{"id":1752,"date":"2020-06-18T16:23:21","date_gmt":"2020-06-18T21:23:21","guid":{"rendered":"https:\/\/resqjack.wpengine.com\/?p=1752"},"modified":"2020-06-18T19:53:15","modified_gmt":"2020-06-19T00:53:15","slug":"payanda-stabilizasyon-bolum-iii","status":"publish","type":"post","link":"https:\/\/res-q-jack.com\/tr\/news\/buttress-stabilization-part-iii\/","title":{"rendered":"Payanda Stabilizasyonu - B\u00f6l\u00fcm III"},"content":{"rendered":"

Bu serinin ilk iki b\u00f6l\u00fcm\u00fcnde yan yatan ara\u00e7lar\u0131n payanda stabilizasyonunda kullan\u0131lan ekipman ve teknikleri ele ald\u0131k. Bu b\u00f6l\u00fcmde, 3 noktal\u0131 yan yatar yolcu arac\u0131 stabilizasyonunda payanda ekipman\u0131n\u0131n maruz kald\u0131\u011f\u0131 potansiyel kuvvetlere bir g\u00f6z ataca\u011f\u0131z. \u0130nceleyece\u011fimiz belirli kuvvetler aras\u0131nda payanda sehpalar\u0131ndaki s\u0131k\u0131\u015ft\u0131r\u0131c\u0131 kolon y\u00fcklerinin yan\u0131 s\u0131ra taban s\u0131n\u0131rlama \u00e7emberlerinde ya\u015fanan gerilim y\u00fckleri de yer almaktad\u0131r. Ayr\u0131ca, bir ki\u015finin teorik verileri ger\u00e7ek d\u00fcnyadaki bir duruma nas\u0131l uygulayabilece\u011fini daha iyi anlamak i\u00e7in bu bilgileri nas\u0131l kullanabilece\u011fini g\u00f6stermek i\u00e7in bir \u00f6rnek \u00fczerinden y\u00fcr\u00fcyece\u011fiz.<\/p>\r\n

Kolon ve Kay\u0131\u015f Kuvvetleri: Yana Dayanan Stabilizasyon<\/h4>\r\n

Bir arac\u0131 dengelemek i\u00e7in ne kadar kuvvet gerekir? Bu bir\u00e7ok cevab\u0131 olan bir sorudur. E\u011fer d\u00fcz zeminle do\u011frudan temas halinde olan, yan yatm\u0131\u015f bir binek arac\u0131 basit\u00e7e stabilize ediyorsak, cevap genellikle \u00e7ok azd\u0131r. Ancak, arac\u0131 ask\u0131ya almay\u0131 veya kald\u0131rmay\u0131 planl\u0131yorsak, potansiyel olarak \u00e7ok daha farkl\u0131 bir durumla kar\u015f\u0131 kar\u015f\u0131yay\u0131z demektir. Kald\u0131rma uygulamas\u0131 i\u00e7in \u00f6zel krikolar veya kald\u0131rma \u00e7antalar\u0131 gibi ek ara\u00e7lar kullanmal\u0131 ve stabilizasyon ekipman\u0131n\u0131 stabilizasyon i\u00e7in ay\u0131rmal\u0131y\u0131z. Her iki uygulama i\u00e7in de ayn\u0131 ekipman\u0131 kullan\u0131rsak, yede\u011fimiz olmaz. Kald\u0131rma s\u0131ras\u0131nda, stabilizasyon stand\u0131m\u0131zda yan r\u00fczgar tipi bir ayar krikomuz varsa basit bir i\u015f olan \"bir in\u00e7 kald\u0131r, bir in\u00e7 yat\u0131r\" politikas\u0131n\u0131 uygulamal\u0131y\u0131z. Kald\u0131rma torbas\u0131 ar\u0131zalan\u0131rsa, stabilizasyon ekipman\u0131 en az\u0131ndan arac\u0131n a\u011f\u0131rl\u0131\u011f\u0131n\u0131 ta\u015f\u0131yabilecek kapasitede olmal\u0131d\u0131r. Burada \u00e7e\u015fitli ara\u00e7 s\u0131n\u0131flar\u0131 i\u00e7in yakla\u015f\u0131k binek ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131 verilerini i\u00e7eren bir \u00e7izelge (Tablo 1) sunulmaktad\u0131r.<\/p>\r\n

