ES257476A3 - A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding) - Google Patents

A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding)

Info

Publication number
ES257476A3
ES257476A3 ES0257476A ES257476A ES257476A3 ES 257476 A3 ES257476 A3 ES 257476A3 ES 0257476 A ES0257476 A ES 0257476A ES 257476 A ES257476 A ES 257476A ES 257476 A3 ES257476 A3 ES 257476A3
Authority
ES
Spain
Prior art keywords
holes
wires
concrete
section
sections
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
ES0257476A
Other languages
Spanish (es)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Raymond International Inc
Original Assignee
Raymond International 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 as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Raymond International Inc filed Critical Raymond International Inc
Priority to ES0257476A priority Critical patent/ES257476A3/en
Publication of ES257476A3 publication Critical patent/ES257476A3/en
Expired legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

Method for the manufacture of prestressed concrete tubular structures, by means of the use of cable-stayed wires and of a plurality of tubular concrete sections provided with a plurality of longitudinal holes located inside and surrounded by concrete in circumferentially distributed positions all around inside of the walls of each section, comprising the steps of: placing said end-to-end sections forming a series, with sealing means between the ends and with said holes of each section aligned and in communication with corresponding holes of the adjacent section; to thread a group of wires through each of said holes and to tie said wires under strong tension by forces applied to the ends thereof; and subjecting the series of sections to longitudinal compression, adhering the successive parts of the wires to each other and directly to the adjacent parts of the concrete in the holes by injection of a load or grouting under pressure through the interior and through the holes. And eliminating said forces after the said slurry has hardened and hardened; trusting in the successive to the adherence of the grout the mission to permanently maintain the wires under mechanical tension, sensibly to all along the holes, and the sections of concrete under permanent compression, end to end, submitting itself to strong compression the means of hermetic closing caught between ends of section. (Machine-translation by Google Translate, not legally binding)
ES0257476A 1960-04-19 1960-04-19 A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding) Expired ES257476A3 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES0257476A ES257476A3 (en) 1960-04-19 1960-04-19 A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES0257476A ES257476A3 (en) 1960-04-19 1960-04-19 A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding)

Publications (1)

Publication Number Publication Date
ES257476A3 true ES257476A3 (en) 1960-11-16

Family

ID=34490584

Family Applications (1)

Application Number Title Priority Date Filing Date
ES0257476A Expired ES257476A3 (en) 1960-04-19 1960-04-19 A method for the manufacture of pretensed concrete tubular structures (Machine-translation by Google Translate, not legally binding)

Country Status (1)

Country Link
ES (1) ES257476A3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110630028A (en) * 2019-09-09 2019-12-31 水利部交通运输部国家能源局南京水利科学研究院 Device for reinforcing hoop prestress by filling curing material in high-pressure elastic pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110630028A (en) * 2019-09-09 2019-12-31 水利部交通运输部国家能源局南京水利科学研究院 Device for reinforcing hoop prestress by filling curing material in high-pressure elastic pipe

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