-caption\"><em>Tablo 3 Tasar\u0131m r\u00fczgar bas\u0131nc\u0131 p, 3 saniyelik ani r\u00fczgar h\u0131z\u0131 Vs, 10 dakikal\u0131k ortalama r\u00fczgar h\u0131z\u0131 Vp ve r\u00fczgar kuvveti \u00f6l\u00e7e\u011fi aras\u0131ndaki ili\u015fki (Kaynak: GB\/T 3811-2008 Tablo E.1)<\/em><\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1810\" height=\"869\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/4Table-4-Out-of-service-design-wind-pressure-and-design-wind-speed-.png\" alt=\"\" class=\"wp-image-12022\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/4Table-4-Out-of-service-design-wind-pressure-and-design-wind-speed-.png 1810w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/4Table-4-Out-of-service-design-wind-pressure-and-design-wind-speed--1536x737.png 1536w\" sizes=\"(max-width: 1810px) 100vw, 1810px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 4 Hizmet d\u0131\u015f\u0131 tasar\u0131m r\u00fczgar bas\u0131nc\u0131 ve tasar\u0131m r\u00fczgar h\u0131z\u0131 (Kaynak: GB\/T 3811-2008 Tablo 18)<\/em><\/figcaption><\/figure>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"the-core-derivation\">\u00c7ekirdek T\u00fcretme<\/h3>\n\n\n\n<p>Tablo 2 ve 3&#39;ten, normal r\u00fczgar ko\u015fullar\u0131nda \u00e7al\u0131\u015fan vin\u00e7ler i\u00e7in:<\/p>\n\n\n\n<ul>\n<li>Maksimum tasar\u0131m r\u00fczgar bas\u0131nc\u0131: 250 N\/m\u00b2<\/li>\n\n\n\n<li>Maksimum tasar\u0131m r\u00fczgar h\u0131z\u0131 (ani r\u00fczgar \u015fiddeti): 20 m\/s<\/li>\n\n\n\n<li>Kar\u015f\u0131l\u0131k gelen r\u00fczgar kuvveti: Kuvvet 6<\/li>\n<\/ul>\n\n\n\n<p>Bu nedenle r\u00fczgar h\u0131z\u0131 alarm\u0131 6 \u015fiddetinde devreye girmelidir; bu, vin\u00e7 yap\u0131s\u0131n\u0131n ve stabilitesinin normal \u00e7al\u0131\u015fma ko\u015fullar\u0131nda tasarland\u0131\u011f\u0131 s\u0131n\u0131rlay\u0131c\u0131 r\u00fczgar h\u0131z\u0131d\u0131r.<\/p>\n\n\n\n<p>Tablo 4&#39;ten, hizmet d\u0131\u015f\u0131 durumdaki i\u00e7 su vin\u00e7leri i\u00e7in:<\/p>\n\n\n\n<ul>\n<li>Minimum hizmet d\u0131\u015f\u0131 tasar\u0131m r\u00fczgar bas\u0131nc\u0131: 500 N\/m\u00b2<\/li>\n\n\n\n<li>Minimum hizmet d\u0131\u015f\u0131 tasar\u0131m r\u00fczgar h\u0131z\u0131 (ani r\u00fczgar h\u0131z\u0131): 28,3 m\/s<\/li>\n\n\n\n<li>Kar\u015f\u0131l\u0131k gelen r\u00fczgar kuvveti: Kuvvet 8<\/li>\n<\/ul>\n\n\n\n<p>Bu nedenle vin\u00e7, 8. kuvvet seviyesinde sabitlenmelidir; bu, i\u00e7 su vin\u00e7leri i\u00e7in minimum hizmet d\u0131\u015f\u0131 tasar\u0131m ko\u015fuludur.