\"Payanda<\/p>\r\n

Ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131 verilerini bir dizi analitik ili\u015fkiyle birlikte kullanarak stantlardaki s\u0131k\u0131\u015ft\u0131r\u0131c\u0131 kolon y\u00fcklerini ve s\u0131n\u0131rlay\u0131c\u0131 \u00e7emberlerdeki gerilme kuvvetlerini yakla\u015f\u0131k olarak hesaplayabiliriz. Ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131na ek olarak bu kuvvetleri etkileyecek de\u011fi\u015fkenler aras\u0131nda sehpan\u0131n ayarland\u0131\u011f\u0131 a\u00e7\u0131, sehpa say\u0131s\u0131, sehpalar\u0131n arac\u0131n a\u011f\u0131rl\u0131k merkezine g\u00f6re konumu, taban ba\u011flama kay\u0131\u015flar\u0131n\u0131n say\u0131s\u0131 ve birden fazla kay\u0131\u015f uygulan\u0131yorsa taban ba\u011flama kay\u0131\u015flar\u0131 aras\u0131ndaki a\u00e7\u0131 yer al\u0131r. Aksi takdirde belirsiz olan bu sorunu basitle\u015ftirmek i\u00e7in \u00e7e\u015fitli yakla\u015f\u0131mlar yap\u0131lm\u0131\u015ft\u0131r:<\/p>\r\n

a. Ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131n\u0131n 100%'si 3 noktal\u0131 sistem taraf\u0131ndan desteklenir
b. Standlar, arac\u0131n a\u011f\u0131rl\u0131k merkezi etraf\u0131nda simetrik olarak yerle\u015ftirilir
c. Standlar\u0131n hepsi ayn\u0131 a\u00e7\u0131da yerle\u015ftirilir (50, 60 veya 70 derece)
d. Zemin d\u00fcz ve s\u00fcrt\u00fcnmesizdir (d\u00fcz buzlu bir y\u00fczeyi sim\u00fcle eder)
e. Kay\u0131\u015flar taban etraf\u0131nda simetriktir<\/p>\r\n

Yandan destekli bir kabinin \u015femas\u0131 (\u015eekil 1) kolon y\u00fcklerinin ve sehpa a\u00e7\u0131lar\u0131n\u0131n tan\u0131m\u0131n\u0131 g\u00f6stermektedir. \u0130kinci bir diyagramda (\u015eekil 2) sehpa y\u00fcklerinin taban s\u0131n\u0131rlama \u00e7emberinde nas\u0131l gerilim yaratt\u0131\u011f\u0131 g\u00f6sterilmektedir.<\/p>\r\n

\"Payanda<\/p>\r\n

\"Payanda<\/p>\r\n

\"Payanda<\/p>\r\n

\"Payanda<\/p>\r\n

\u00d6rnek: Yan yatm\u0131\u015f k\u00fc\u00e7\u00fck pikap<\/strong><\/h4>\r\n

Tek ara\u00e7l\u0131 bir kazaya kar\u0131\u015fan k\u00fc\u00e7\u00fck bir pikap oldu\u011funu varsayal\u0131m. Kamyonet takla atm\u0131\u015f ve yan yatarak s\u00fcr\u00fcc\u00fcn\u00fcn kolunu kap\u0131 ile yer aras\u0131na s\u0131k\u0131\u015ft\u0131rm\u0131\u015ft\u0131r. Hastay\u0131 kurtarmak i\u00e7in pikab\u0131 kald\u0131rma \u00e7antalar\u0131 kullanarak kald\u0131rmay\u0131 planl\u0131yoruz. Arac\u0131 3 noktal\u0131 payanda d\u00fczene\u011fi ile dengeledi\u011fimizi ve kald\u0131rma \u00e7antalar\u0131n\u0131n ar\u0131zaland\u0131\u011f\u0131n\u0131 varsayarsak, sehpalardaki yakla\u015f\u0131k kolon y\u00fckleri ve kay\u0131\u015flardaki gerilim y\u00fckleri ne olur? Zemin d\u00fcz ve buzlu. Standlar 60 dereceye ayarlanacak. Her bir taban, aralar\u0131nda 45 derecelik a\u00e7\u0131 olan 2 kay\u0131\u015f kullanacak.<\/p>\r\n

