SU1609900A2 - Butt joint of girderless reinforced concrete floor capital with column - Google Patents

Butt joint of girderless reinforced concrete floor capital with column Download PDF

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Publication number
SU1609900A2
SU1609900A2 SU894643540A SU4643540A SU1609900A2 SU 1609900 A2 SU1609900 A2 SU 1609900A2 SU 894643540 A SU894643540 A SU 894643540A SU 4643540 A SU4643540 A SU 4643540A SU 1609900 A2 SU1609900 A2 SU 1609900A2
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SU
USSR - Soviet Union
Prior art keywords
butt joint
capital
capitals
column
reinforced concrete
Prior art date
Application number
SU894643540A
Other languages
Russian (ru)
Inventor
Борис Хаксуевич Дин
Original Assignee
Б.Х.Дин
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 Б.Х.Дин filed Critical Б.Х.Дин
Priority to SU894643540A priority Critical patent/SU1609900A2/en
Application granted granted Critical
Publication of SU1609900A2 publication Critical patent/SU1609900A2/en

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Abstract

Изобретение относитс  к строительству, может быть использовано в сопр жении опорных конструкций безбалочных перекрытий сейсмостойких и обычных зданий и сооружений различного назначени . Цель изобретени  - повышение надежности стыкового соединени , а так же сейсмостойкости. Стыковое соединение капители безбалочного железобетонного перекрыти  с колонной включает колонну 1 с опорными столиками 2 и закладными детал ми 3, капитель 4 с закладными детал ми 5 и расшир ющимс  к низу отверстием 6, арматурный каркас, помещенный в отверстие 6, выступающий из-под плоскости капители 4 в форме усеченной пирамиды и присоединенный к выпускам арматуры капители и колонны 1. При этом капитель выполнена с консол ми 10, установленными на опорные столики 2, и арматурными стержн ми 11, пересекающими отверстие 6 в перекрестных направлени х и присоединенными к торцам консолей 10. Дл  сейсмостойкого строительства стержни 11 выполнены непрерывными и размещены в верхней и нижней зоне капители, а дл  обычного строительства капитель выполнена с короткими консол ми 10 и стержн ми 11, размещенными в ее верхней зоне. 2 з.п.ф-лы, 5 ил.The invention relates to the construction, can be used in the mating of the supporting structures of flat girders of earthquake resistant and ordinary buildings and structures for various purposes. The purpose of the invention is to improve the reliability of the butt joint, as well as seismic resistance. The butt joint of the capitals of the beamless reinforced concrete ceiling with the column includes a column 1 with supporting tables 2 and embedded parts 3, a small capital 4 with embedded parts 5 and an opening 6 extending to the bottom, a reinforcement cage placed in an opening 6 protruding from under the plane of the caps 4 in the form of a truncated pyramid and attached to the outlets of the fittings capitals and pillars 1. In this case, the capitals are made with consoles 10 mounted on support tables 2 and reinforcing bars 11 crossing hole 6 in cross directions X and attached to the ends of the consoles 10. For earthquake-resistant construction, the rods 11 are made continuous and placed in the upper and lower zones of the capital, and for ordinary construction, the small capital is made with short brackets 10 and the rods 11 placed in its upper zone. 2 hp ff, 5 ill.

Description

Фие.1Phie.1

Фиг. 5FIG. five

Фиг.FIG.

Фиг.55

Claims (2)

Формула изобретенияClaim 1. Стыковое соединение капители безбалочного железобетонного перекрытия с колонной по авт.св. № 876907, отличающееся тем, что, с целью повышения надежности, капитель выполнена с установленными на опорные столики консолями и арматурными стержнями, пересекающими центральное отверстие в перекрестных направлениях, при этом арматурные стержни присоединены к торцам консолей.1. The butt joint of the capitals of the beam-free reinforced concrete floor with the column according to ed. No. 876907, characterized in that, in order to increase reliability, the capital is made with consoles and reinforcing rods installed on the support tables crossing the central hole in cross directions, while reinforcing rods are attached to the ends of the consoles. 2. Соединение по п.1, о т л и чающееся тем, что, с целью повышения сейсмостойкости, арматурные стержни выполнены непрерывными и размещены в верхней и нижней зонах капители.2. The compound according to claim 1, wherein the reinforcing bars are made continuous and placed in the upper and lower zones of the capital in order to increase seismic resistance. б .1609900b .1609900 ВидВViewB
SU894643540A 1989-01-30 1989-01-30 Butt joint of girderless reinforced concrete floor capital with column SU1609900A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU894643540A SU1609900A2 (en) 1989-01-30 1989-01-30 Butt joint of girderless reinforced concrete floor capital with column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU894643540A SU1609900A2 (en) 1989-01-30 1989-01-30 Butt joint of girderless reinforced concrete floor capital with column

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
SU876907 Addition

Publications (1)

Publication Number Publication Date
SU1609900A2 true SU1609900A2 (en) 1990-11-30

Family

ID=21425584

Family Applications (1)

Application Number Title Priority Date Filing Date
SU894643540A SU1609900A2 (en) 1989-01-30 1989-01-30 Butt joint of girderless reinforced concrete floor capital with column

Country Status (1)

Country Link
SU (1) SU1609900A2 (en)

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Авторское свидетельство СССР № 876907, кл. Е 04 3 1/38, 1976. I *

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