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"3-wind-force-scale-classification\">3. R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi S\u0131n\u0131fland\u0131rmas\u0131<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"3-1-terminology\">3.1 Terminoloji<\/h3>\n\n\n\n<ul>\n<li><strong>R\u00fczgar h\u0131z\u0131<\/strong>Havan\u0131n birim zamanda kat etti\u011fi yatay mesafe. Yayg\u0131n birimler: m\/s, km\/sa veya knot. (GB\/T 28591-2012)<\/li>\n\n\n\n<li><strong>R\u00fczgar kuvveti<\/strong>R\u00fczgar\u0131n \u015fiddeti, genellikle r\u00fczgar kuvveti \u00f6l\u00e7e\u011findeki say\u0131larla ifade edilir. Beaufort \u00f6l\u00e7e\u011fi uluslararas\u0131 alanda kullan\u0131lmaktad\u0131r. (GB\/T 28591-2012)<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"3-2-wind-force-scale\">3.2 R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi<\/h3>\n\n\n\n<p>GB\/T 28591-2012 uyar\u0131nca <em>R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi<\/em>R\u00fczgar kuvveti 0&#39;dan 17&#39;ye kadar 18 seviyeye ayr\u0131l\u0131r.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1660\" height=\"947\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/5Table-5-Wind-force-scale-classification.png\" alt=\"\" class=\"wp-image-12023\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/5Table-5-Wind-force-scale-classification.png 1660w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/5Table-5-Wind-force-scale-classification-1536x876.png 1536w\" sizes=\"(max-width: 1660px) 100vw, 1660px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 5 R\u00fczgar kuvveti \u00f6l\u00e7e\u011fi s\u0131n\u0131fland\u0131rmas\u0131 (Kaynak: GB\/T 28591-2012)<\/em><\/figcaption><\/figure>\n\n\n\n<h3 class=\"wp-block-heading\" id=\"3-3-beaufort-wind-force-scale\">3.3 Beaufort R\u00fczgar Kuvveti \u00d6l\u00e7e\u011fi<\/h3>\n\n\n\n<p>Beaufort \u00f6l\u00e7e\u011fi, Francis Beaufort (1774\u20131857) taraf\u0131ndan 1805 y\u0131l\u0131nda geli\u015ftirilmi\u015f ve 1946 y\u0131l\u0131nda geni\u015fletilmi\u015ftir. R\u00fczgar kuvveti seviyelerini g\u00f6zlemlenebilir kara y\u00fczeyi \u00f6zellikleriyle ili\u015fkilendirir.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1122\" height=\"1402\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/6able-6-Beaufort-wind-force-scale-with-land-features.png\" alt=\"\" class=\"wp-image-12024\"\/><figcaption class=\"wp-element-caption\"><em>Tablo 6 Arazi \u00f6zelliklerine g\u00f6re Beaufort r\u00fczgar kuvveti \u00f6l\u00e7e\u011fi (Kaynak: GB\/T 28591-2012)<\/em><\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"4-typhoon-classification\">4. Tayfun S\u0131n\u0131fland\u0131rmas\u0131<\/h2>\n\n\n\n<p>Tayfunlar be\u015f \u015fiddet seviyesine ayr\u0131l\u0131r: tropikal f\u0131rt\u0131na, \u015fiddetli tropikal f\u0131rt\u0131na, tayfun, \u015fiddetli tayfun ve s\u00fcper tayfun. Merkeze yak\u0131n maksimum ortalama r\u00fczgar h\u0131zlar\u0131 ve bunlara kar\u015f\u0131l\u0131k gelen kara y\u00fczeyi \u00f6zellikleri Tablo 7&#39;de ayr\u0131nt\u0131l\u0131 olarak verilmi\u015ftir.