![]() ![]() The concrete is preferably reinforced with conventional concrete reinforcing bars. The conduits are provided in order to receive tie rods having their ends projecting from the sides of the float and through elongated wales which serve to secure the floats to each other. A tubular conduit extends beneath at least some of the transverse ribs. Consequently, the necessary strength for the deck can be achieved by utilizing a substantially reduced quantity of concrete. The deck of the shell has integrally formed therewith a plurality of transverse ribs and longitudinal ribs which strengthen the deck. breakwaters or wave dissipating wallsĪ concrete float having a buoyant foam core surrounded by a concrete shell. E02B3/062- Constructions floating in operational condition, e.g.E02B3/06- Moles Piers Quay walls Groynes Breakwaters Wave dissipating walls Quay equipment.E02B3/04- Structures or apparatus for, or methods of, protecting banks, coasts, or harbours.E02B3/00- Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites Sealings or joints for engineering works in general.E02- HYDRAULIC ENGINEERING FOUNDATIONS SOIL SHIFTING.B63B5/14- Hulls characterised by their construction of non-metallic material made predominantly of concrete, e.g.B63B5/00- Hulls characterised by their construction of non-metallic material.B63B35/00- Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for.B63B- SHIPS OR OTHER WATERBORNE VESSELS EQUIPMENT FOR SHIPPING.B63- SHIPS OR OTHER WATERBORNE VESSELS RELATED EQUIPMENT. ![]() 238000004642 transportation engineering Methods 0.000 description 1.239000004800 polyvinyl chloride Substances 0.000 description 1.229920000915 polyvinyl chloride Polymers 0.000 description 1.238000006243 chemical reaction Methods 0.000 description 1.238000006073 displacement reaction Methods 0.000 description 2.239000006260 foam Substances 0.000 claims abstract description 18.210000000614 Ribs Anatomy 0.000 claims abstract description 24.230000003014 reinforcing Effects 0.000 claims abstract description 27.238000004519 manufacturing process Methods 0.000 title claims description 6.Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.) Filing date Publication date Priority to US06/057,594 priority Critical patent/US4265193A/en Priority to GB8030264A priority patent/GB2084519B/en Priority to AU62585/80A priority patent/AU6258580A/en Application filed by Builders Concrete Inc filed Critical Builders Concrete Inc Priority to US06/491,937 priority patent/USRE31984E/en Application granted granted Critical Publication of USRE31984E publication Critical patent/USRE31984E/en Anticipated expiration legal-status Critical Status Expired - Lifetime legal-status Critical Current Links Original Assignee Builders Concrete Inc Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.) Sluys Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.) Expired - Lifetime Application number US06/491,937 Inventor Wesley W. Google Patents Concrete marine float and method of fabricatingÄownload PDF Info Publication number USRE31984E USRE31984E US06/491,937 US49193783A USRE31984E US RE31984 E USRE31984 E US RE31984E US 49193783 A US49193783 A US 49193783A US RE31984 E USRE31984 E US RE31984E Authority US United States Prior art keywords concrete core float deck transverse Prior art date Legal status (The legal status is an assumption and is not a legal conclusion. Google Patents USRE31984E - Concrete marine float and method of fabricating USRE31984E - Concrete marine float and method of fabricating
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |