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RU2000114004A - REINFORCED CONCRETE BUILDING ELEMENT - Google Patents

REINFORCED CONCRETE BUILDING ELEMENT

Info

Publication number
RU2000114004A
RU2000114004A RU2000114004/03A RU2000114004A RU2000114004A RU 2000114004 A RU2000114004 A RU 2000114004A RU 2000114004/03 A RU2000114004/03 A RU 2000114004/03A RU 2000114004 A RU2000114004 A RU 2000114004A RU 2000114004 A RU2000114004 A RU 2000114004A
Authority
RU
Russia
Prior art keywords
reinforced concrete
building element
concrete building
crossbar
reinforcement
Prior art date
Application number
RU2000114004/03A
Other languages
Russian (ru)
Other versions
RU2188916C2 (en
Inventor
Владимир Викторович Зернов
Сергей Федорович Подшивалов
Original Assignee
Пензенская государственная архитектурно-строительная академия
Filing date
Publication date
Application filed by Пензенская государственная архитектурно-строительная академия filed Critical Пензенская государственная архитектурно-строительная академия
Priority to RU2000114004A priority Critical patent/RU2188916C2/en
Priority claimed from RU2000114004A external-priority patent/RU2188916C2/en
Publication of RU2000114004A publication Critical patent/RU2000114004A/en
Application granted granted Critical
Publication of RU2188916C2 publication Critical patent/RU2188916C2/en

Links

Claims (1)

Железобетонный ригель, включающий бетонное тело, продольную стержневую рабочую и поперечную стержневую арматуру и соединительные стержни, отличающийся тем, что в каждом приопорном участке расположена гнутая листовая перфорированная арматура замкнутого поперечного сечения длиной l от h до 2h, где h - высота ригеля в приопорной зоне, с листовой перфорированной вставкой, расположенной по диагонали вдоль траектории главного растягивающего напряжения.Reinforced concrete crossbar, including a concrete body, longitudinal rod working and transverse rod reinforcement and connecting rods, characterized in that in each support section there is a bent sheet perforated reinforcement of closed cross section with a length of l from h to 2h, where h is the height of the crossbar in the support zone, with a perforated sheet insert located diagonally along the path of the main tensile stress.
RU2000114004A 2000-06-02 2000-06-02 Reinforced concrete structural unit RU2188916C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2000114004A RU2188916C2 (en) 2000-06-02 2000-06-02 Reinforced concrete structural unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2000114004A RU2188916C2 (en) 2000-06-02 2000-06-02 Reinforced concrete structural unit

Publications (2)

Publication Number Publication Date
RU2000114004A true RU2000114004A (en) 2002-04-10
RU2188916C2 RU2188916C2 (en) 2002-09-10

Family

ID=20235657

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2000114004A RU2188916C2 (en) 2000-06-02 2000-06-02 Reinforced concrete structural unit

Country Status (1)

Country Link
RU (1) RU2188916C2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541495B (en) * 2013-09-22 2015-12-02 沈阳建筑大学 Connecting box assembly concrete beam
RU181315U9 (en) * 2018-05-22 2018-08-01 Светлана Леонидовна Паршина REINFORCED CONCRETE BEAM
RU182930U1 (en) * 2018-07-16 2018-09-06 Владимир Васильевич Галайко COMPOSITE CONCRETE BEAM

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1779726A1 (en) * 1991-01-23 1992-12-07 Tsni P Ex I Promy Zdanij Reinforced-concrete collar beam
SE501392C2 (en) * 1991-09-12 1995-02-06 Straengbetong Ab Beam

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