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1889\" height=\"833\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/7Table-7-Typhoon-categories-maximum-mean-wind-speed-near-centre-and-land-features-.png\" alt=\"\" class=\"wp-image-12030\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/7Table-7-Typhoon-categories-maximum-mean-wind-speed-near-centre-and-land-features-.png 1889w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/7Table-7-Typhoon-categories-maximum-mean-wind-speed-near-centre-and-land-features--1536x677.png 1536w\" sizes=\"(max-width: 1889px) 100vw, 1889px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 7 Tayfun kategorileri \u2014 merkeze ve kara \u00f6zelliklerine yak\u0131n maksimum ortalama r\u00fczgar h\u0131z\u0131 (Kaynak: GB\/T 43237-2023)<\/em><\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"5-crane-operating-wind-speed-limits-by-type\">5. Vin\u00e7lerin \u00c7al\u0131\u015fma R\u00fczgar H\u0131z\u0131 Limitleri (T\u00fcr\u00fcne G\u00f6re)<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>#<\/th><th>Vin\u00e7 Tipi<\/th><th>Standart<\/th><th>Hizmet \u0130\u00e7i S\u0131n\u0131r\u0131<\/th><th>Hizmet D\u0131\u015f\u0131 S\u0131n\u0131r\u0131<\/th><\/tr><\/thead><tbody><tr><td>1<\/td><td>Genel portal vin\u00e7<\/td><td>GB\/T 14406-2011<\/td><td>\u0130\u00e7 kesimlerde \u2264150 Pa (F5), K\u0131y\u0131 b\u00f6lgelerinde \u2264250 Pa (F6)<\/td><td>\u2014<\/td><\/tr><tr><td>2<\/td><td>Elektrikli kald\u0131rma portal\u0131 vinci<\/td><td>JB\/T 5663-2008<\/td><td>\u0130\u00e7 kesimlerde \u2264150 Pa (F5), K\u0131y\u0131 b\u00f6lgelerinde \u2264250 Pa (F6)<\/td><td>\u2264800 Pa (F10)<\/td><\/tr><tr><td>3<\/td><td>RTG konteyner vinci<\/td><td>GB\/T 14783-2009<\/td><td>\u226420 m\/s (F6)<\/td><td>\u226444 m\/s (F11)<\/td><\/tr><tr><td>4<\/td><td>RMG konteyner vinci<\/td><td>GB\/T 19683-2005<\/td><td>\u226420 m\/s (F6)<\/td><td>\u2014<\/td><\/tr><tr><td>5<\/td><td>Gemi-k\u0131y\u0131 konteyner vinci<\/td><td>GB\/T 15361-2009<\/td><td>\u226420 m\/s (F6)<\/td><td>\u226450 m\/s (F12)<\/td><\/tr><tr><td>6<\/td><td>Gemi yap\u0131m\u0131nda kullan\u0131lan portal vin\u00e7<\/td><td>GB\/T 27997-2011<\/td><td>\u2264250 Pa (F6)<\/td><td>\u22641.000 Pa (F11); k\u0131y\u0131 demirlemesi \u226555 m\/s (F13)<\/td><\/tr><tr><td>7<\/td><td>K\u00f6pr\u00fc tipi kep\u00e7e gemi bo\u015falt\u0131c\u0131s\u0131<\/td><td>GB\/T 26475-2021<\/td><td>\u226420 m\/s (F6)<\/td><td>\u226449 m\/s (F12); k\u0131y\u0131 demirlemesi \u226555 m\/s (F13)<\/td><\/tr><tr><td>8<\/td><td>Portal vin\u00e7<\/td><td>GB\/T 29560-2013<\/td><td>GB\/T 3811 Tablo 15&#39;e g\u00f6re<\/td><td>GB\/T 3811 Tablo 18&#39;e g\u00f6re<\/td><\/tr><tr><td>9<\/td><td>K\u00f6pr\u00fc kiri\u015fi montaj makinesi<\/td><td>GB\/T 26470-2011<\/td><td>\u2265150 Pa (F5) de\u011ferinde travers hareketi, \u2265250 Pa (F6) de\u011ferinde dik duru\u015f<\/td><td>\u22651.200 Pa (F11)<\/td><\/tr><tr><td>10<\/td><td>Kule vinci<\/td><td>GB\/T 5031-2019<\/td><td>\u226420 m\/s (F6); dikle\u015fme \u226412 m\/s (F5)<\/td><td>Tablo 8&#39;e bak\u0131n\u0131z.