aggregate-impact-value-apparatus-

 Toughness Test  

संघट्ट या चीमड़पन परीक्षण  

[I.S: 2386]

  • उद्देश्य(Object):-

पत्थर की गिट्टी का संघट्ट (या चीमडपन) मान ज्ञात करना और इसकी सड़क उपयोग में  उपयुक्तता का पता लगाना । यह परीक्षण पत्थर गिट्टी के सिलिण्डरी प्रतिदर्श पर किया जाता है।

  • सिद्धान्त (Theory):-

किसी वस्तु के संघट्ट का प्रतिरोध करने की क्षमता को इसका चीमड़पन (Toughness) काहे हैं। यातायात के संघट्ट के कारण सड़क-गिट्टी टूटती है और छोटे-छोटे टुकड़ों में बिखरने लगती है। सड़क-गिट्टी इस प्रकार टूटनी नहीं चाहिये। अतः यह परीक्षण पत्थर की गिट्टी का चीमडपन करने के लिये किया जाता है अर्थात बार-बार चोट खाने पर, पत्थर कितना अवरोध करता है, इस परीक्षण द्वारा ज्ञात किया जाता है। संघट्ट का मान गिट्टी के चुरा व गिट्टी के मूल भारों के अनुपार के प्रतिशत में व्यक्त किया जाता है। सड़क-गिट्टी के संघट्ट मान (Impact Values) तथा उनकी उपयुक्तता निम्न दी गयी है। घनाकार (Cubical ) पत्थर, चपटे व लम्बूतरे पत्थरों से अधिक संघट्ट-सह होते हैं।

  • सामग्री(Material):-
  1. पत्थर की गिट्टी और अवशयक उपकरण|
  • उपकरण(Apparatus):- संघट्ट या चीमड़पन परीक्षण (Impact or Toughness Test) सड़क गिट्टी का संघट्ट-मान ज्ञात करना
  1. पेज संघट्ट यन्त्र, 14 kg पात-हथौड़े सहित, हथौड़े का मुक्त पात 380 mm होना चाहिये|
  2. धातु का सिलिण्डरी मापक (भीतरी व्यास 75 mm, ऊँचाई 50 mm),
  3. तोकनी-छड़ 10 mm व्यास, 23 cm लम्बी,
  4.  IS चालनी 12.5 mm, 10 mm, 2.36 mm HIM,
  5. तुला, धारिता 500 ग्राम भार,
  6.  थर्मोस्टेटिक ओवन (Oven)
  • पेंच संघट्ट यन्त्र मशीन :-

पेज संघट्ट यन्त्र-इस मशीन की तली पर 102 mm व्यास व 50 mm ऊँचा गोलाकार बक्सा (cup) होता है, जो ऊपर से खुला होता है। बक्से के ठीक ऊपर 100 mm व्यास व 14 kg का एक पात-हथौड़ा टंगा रहता है। यह हथौड़ा 380 mm की ऊँचाई से प्रतिदर्श पर गिराया जाता है।

  • विधि(Method):-
  1. प्रतिदर्श (पत्थर की गिट्टी) को चालनी पर छानो। यह IS 12-5mm चालनी से पारित हो जाये, परन्तु IS 10 mm चालनी पर रुक जाये।
  2. इस प्रतिदर्श को 100°C-110°C पर 4 घण्टे तक गर्म करे और फिर ठपडा होने दें।
  3. इस गिट्टी को सिलिण्डरी मापक में तीन समान परतों में ऊपर तक भरें और प्रत्येक परत को, ऊपरी परत डालने से पहले 25 बार ठोकनी-छड़ से कूट लें। मापक से बाहर ऊभरी फालतू गिट्टी को सीध-पटरी (Foot-Rule) चलाकर निकाल दें।
  4. अब प्रतिदर्श का शुद्धता से भार ज्ञात कर लें।
  5. प्रतिदर्श को मापक से निकालकर संघट्ट जांच मशीन के बक्से (cup) में समान रूप से भर दें और इसकी भी 25 बार हल्की कुटाई कर दें।
  6. मशीन के हथौड़े को प्रतिदर्श की ऊपरी सतह से 380 mm (शुद्ध ऊँचाई) अपर उठा कर रोक कर रखें ताकि छोड़े जाने पर यह सीधा प्रतिदर्श के ऊपर गिरे।
  7.  अर हथौड़े को उपरोक्त ऊँचाई से एकदम मुक्त करके (Free Fall) गिरायें । यह पात-क्रिया 15 बार की जाती है। दो हथौड़ा-पात के मध्य एक सैकण्ड का अन्तराल अवश्य रहना चाहिये।
  8.  15 बार हथौड़ा गिराने के बाद प्रतिदर्श को मशीन के बक्से (cup) से निकाल कर IS चालनी 2.36 mm से छान लें । जो सामग्री चालनी से एक मिनट में निकल जाती है, उसे ध्यानपूर्वक समेट कर एक ग्राम की शुद्धता तक तोल लें।
  9.  उपलब्ध ऑकड़े निम्न प्रेक्षण तालिका में भर कर संघट्ट मान की गणना करें।
  10. यह जांच तीन बार दोहरायी जाती है और औसत संघट्ट मान ज्ञात किया जाता है।
  • प्रेक्षण (Observation):-
SR.सिलिंडर मापक में भरी गिट्टी का भार (w1)IS चालनी 2.36mm से पारित सामिग्री का भार (w2)गिट्टी का संघट्ट मान गिट्टी का संघट्ट मान प्रतिशत में (w2/w1)x100औसत मान 
1
2
3
  • परिणाम(Result):-
  1. गिट्टी का औसत संघट्ट मान (IMPACT VALUE)= ……. % हे
पत्थरों के कुछ संघट्ट मान 
110% से कम गिट्टी अत्यंत कठोर हे
210%-20%सामान्य  कठोर हे
320%- 30%संतोष जनक मान
435% से अधिक कमजोर है |

NOTE:-

सडक की ऊपरी सतह पर प्रयुक्त की जाने वाली गिट्टी का समाघात मान (IMPACT VALUE ) 30 % तथा आधार कोट के लिए 45 %  से अधिक नहीं होनी चाहिए |

  • सावधानियाँ(Precautions):-
  1. प्रतिदर्श (गिट्टी) को 100°C-110C तक गर्म करके व ठण्डा करके तैयार करें।
  2. गिट्टी को चूरा सहित सावधानी से मशीन के बक्से (cup) से निकालें।
  3. हथौड़े की पात-ऊँचाई तथा अन्तराल पर ध्यान दें। हथौड़ा गिरते समय बक्से (curp) की खड़ी फलकों से नहीं टकराना चाहिये।
  4. प्रतिदर्श का भार ध्यान से लें। यह 0-1 माम की शुद्धता तक लिया जाता है।
  5. गिट्टी की कुटाई पूरी सतह पर समान रूप से करें। ठोकनी-छड़ मापक की दीवारों (फलकों) से नहीं टकरानी चाहिये
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