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Columbia Steel Casting Co., Inc.

Crusher Wear Parts

sponsored by Columbia Steel Casting Co., Inc.

Steve Dolezal

Steve Dolezal
Product Engineering Manager
Columbia Steel Casting Co., Inc.

(800) 547-9471

Steve Dolezal has been a crusher wear parts engineer at Columbia Steel for 21 years. His knowledge includes a wide variety of jaw, cone and roll crusher makes and models, as well as their specific industry applications and equipment conditions. He works closely with customers to recommend and develop wear parts to better meet their needs, often resulting in increased service life, throughput, or both. Doug Henderson will answer questions about gyratory crusher wear parts with his expertise as a product engineer at Columbia Steel for over 10 years.


Bridging in Jaw
Posted by Dan from Pickering, ON, CA on February 10, 2009

We replaced the jaw dies in our 32 40 jaw with dies recommended by our supplier for recycling concrete. The stationary jaw has smooth sides. Material begins to bridge on the side and spreads across entire jaw untill jaw plugs. Any suggestions?

The problem described typically occurs when there is too large of a void between the edge of the jaw & the cheek plate. Usually when the void is filled in on the casting, it eliminates the situation described. In order to diagnose your problem correctly, I would need to visually see the situation you have described. Photos would be best. You can email photos to me at steve_dz@columbiasteel.com if you would like me to take a closer look.


Crusher Design / Recommendation
Posted by Scott from Waterford, OH, US on December 17, 2008

We have a small masonry company. In the past we have just hauled the refuge away from the job site. This was a large expense. Now with the new LEED green rating/points their is an option of crushing the refuge on site. For the most part we would need a small machine that could crush 12″x8″x16″ block (high void) and 4″ x 4″ x 12″ brick (solid) along with the misc globs of mortar and concrete. What would be the best type of crusher for us? What approximate size would you recommend? Smaller the better as often we would neeed to move it around the job site with a skid steer or small fork truck.

In a case like this I would consider using a jaw crusher. The size should be around 15 x 24. Many manufacturers have this size available; check into Cedarapids, Diamond, Pioneer & Universal.

Steve Dolezal
Product Engineering Manager


Columbac II Use in Engine Blocks
Posted by Eugene from Newark, CA, US on October 23, 2008

I want to fill up an engine block with the Columbac II and want to know if I would be able to drill and tap this material for head-bolt studs and if it would be strong enough to hold. Also will it hold up to the heat produced by th engine.

The use of crusher backing material in your engine block filling application is an excellent use of this product. The minimal shrinkage incurred with this material under the cyclic heated and creepage prone atmosphere a cast engine block endures, makes the use of this kind of hi-density epoxy, as good a choice as it gets. Personal experience with this material in that application is fairly extensive. Having raced supercharged gas, nitro & alcohol dragsters for 30 years, filling blocks was part of the drill. I’ve used this type of epoxy material as far back as in the late 60’s, in cast iron 392 C.I. fuel Chrysler A-1 blocks, to support cylinder walls. Prior to the advent of billet aluminum cylinder heads, for K-B type Hemi’s, crusher backing material was used to fill cast iron Mopar type heads and the first cast aluminum heads like stage V’s. The late Hemi type heads had a propensity towards cracking between the seats and from the seats through the exhaust ports. The fix was to weld the cracks and fill the heads with crusher epoxy, in order to support the combustion chamber. That’s where the propensity for minimal shrinkage of the material became very apparent. The back, or water side of the cast head combustion chambers gets a lot of heat and the crusher backing material responds to that with excellent properties.
A later use of the product came about in stopping the potential water leakage in preparing 400” small block Chev’s to accept 4.000” stroker cranks. The bottom of the block was filled with the backing material to the low soft plug hole and water drain holes cross drilled to use the stock drain plug holes in their intended manner, as well as a ¼” N.P.T. source for external water plumbing. The crusher backing material works well in that atmosphere of heat and prevention of water leaks through grinding through the block for stroker clearance. As far as this material providing enough strength to drill and tap for head stud installation, I’d say, no on its own. However if you needed to drill thru the deck for stud clearance while still relying on the deck for primary thread strength, you could drill and tap this material. Easier way to accomplish your need for through deck stud clearance, would be to install the stud with heavily greased threads, intended as a release agent, through the deck. Pour the backing material, letting it catalyze, then remove the stud and you’ll have your necessary clearance to properly install your head studs.
Your need is an excellent application for this material. Your easiest source of obtaining our product or something similar would be from Compass Equipment, in Oroville, CA. Tele 530-533-7284.


Stationary Jaw Wears Faster than Movable Jaw
Posted by Doug from Atlanta, GA, US on October 2, 2008

Why does the stationary jaw wear out faster than the movable jaw?

The stationary jaw gets more of a rubbing and gouging action against it than does the moving jaw. This is due to the moving jaw's tendency to push the crushed material against the immobile frame side of the crusher. This same rock will roll somewhat against the moving jaw, resulting in lesser rubbing or gouging action.
Typical wear ratios between the stationary side and the moving side are 2:1 stationary wear. This higher wear rate on the fixed side is true with cone crushers as well, though there we've found that the ratio of bowl liner to mantle wear normally runs between 1.2 and 1.5:1.
In both types of rock crushers you'll see design exaggerations to the fixed side in an effort to even out those ratios. That's so that service related maintenance can be carried out at the same time to both sides of the crusher.


Cone Profiling
Posted by Tim from Sioux Falls, SD, US on September 22, 2008

Chuck, has anyone came up with a better way to profile cone wear other than cutting with a torch? Laser measurement?

Absolutely --if you have a crusher with a set of worn cone liners you would like to review, for improved output, or service life increase, you can contact your closest Columbia Steel district manager. He will make arrangements to come to your site and measure the worn profile of a set of recently expended and removed liners, that have operated under the conditions for which you are looking for a liner improvement. We’ll identify your operating conditions and we’ll prepare a wear study of your parts with a proposal offering a service guarantee to go with the price and delivery quotation.
There’s no need for you to go to the effort of cutting these things up. Wear studies of these parts are part of our customer service. We’ve found that simple section thickness measurements are the most efficient means of obtaining wear profile data. Others have attempted more sophisticated means of obtaining the dimensional values, using expensive devices. We’ve deemed simple accurate uniform thickness measurements to be adequate (easy to hold to within .060”). The name of the game is to make an accurate interpretation of the dimensional values obtained, not in how they’re measured.
Contact your local Columbia Steel district manager and he’ll take it from there. If you don’t know who your district manager is, then contact Columbia Steel customers service at 503-286-0685 (service@columbiasteel.com) to obtain this information.


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