Show the replacement of loose rivets, Civil Engineering

Assignment Help:

Q. Replacement of loose rivets?

i) Slight slackness of rivet does not cause loss of rivet strength.

ii) Renewal of slack rivets should be done only when the slack rivets are in groups or are bunched up.

iii) Rivet is to be considered finger loose when the looseness can be felt by touch, without tapping. Rivets should be considered hammer loose, when the looseness can be felt only with the aid of a hand hammer.

iv) All rivet renewals in a bridge girder shall be done only with pneumatic rivetting. The following points should be kept in mind while carrying out the rivetting work.

a) In pneumatic rivetting, the driving of the rivet, filling of the hole and formations of the head should be done by snap mounted pneumatic hammer by delivering quick hard blows on practically white hot rivet.

b) The rivet shank should be about 1.5mm less than the diameter of the drilled hole.

c) While rivetting a loose joint, not more than 10% rivets should be cut at a time.

d) It is preferable to drill a rivet out than to use a rivet buster as the latter cuts the rivet head in shear, imparting very heavy shock to the adjoining group of rivets.

e) The loose rivets in a joint are replaced, it is very necessary that all the rivets in the assembly are rechecked for tightness.

f) At locations where replacing rivets is difficult, turned bolts of appropriate diameter and length may be used.

g) The rivet must be driven straight, while hot, keeping the hammer coaxial.

h) Rivets conforming to IRS specifications only should be used.


Related Discussions:- Show the replacement of loose rivets

Explain the dupuit equations for unconfined aquifers, Explain the Dupuit Eq...

Explain the Dupuit Equations for Unconfined Aquifers   Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )  Using log 10 :   Q = K((h 2 ) 2 - (h 1 ) 2 )/((1055)l

State the coulomb earth pressure theory, A masonry wall with vertical back ...

A masonry wall with vertical back has a backfill 5 m behind it. The ground level is horizontal at the top and the ground water table is at ground level. Measured the horizontal pre

Explain about the pre-tensioning systems, Pre-tensioning systems In the...

Pre-tensioning systems In the previous unit we have seen different steps in a pretensioning operation. Tendon wires or strands (formed as a rope type arrangement made of  sever

Timber, charring of timber

charring of timber

Theory of structure, whatismeanby shear force and bending moment

whatismeanby shear force and bending moment

Method of construction of a bored cast-in-situ concrete pile, Q. Method of ...

Q. Method of construction of a bored cast-in-situ concrete pile? Ans. - Bored cast-in-situ concrete pile - A guide casing of 3 to 4 m length is provided on top of the bore hole

Protection of line in case of stop dead restriction, Q. Protection of line ...

Q. Protection of line in case of ‘STOP DEAD RESTRICTION' for carrying out a work of short duration on a single line section on a B.G. route  Ans. Protection in block sectio

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd