Michael C Belangie
Land Surveyors in Salt Lake City, UT

License number
Utah 135480-9925
Issued Date
Apr 14, 1973
Expiration Date
Dec 31, 1999
Category
Engineer/Land Surveyor
Type
Engineer in Training - Obsolete
Address
Address
Salt Lake City, UT

Personal information

See more information about Michael C Belangie at radaris.com
Name
Address
Phone
Michael C Belangie
27 Q St, Salt Lake City, UT 84103
(801) 363-7352
Michael C Belangie
539 E Leland Ave, Salt Lake City, UT 84106
(801) 363-7352
Michael C Belangie
925 1St Ave, Salt Lake City, UT 84103
(801) 363-7352

Professional information

Michael Belangie Photo 1

Sealed Highway Joint And Method

US Patent:
4824283, Apr 25, 1989
Filed:
Jan 9, 1987
Appl. No.:
7/001699
Inventors:
Michael C. Belangie - Salt Lake City UT
International Classification:
E01C 1110, E01C 1102
US Classification:
404 64
Abstract:
A sealed joint in a concrete highway or the like is installed in a channel formed above the usual shrinkage control cut between adjoining concrete slabs by depositing a mass of uncured ductile and elastic adhesive, preferably a special silicone material, in such channel and embedding a preformed length of a cured ductile and elastic material, again preferably a special silicone material, in such adhesive. The length is preferably of strip formation and has intermediate areas of its upper and lower surfaces covered with respective fillers of an anti-bonding agent to provide for joint expansion and retraction. The joint installation channel is preferably unusually shallow and may be dry cut. Its width is sufficiently narrow that traffic loads are carried by the concrete bordering the channel. Preformed strip is introduced into the adhesive in the channel from a stable roll of same.


Michael Belangie Photo 2

Joint Seal For Concrete Highways

US Patent:
4927291, May 22, 1990
Filed:
May 3, 1988
Appl. No.:
7/189631
Inventors:
Michael C. Belangie - Salt Lake City UT
International Classification:
E01C 1110
US Classification:
404 64
Abstract:
A sealed joint in a concrete highway or the like is installed in a channel formed above the usual shrinkage control cut or construction joint between adjoining concrete slabs by placing in such channel a preformed and relaxed length of a ductile and elastic material and bonding it to at least part of the concrete faces of the channel by a ductile and elastic adhesive. In some instances, an anti-bonding agent is applied to portions of the preformed and relaxed length to provide for joint expansion and retraction. The joint installation channel is preferably unusually shallow and may be dry cut. Its width is sufficiently narrow that traffic loads are carried by the concrete bordering the channel. The preformed length is preferably of strip formation, which is introduced into the channel from a stable roll of same.