SU367222A1 - Reinforcement Wire - Google Patents

Reinforcement Wire

Info

Publication number
SU367222A1
SU367222A1 SU1450613A SU1450613A SU367222A1 SU 367222 A1 SU367222 A1 SU 367222A1 SU 1450613 A SU1450613 A SU 1450613A SU 1450613 A SU1450613 A SU 1450613A SU 367222 A1 SU367222 A1 SU 367222A1
Authority
SU
USSR - Soviet Union
Prior art keywords
wire
concrete
reinforcement wire
adhesion
radius
Prior art date
Application number
SU1450613A
Other languages
Russian (ru)
Inventor
А. И. Семенов Ю. А. Пойменов Проектный научно исследовательский институт Ростовский Промстройниипроект витель В. П. Зайцев
Original Assignee
Авторы изобретени
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 Авторы изобретени filed Critical Авторы изобретени
Priority to SU1450613A priority Critical patent/SU367222A1/en
Application granted granted Critical
Publication of SU367222A1 publication Critical patent/SU367222A1/en

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Description

1one

Изобретение относитс  к области изготовлени  элементов предварительно напр женных железобетонных конструкций.The invention relates to the field of manufacturing elements of prestressed concrete structures.

Известна арматурна  проволока периодического профил , имеюпш  цилиндрические в.м тины, используема  дл  армировани  предварительно напр женных железобетонных изделий и сооружений.A known reinforcing wire of a periodic profile, having cylindrical bars, is used to reinforce prestressed concrete products and structures.

Однако необходима  величина сцеплени  с бетоном достигаетс  лишь в том случае, если бетон имеет высокую марку. В противном случае из-за недостаточного сцеплени  с бетоном арматура проскальзывает.However, the required amount of adhesion to concrete is achieved only if the concrete has a high grade. Otherwise, the reinforcement slips due to insufficient adhesion to the concrete.

Цель изобретени  - повышение сцеплени  с бетоном и уменьшение концентрации напр жений в зоне вм тин.The purpose of the invention is to increase adhesion to concrete and to reduce the concentration of stresses in the area of cement.

Достигаетс  это тем, что по всей длине проволоки нанесены вм тины, которые расположены в чередующем пор дке во взаимно перпендикул рных плоскост х и выполнены цилиндрическим с глубиной 0,08-0,12 и радиусом 5-10 диаметра исходной проволоки.This is achieved by the fact that along the entire length of the wire, holes are placed, which are arranged in alternating order in mutually perpendicular planes and made cylindrical with a depth of 0.08-0.12 and a radius of 5-10 of the diameter of the original wire.

На чертеже изображена арматурна  проволока с двухсторонними вм тинами.The drawing shows reinforcement wire with double-sided joints.

Арматурна  проволока / имеет вм тины 2 цилиндрического очертани . Вм тины 2 нанесены с двух сторон по всей длине проволки / во взаимно перпендикул рных плоскост х. Радиус кривизны вм тин равен 5-10, а глубина 0,08-0,12 диаметра исходной проволоки.Armature wire / has a clamp 2 cylindrical outline. Tampers 2 are applied on both sides along the entire length of the wire / in mutually perpendicular planes. The radius of curvature of the pin is 5-10, and the depth is 0.08-0.12 of the diameter of the original wire.

Предмет изобретени Subject invention

Арматурна  проволока с двухсторонними вм тинами, отличающа с  тем, что, с целью повышени  ее сцеплени  с бетоном и уменьшени  концентрации напр жений, вм тины образованы по всей длине проволоки в чередующемс  пор дке во взаимно перпендикул рных плоскост х и выполнены цилиндрическими с глубиной 0,08-0,12 и радиусом 5-10 диаметра проволоки.Reinforced wire with double-sided holes, characterized in that, in order to increase its adhesion to concrete and reduce stress concentration, the holes are formed along the entire length of the wire in alternating order in mutually perpendicular planes and made cylindrical with a depth of 0, 08-0.12 and a radius of 5-10 wire diameter.

SU1450613A 1970-06-16 1970-06-16 Reinforcement Wire SU367222A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU1450613A SU367222A1 (en) 1970-06-16 1970-06-16 Reinforcement Wire

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU1450613A SU367222A1 (en) 1970-06-16 1970-06-16 Reinforcement Wire

Publications (1)

Publication Number Publication Date
SU367222A1 true SU367222A1 (en) 1973-01-23

Family

ID=20454230

Family Applications (1)

Application Number Title Priority Date Filing Date
SU1450613A SU367222A1 (en) 1970-06-16 1970-06-16 Reinforcement Wire

Country Status (1)

Country Link
SU (1) SU367222A1 (en)

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