SU1747656A2 - Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions - Google Patents

Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions Download PDF

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Publication number
SU1747656A2
SU1747656A2 SU904816693A SU4816693A SU1747656A2 SU 1747656 A2 SU1747656 A2 SU 1747656A2 SU 904816693 A SU904816693 A SU 904816693A SU 4816693 A SU4816693 A SU 4816693A SU 1747656 A2 SU1747656 A2 SU 1747656A2
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SU
USSR - Soviet Union
Prior art keywords
buildings
girdle
ropes
channels
structures
Prior art date
Application number
SU904816693A
Other languages
Russian (ru)
Inventor
Юрий Иванович Белоус
Original Assignee
Ю.И. Белоус
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Application filed by Ю.И. Белоус filed Critical Ю.И. Белоус
Priority to SU904816693A priority Critical patent/SU1747656A2/en
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Publication of SU1747656A2 publication Critical patent/SU1747656A2/en

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Abstract

Использование: при возведении зданий и сооружений в сложных горногеологических услови х, в частности просадочных грунтах, подрабатываемых территори х или в сейсмических районах. Сущность изобретени : сборно-монолитный предварительно напр женный железобетонный по с зданий и сооружений включает предварительно напр женные по сные бруски 1, вкладыши- втулки 3. 4, 5 соответственно дл  углового, р дового, Т-образного соединени  стен, наклонные каналы 8 и 9, в которые пропущены капроновые канаты 10 и 11, огибающие установленные по торцам каналов 8 и 9 упорные ролики 12, расположенные в зависимости от прогиба или выгиба здани  в двух противоположных уровн х, анкерные элементы 13, служащие закреплением концов канатов 10 и 11 с целью их нат жени  с помощью портативного домкратного устройства . 13 ил.Use: in the construction of buildings and structures in difficult geological conditions, in particular subsidence soils, undermined territories or in seismic areas. SUMMARY OF THE INVENTION: precast-monolithic prestressed reinforced concrete along with buildings and structures includes prestressed lateral bars 1, inserts 3, 4, 5, respectively, for angular, regular, T-shaped walls, inclined channels 8 and 9 in which nylon ropes 10 and 11 are skipped, envelopes the thrust rollers 12 installed along the ends of channels 8 and 9, depending on the deflection or bending of the building at two opposite levels, anchor elements 13, which serve to fix the ends of the ropes 10 and 11 to tension them with a portable jack device. 13 il.

Description

Л АL A

S-5S-5

- Ь- b

8eight

8eight

Фиг. 2FIG. 2

Фиг.ЗFig.Z

Фиг. ЧFIG. H

Фиг ГFIG G

ФмбFmb

1212

Фиг foFig fo

Фиг. 12FIG. 12

/4/four

фиг. 13FIG. 13

Claims (1)

Формула изобретенияClaim Сборно-монолитный предварительно напряженный железобетонный пояс зданий и сооружений, возводимых на просадочных грунтах, подрабатываемых территориях или в сейсмических районах по авт. св. № 1214893, о т л и ч а ю щ и й с я тем, что, с целью расширения технологических возможностей за счет создания противопрогибного усилия от действия внешней нагрузки, поясные бруски выполнены с наклонными каналами, в которых пропущены капроновые канаты, огибающие установленные по торцам каналов упорные ролики, расположенные в зависимости от прогиба или выгиба здания в двух противоположных уровнях, при этом концы канатов снабжены анкерными элементами.Precast precast reinforced concrete belt of buildings and structures erected on subsiding soils, undermined territories or in seismic areas by auth. St. No. 1214893, with the fact that, in order to expand technological capabilities by creating anti-bending efforts from the action of an external load, the waist bars are made with inclined channels in which kapron ropes passing around the the ends of the channels thrust rollers, located depending on the deflection or deflection of the building in two opposite levels, while the ends of the ropes are equipped with anchor elements. Фиг.2 Фиг.З ФигЛFig.2 Fig.Z FigL ФигбFigb
SU904816693A 1990-02-27 1990-02-27 Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions SU1747656A2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU904816693A SU1747656A2 (en) 1990-02-27 1990-02-27 Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU904816693A SU1747656A2 (en) 1990-02-27 1990-02-27 Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions

Related Parent Applications (1)

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SU1214893 Addition

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SU1747656A2 true SU1747656A2 (en) 1992-07-15

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SU904816693A SU1747656A2 (en) 1990-02-27 1990-02-27 Assembled monolithic prestressed ferroconcrete girdle for buildings and structures erected on sagging soil in worked areas or seismic regions

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2455440C1 (en) * 2011-01-12 2012-07-10 Автономная некоммерческая организация "Региональный альянс для анализа и уменьшения бедствий" Method to increase reliability and safety of buildings

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Авторское свидетельство СССР Г 723084. кл. Е 04 Н 9/02, 1976. Авторское свидетельство СССР № 1214893, кл. Е 04 Н 9/02, 1980. *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2455440C1 (en) * 2011-01-12 2012-07-10 Автономная некоммерческая организация "Региональный альянс для анализа и уменьшения бедствий" Method to increase reliability and safety of buildings

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