<\/td><\/tr><tr><td>11<\/td><td>Kamyon vinci<\/td><td>JB\/T 9738-2015<\/td><td>\u226414,1 m\/s (F5); \u226515,5 m\/s&#39;de bomu geri \u00e7ekin; \u226520 m\/s&#39;de bomu geri \u00e7ekin (F6)<\/td><td>\u2014<\/td><\/tr><tr><td>12<\/td><td>Hidroelektrik santral portal vinci<\/td><td>JB\/T 6128-2008<\/td><td>Tablo 9&#39;a bak\u0131n\u0131z.<\/td><td>Tablo 9&#39;a bak\u0131n\u0131z.<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1800\" height=\"873\" src=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/8Table-8-Hydropower-station-gantry-crane-out-of-service-design-wind-pressure-and-wind-speed.png\" alt=\"\" class=\"wp-image-12025\" srcset=\"https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/8Table-8-Hydropower-station-gantry-crane-out-of-service-design-wind-pressure-and-wind-speed.png 1800w, https:\/\/www.kscranegroup.com\/wp-content\/uploads\/2026\/07\/8Table-8-Hydropower-station-gantry-crane-out-of-service-design-wind-pressure-and-wind-speed-1536x745.png 1536w\" sizes=\"(max-width: 1800px) 100vw, 1800px\" \/><figcaption class=\"wp-element-caption\"><em>Tablo 8 Hidroelektrik santral portal vinci i\u00e7in hizmet d\u0131\u015f\u0131 tasar\u0131m r\u00fczgar bas\u0131nc\u0131 ve r\u00fczgar h\u0131z\u0131 (Kaynak: JB\/T 6128-2008)<\/em><\/figcaption><\/figure>\n\n\n\n<p><strong>Not<\/strong>Yukar\u0131daki 1-12. maddelerde listelenen r\u00fczgar h\u0131zlar\u0131n\u0131n t\u00fcm\u00fc tasar\u0131m r\u00fczgar h\u0131zlar\u0131d\u0131r; yani 3 saniyelik ani r\u00fczgar h\u0131zlar\u0131d\u0131r ve meteorolojik r\u00fczgar kuvveti s\u0131n\u0131fland\u0131rma referans de\u011ferlerinin 1,5 kat\u0131 veya 1,4 kat\u0131d\u0131r. Listede yer almayan vin\u00e7 tipleri i\u00e7in ilgili \u00fcr\u00fcn standard\u0131na bak\u0131n\u0131z.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"6-overhead-crane-wind-load-calculation-summary\">6. Tavan Vinci R\u00fczgar Y\u00fck\u00fc Hesaplama \u00d6zeti<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table><thead><tr><th>R\u00fczgar Kuvveti<\/th><th>E\u015fik (10 dakikal\u0131k ortalama)<\/th><th>3 saniyelik R\u00fczgar Kar\u015f\u0131<\/th><th>Tasar\u0131m R\u00fczgar Bas\u0131nc\u0131<\/th><th>Gerekli Eylem<\/th><\/tr><\/thead><tbody><tr><td>Kuvvet 6<\/td><td>10,8\u201313,8 m\/s<\/td><td>20 m\/s<\/td><td>250 N\/m\u00b2<\/td><td>Alarm \u2014 vin\u00e7, maksimum \u00e7al\u0131\u015fma tasar\u0131m ko\u015fullar\u0131nda \u00e7al\u0131\u015fmaktad\u0131r; operat\u00f6r\u00fc ko\u015fullar\u0131 izlemeye ve haz\u0131rl\u0131k yapmaya \u00e7a\u011f\u0131r\u0131n.