SU903497A1 - Method of constructing a pivotal joint of ferroconcrete structures - Google Patents
Method of constructing a pivotal joint of ferroconcrete structures Download PDFInfo
- Publication number
- SU903497A1 SU903497A1 SU802928674A SU2928674A SU903497A1 SU 903497 A1 SU903497 A1 SU 903497A1 SU 802928674 A SU802928674 A SU 802928674A SU 2928674 A SU2928674 A SU 2928674A SU 903497 A1 SU903497 A1 SU 903497A1
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- SU
- USSR - Soviet Union
- Prior art keywords
- column
- joint
- installation
- centering
- concreting
- Prior art date
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- Joining Of Building Structures In Genera (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
(54) СПОСОБ УСТРОЙСТВА ШАРНИРНОГО СТЫКА ЖЕЛЕЗОБЕТОННЫХ КОНСТРУКЦИЙ(54) METHOD OF DEVICE OF JOINT CONNECTION OF REINFORCED CONCRETE STRUCTURES
Изобретение относитс к строительству, а именно к способу устройства шарнирного стыка в железобетонной колонне.The invention relates to the construction, in particular to a method for arranging a hinge joint in a reinforced concrete column.
Известен способ выполнени стыкового соединени элементов сборных железобетонных колонн, имеюш,их арматурные выпуски , установку верхнего элемента на центрирующую прокладку, размешенную на нижнем элементе, сварку арматурных выпусков, удаление центрируюш,ей прокладки после сварки выпусков, омоноличивание и зачеканку зазора между торцами стыкуемых элементов 1.The known method of butt joining elements of precast reinforced concrete columns, having, their reinforcement outlets, installing the upper element on the centering gasket placed on the lower element, welding the reinforcement outlets, removing the centering, her gasket after welding the outlets, monolithing and caulking the gap between the ends of the joint elements 1 .
Недостатками этого способа вл ютс создание жесткого узла и необходимость установки временных св зей, кондукторов и других приспособлений на врем монтажа колонн.The disadvantages of this method are the creation of a rigid assembly and the need to install temporary connections, conductors, and other devices during the installation of the columns.
Наиболее близким к предлагаемому по технической сущности вл етс способ устройства шарнирного стыка железобетонных , конструкций, преимущественно сборных колонн, включающий бетонирование элементов колонны, установку ее в проектное положение с одновременной укладкойThe closest to the proposed technical essence is a method of arranging a hinged joint of reinforced concrete structures, mainly prefabricated columns, including concreting the elements of the column, placing it in the design position with simultaneous laying
в стыке эластичной прокладки с центрирующим штырем 2.at the junction of the elastic pads with the centering pin 2.
Недостатком такого решени вл етс то, что дл обеспечени устойчивости каркаса в процессе строительства требуетс установка расчалок, инвентарных кондукторов или других приспособлений, что усложн ет монтаж и удлин ет сроки строительства .The disadvantage of this solution is that to ensure the stability of the frame during the construction process, installation of braces, inventory conductors or other devices is required, which complicates installation and lengthens construction time.
Цель изобретени - снижение трудоемкости монтажа колонн и сокращение сроков строительства.The purpose of the invention is to reduce the complexity of installation of columns and reduce construction time.
Эта цель достигаетс тем, что согласно способу устройства шарнирного стыка железобетонных конструкций, преимущественноThis goal is achieved by the fact that, according to the method of arrangement of the hinge joint of reinforced concrete structures, mainly
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU802928674A SU903497A1 (en) | 1980-05-21 | 1980-05-21 | Method of constructing a pivotal joint of ferroconcrete structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU802928674A SU903497A1 (en) | 1980-05-21 | 1980-05-21 | Method of constructing a pivotal joint of ferroconcrete structures |
Publications (1)
Publication Number | Publication Date |
---|---|
SU903497A1 true SU903497A1 (en) | 1982-02-07 |
Family
ID=20897353
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU802928674A SU903497A1 (en) | 1980-05-21 | 1980-05-21 | Method of constructing a pivotal joint of ferroconcrete structures |
Country Status (1)
Country | Link |
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SU (1) | SU903497A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110924426A (en) * | 2019-11-13 | 2020-03-27 | 中国矿业大学 | