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Oskar H Klenert

from Mashpee, MA
Age ~90
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Related to:
David Tripp
Connected to:
Peter T Klenert, 64Carol S Klenfner, 78Maxwell L Kleniewski, 47Larry Klenin, 81Albert W Klenk, 48Brandon J Klenk, 44Chad R Klenk, 45Cynthia Klenk, 67Hesston M Klenk, 43Janet H Klenk, 75

Oskar Klenert Phones & Addresses

  • 174 Lowell Rd, Mashpee, MA 02649 (508) 539-0694
  • 174 Lowell Rd UNIT 105, Mashpee, MA 02649 (508) 539-0694
  • Hyannis Port, MA
  • 363 Center St, South Easton, MA 02375 (508) 238-6725
  • Stoughton, MA
  • Norton, MA
  • 363 Center St, South Easton, MA 02375 (508) 769-2944

Work

Position: Research and development

Education

Degree: Associate degree or higher

Emails

o***[email protected]

Industries

Civil Engineering

Resumes

Resumes

Oskar Klenert Photo 1

Research And Development

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Location:
174 Lowell Rd, Mashpee, MA 02649
Industry:
Civil Engineering
Work:

Research and Development

Business Records

Name / Title
Company / Classification
Phones & Addresses
Oskar H. Klenert
President
BAYROAD LAND CORP
PO Box 292, North Easton, MA 02356
363 Central St, South Easton, MA 02375
Oskar H. Klenert
President
EARTH RIB MODULE, INCORPORATED
174 Lowell St #105, Mashpee, MA 02649
174 Lowell Rd #105, Mashpee, MA 02649
Oskar H. Klenert
Secretary
K. & W. ENGINEERING, INC
1629 Central St SUITE 3, Stoughton, MA 02072
363 Ctr St, South Easton, MA

Publications

Us Patents

Sand And Soil Internal Reinforcement System

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US Patent:
20090162147, Jun 25, 2009
Filed:
Oct 1, 2008
Appl. No.:
12/243074
Inventors:
Oskar Heinrich Klenert - Mashpee MA, US
Assignee:
EARTH PROTECTION SYSTEMS, INC. - Meredith NH
International Classification:
E02D 5/00
E04C 1/00
US Classification:
405284, 52578
Abstract:
A sand and soil internal reinforcement system including a plurality of individual modules removably connectable together act to reinforce sand and/or soil against shifting caused by erosive forces such as water and wind in high energy environments such as coastal beaches and watershed areas which produce large volumes of runoff or in hill sides subject to sliding due to ground water hydrostatic pressure. The modules include a cell having a front panel, rearward extending side walls which are held together by an open soil ballast and anchor membrane, and a refractor panel. Fill placed on top of the ballast and anchor membrane provides structural stability for each individual module independent of other adjoining modules of the reinforcement system. The interface established between adjacent modules requires no supplemental coupling devices, such as shear and alignment pins, to removably secure them together.

Earth-Retaining Module And System

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US Patent:
54998913, Mar 19, 1996
Filed:
Feb 17, 1994
Appl. No.:
8/198180
Inventors:
Oskar H. Klenert - South Easton MA
Assignee:
Earth Stabilizing Technology, Inc. - Raynham MA
International Classification:
E02D 2902
US Classification:
405284
Abstract:
An earth-retaining concrete module and an interlocked earth-retaining terraced wall system employing such modules to stabilize earthen embankments and to reduce erosion from wave action. The module comprises an upright front wall and connecting side walls which form a U-shaped structure open at the top and adapted to receive fill material therein. The side walls of the module have at least one open notch in the top of each side wall, adapted to accept in an interlocked manner the width of the bottom of the front wall of a module in the next higher row in the wall system. The module includes a plurality of holes in the side walls to permit the side walls of adjoining modules to be secured together by pins or bolts. The side walls have inward-positioned wing side walls extending from the center of the side walls toward the rear of the side walls to place the center of gravity of the module toward the rear of the module. The module used in the bottom row of the wall system includes a foot section extending from the bottom of the front wall of the module to prevent scouring by wave action of the earth or sand against the front wall of the module.

Modular Shell Reef For Erosion Abatement

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US Patent:
20170268191, Sep 21, 2017
Filed:
Mar 20, 2017
Appl. No.:
15/463690
Inventors:
- Braintree MA, US
Oskar Heinrich Klenert - Mashpee MA, US
Assignee:
Means Precast Co. - Braintree MA
International Classification:
E02B 3/04
E02B 3/14
Abstract:
The disclosed systems, methods, and apparatuses may combat coastal erosion using a shell module shaped to enable retention of sand on a beach and shore face. The shell module may be shaped to minimizing interference with recreational use of the beach and providing a beneficial environment for desirable sea life. The modular shell can be conveniently transported and emplaced in shell reefs. These shell reefs may comprise multiple, optionally interlocking shell modules. These shell reefs can prevent fill, such as sand, de-watered sand, or sand slurry from being scoured and sluiced out to sea. The disclosed systems and methods harness the energy of incoming and returning waves, including tidal and surf action, to assist in spreading the fill, recreating a natural beach, complete with layers of sand capable of resisting the scouring force of ocean waves and currents.
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Oskar H Klenert from Mashpee, MA, age ~90 Get Report