SU688552A2 - Pipeline-supporting bridge - Google Patents

Pipeline-supporting bridge

Info

Publication number
SU688552A2
SU688552A2 SU782605793A SU2605793A SU688552A2 SU 688552 A2 SU688552 A2 SU 688552A2 SU 782605793 A SU782605793 A SU 782605793A SU 2605793 A SU2605793 A SU 2605793A SU 688552 A2 SU688552 A2 SU 688552A2
Authority
SU
USSR - Soviet Union
Prior art keywords
pipeline
ropes
increase
supporting bridge
vertical deflection
Prior art date
Application number
SU782605793A
Other languages
Russian (ru)
Inventor
Александр Витальевич Шимановский
Владимир Никитович Кислоокий
Виталий Николаевич Шимановский
Original Assignee
Научно-Исследовательский Институт Строительных Конструкций Госстроя Ссср
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 Научно-Исследовательский Институт Строительных Конструкций Госстроя Ссср filed Critical Научно-Исследовательский Институт Строительных Конструкций Госстроя Ссср
Priority to SU782605793A priority Critical patent/SU688552A2/en
Application granted granted Critical
Publication of SU688552A2 publication Critical patent/SU688552A2/en

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Landscapes

  • Pipeline Systems (AREA)

Description

выполнены наклонными, а их длина и угол наклона к вертикали возрастают от середины пролета к опорам.are inclined, and their length and angle of inclination to the vertical increase from the middle of the span to the supports.

Описываема  конструкци  перехода позвол ет повысить его горизонтальную жесткость и исключить использование дополнительных устройств, ограничивающих горизонтальные перемещени  трубопровода.The described design of the transition improves its horizontal stiffness and eliminates the use of additional devices that limit the horizontal movement of the pipeline.

Claims (2)

1. Трубопроводный переход по авт. св. № 499370, отличающийс  тем, что, с целью повыщени  горизонтальной жесткости , канаты расположены по кривой в плане и профиле, причем вертикальный прогиб труболровода превышает вертикальный прогиб канатов.1. Pipeline crossing by bus. St. No. 499370, characterized in that, in order to increase the horizontal stiffness, the ropes are arranged along a curve in plan and profile, with the vertical deflection of the pipe pipe exceeding the vertical deflection of the ropes. 2. Трубопроводный переход по п. 1, отличающийс  тем, что соединительные элементы расположены наклонно в поперечном направлении, причем их длина и угол наклона к вертикали возрастают от середины пролета к опорам.2. Pipeline transition under item 1, characterized in that the connecting elements are located obliquely in the transverse direction, and their length and angle of inclination to the vertical increase from the middle of the span to the supports. Источники информации, прин тые во внимание при экспертизе 1. Авторское свидетельство СССР № 499370, кл. Е 01 D 17/00, 1974.Sources of information taken into account during the examination 1. USSR Author's Certificate No. 499370, cl. E 01 D 17/00, 1974. ,, -, ,-,,
SU782605793A 1978-04-14 1978-04-14 Pipeline-supporting bridge SU688552A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782605793A SU688552A2 (en) 1978-04-14 1978-04-14 Pipeline-supporting bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782605793A SU688552A2 (en) 1978-04-14 1978-04-14 Pipeline-supporting bridge

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
SU499370 Addition

Publications (1)

Publication Number Publication Date
SU688552A2 true SU688552A2 (en) 1979-09-30

Family

ID=20760301

Family Applications (1)

Application Number Title Priority Date Filing Date
SU782605793A SU688552A2 (en) 1978-04-14 1978-04-14 Pipeline-supporting bridge

Country Status (1)

Country Link
SU (1) SU688552A2 (en)

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