<\/td><\/tr><tr><td>Kuvvet 7<\/td><td>13,9\u201317,1 m\/s<\/td><td>~22\u201325 m\/s<\/td><td>\u2014<\/td><td>Kapatma ve kilitleme \u2014 r\u00fczgar, vin\u00e7lerin b\u00fcy\u00fck \u00e7o\u011funlu\u011funun tasar\u0131m \u00e7al\u0131\u015fma s\u0131n\u0131rlar\u0131n\u0131 a\u015fm\u0131\u015ft\u0131r; t\u00fcm i\u015flemleri durdurun, manuel m\u00fcdahaleyi engelleyin.<\/td><\/tr><tr><td>Kuvvet 8<\/td><td>17,2\u201320,7 m\/s<\/td><td>28,3 m\/s<\/td><td>\u2265500 N\/m\u00b2<\/td><td>\u00c7apa \u2014 tropikal f\u0131rt\u0131na seviyesindeki r\u00fczgarlar; t\u00fcm ray kelep\u00e7elerini, \u00e7apa cihazlar\u0131n\u0131 ve f\u0131rt\u0131na ba\u011flama kay\u0131\u015flar\u0131n\u0131 devreye al\u0131n.<\/td><\/tr><\/tbody><\/table><figcaption class=\"wp-element-caption\">R\u00fczgara dayan\u0131kl\u0131 liman vin\u00e7leri, askeri vin\u00e7ler ve kurtarma vin\u00e7leri gibi \u00f6zel durumlarda farkl\u0131 e\u015fikler s\u00f6z konusu olabilir. T\u00fcm standart tavan vin\u00e7leri ve portal vin\u00e7ler i\u00e7in 6\/7\/8 Kuvvet kural\u0131 ge\u00e7erlidir.<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"7-overhead-crane-wind-load-calculation-key-engineering-takeaways\">7. Tavan Vinci R\u00fczgar Y\u00fck\u00fc Hesaplamas\u0131: Temel M\u00fchendislik Bulgular\u0131<\/h2>\n\n\n\n<p>Tavan vin\u00e7lerinin r\u00fczgar y\u00fck\u00fc hesaplamas\u0131n\u0131n do\u011fru yap\u0131lmas\u0131, d\u0131\u015f mekan kald\u0131rma ekipmanlar\u0131n\u0131n g\u00fcvenli tasar\u0131m\u0131, i\u015fletimi ve bak\u0131m\u0131 i\u00e7in temel \u00f6neme sahiptir. Tasar\u0131m r\u00fczgar h\u0131z\u0131, r\u00fczgar bas\u0131nc\u0131, y\u00fck kombinasyonlar\u0131 ve i\u015fletme r\u00fczgar limitlerinin do\u011fru belirlenmesiyle m\u00fchendisler, yap\u0131sal tasar\u0131m\u0131 optimize edebilir, devrilme \u00f6nleyici stabiliteyi art\u0131rabilir ve anemometreler, ray kelep\u00e7eleri, ankraj sistemleri ve f\u0131rt\u0131na ba\u011flama sistemleri gibi uygun r\u00fczgar koruma cihazlar\u0131n\u0131 se\u00e7ebilirler. Meteorolojik r\u00fczgar verileri, tasar\u0131m r\u00fczgar bas\u0131nc\u0131 ve vin\u00e7 i\u015fletme ko\u015fullar\u0131 aras\u0131ndaki ili\u015fkinin anla\u015f\u0131lmas\u0131, r\u00fczgarla ilgili ar\u0131zalar\u0131n \u00f6nlenmesi ve g\u00fcvenli kald\u0131rma i\u015flemlerinin sa\u011flanmas\u0131 a\u00e7\u0131s\u0131ndan da ayn\u0131 derecede \u00f6nemlidir.