\u00c7\u00f6z\u00fcm:<\/strong><\/h4>\r\n

Tablo 1'i kullanarak ara\u00e7 a\u011f\u0131rl\u0131\u011f\u0131n\u0131 3500 lbs olarak tahmin edebiliriz. Tablo 2'de, arac\u0131n a\u011f\u0131rl\u0131k merkezi etraf\u0131nda 60 derecelik a\u00e7\u0131yla simetrik olarak yerle\u015ftirilen 3 sehpa ile stabilize edilen 3500 kiloluk bir arac\u0131n, 1. sehpan\u0131n 2.021 lbs'lik bir kolon y\u00fck\u00fcne ve di\u011fer 2 sehpan\u0131n her birinin 1.010 lbs'lik bir y\u00fcke maruz kalmas\u0131na neden oldu\u011funu g\u00f6r\u00fcyoruz. Tablo 4'ten, 60 derecelik a\u00e7\u0131yla hareket eden 2.021 lb. kolon y\u00fck\u00fcn\u00fcn, aralar\u0131nda 45 derecelik a\u00e7\u0131 olan 2 kay\u0131\u015f kullan\u0131ld\u0131\u011f\u0131nda 714 lb. kay\u0131\u015f gerginli\u011fi ile sonu\u00e7land\u0131\u011f\u0131n\u0131 g\u00f6r\u00fcyoruz. Not: uygun veriler tablolarda vurgulanm\u0131\u015ft\u0131r.<\/p>\r\n

Tablolar\u0131 tararsan\u0131z, farkl\u0131 de\u011fi\u015fkenlerin sehpa ve kay\u0131\u015f y\u00fcklerini nas\u0131l etkiledi\u011fini g\u00f6receksiniz. Daha dik bir sehpa daha d\u00fc\u015f\u00fck kolon y\u00fcklerine ve dolay\u0131s\u0131yla daha d\u00fc\u015f\u00fck kay\u0131\u015f gerilimine neden olur. Ne kadar \u00e7ok kay\u0131\u015f eklerseniz her bir kay\u0131\u015ftaki gerilim o kadar azal\u0131r. \u0130ki kay\u0131\u015fl\u0131 bir taban i\u00e7in kay\u0131\u015flar aras\u0131ndaki a\u00e7\u0131 ne kadar geni\u015f olursa kay\u0131\u015flardaki gerilim de o kadar artar.<\/p>\r\n

Bu serinin son b\u00f6l\u00fcm\u00fcnde, tavan\u0131 sabitlenmi\u015f yolcu arac\u0131n\u0131n sabitlenmesini ele alaca\u011f\u0131z. Tavanda duran arac\u0131 uygun \u015fekilde stabilize etmek ve t\u00fcm kurtarma se\u00e7eneklerini a\u00e7\u0131k tutmak genellikle zorlu bir g\u00f6revdir. Ancak, size tavan sabitleme stabilizasyonunda devrim yaratabilecek benzersiz yeni bir y\u00f6ntem tan\u0131taca\u011f\u0131z.<\/p>\r\n

Bu makalede kullan\u0131lan ekipman hakk\u0131nda daha fazla bilgi almak isterseniz, a\u015fa\u011f\u0131daki web sitesine eri\u015febilirsiniz: www.cepcotool.com veya \u015fu adrese yazabilirsiniz: Cepco Tool Company, Post Office Box 700, Spencer, NY 14883. \u00a9 2001, Cepco Tool Company.<\/p>","protected":false},"excerpt":{"rendered":"

Bu serinin ilk iki b\u00f6l\u00fcm\u00fcnde yan yatan ara\u00e7lar\u0131n payanda stabilizasyonunda kullan\u0131lan ekipman ve teknikleri ele ald\u0131k. Bu b\u00f6l\u00fcmde, 3 noktal\u0131 yan yatar yolcu arac\u0131 stabilizasyonunda payanda ekipman\u0131n\u0131n maruz kald\u0131\u011f\u0131 potansiyel kuvvetlere bir g\u00f6z ataca\u011f\u0131z. \u0130nceleyece\u011fimiz belirli kuvvetler aras\u0131nda bas\u0131n\u00e7l\u0131 kolon y\u00fckleri de yer almaktad\u0131r...<\/p>","protected":false},"author":5,"featured_media":1793,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[7],"tags":[16],"class_list":["post-1752","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-news","tag-buttress-stabilization"],"yoast_head":"\nButtress Stabilization \u2013 Part III | Res-Q-Jack, Inc.<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/res-q-jack.com\/tr\/haberler\/payanda-stabilizasyon-bolum-iii\/\" 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