<\/p>\n\n\n\n<p>GB\/T 3811&#39;de belirtilen hesaplama y\u00f6ntemleri ve tasar\u0131m gereksinimlerinin yan\u0131 s\u0131ra GB\/T 6067.1&#39;in g\u00fcvenlik h\u00fck\u00fcmleri ve ilgili vin\u00e7 \u00fcr\u00fcn standartlar\u0131 do\u011frultusunda, \u00fcreticiler, tasar\u0131mc\u0131lar ve bak\u0131m ekipleri, tavan vin\u00e7leri, portal vin\u00e7ler, RTG&#39;ler, RMG&#39;ler, gemi-k\u0131y\u0131 vin\u00e7leri ve di\u011fer d\u0131\u015f mekan kald\u0131rma ekipmanlar\u0131 i\u00e7in g\u00fcvenilir r\u00fczgar y\u00fck\u00fc de\u011ferlendirme prosed\u00fcrleri olu\u015fturabilirler. Do\u011fru r\u00fczgar y\u00fck\u00fc hesaplamas\u0131, yaln\u0131zca operasyonel g\u00fcvenli\u011fi art\u0131rmakla kalmaz, ayn\u0131 zamanda ekipman\u0131n hizmet \u00f6mr\u00fcn\u00fc uzat\u0131r ve zorlu \u00e7evre ko\u015fullar\u0131nda uzun vadeli g\u00fcvenilirli\u011fi art\u0131r\u0131r.<\/p>\n\n\n\n<p><strong>Ba\u015fl\u0131ca Referans Standartlar\u0131<strong><strong><strong><strong>(<a href=\"https:\/\/openstd.samr.gov.cn\/bzgk\/std\/std_list?p.p1=0&amp;p.p90=circulation_date&amp;p.p91=desc&amp;p.p2=%E8%B5%B7%E9%87%8D%E6%9C%BA\" target=\"_blank\" rel=\"noopener\">\u00c7in Vin\u00e7 Standartlar\u0131 Sorgusu<\/a>)<\/strong><\/strong><\/strong><\/strong>:<\/strong><\/p>\n\n\n\n<ul>\n<li>GB\/T 6067.1-2010 Kald\u0131rma ekipmanlar\u0131 i\u00e7in g\u00fcvenlik kurallar\u0131 \u2014 B\u00f6l\u00fcm 1: Genel<\/li>\n\n\n\n<li>GB\/T 3811-2008 Vin\u00e7ler i\u00e7in tasar\u0131m kurallar\u0131<\/li>\n\n\n\n<li>GB\/T 43237-2023 Kamuoyuna y\u00f6nelik meteorolojik afet \u00f6nleme k\u0131lavuzu \u2014 Tayfun<\/li>\n\n\n\n<li>GB\/T 28591-2012 R\u00fczgar \u00f6l\u00e7e\u011fi<\/li>\n<\/ul>","protected":false},"excerpt":{"rendered":"&#8220;Alarm at force 6, shutdown at force 7, anchor at force 8&#8221; \u2014 this is a well-known rule of thumb among overhead crane and gantry crane operators. But where exactly do these thresholds come from, and wh","protected":false},"featured_media":12037,"parent":0,"menu_order":0,"template":"single-SEO-Table.php","posts_category":[189],"posts_tag":[874,868,793,118,869,121,873,872,870,871],"acf":[],"_links":{"self":[{"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/xmxposts\/12026"}],"collection":[{"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/xmxposts"}],"about":[{"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/types\/posts"}],"version-history":[{"count":5,"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/xmxposts\/12026\/revisions"}],"predecessor-version":[{"id":12055,"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/xmxposts\/12026\/revisions\/12055"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/media\/12037"}],"wp:attachment":[{"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/media?parent=12026"}],"wp:term":[{"taxonomy":"posts_category","embeddable":true,"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/posts_category?post=12026"},{"taxonomy":"posts_tag","embeddable":true,"href":"https:\/\/www.kscranegroup.com\/tr\/wp-json\/wp\/v2\/posts_tag?post=12026"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}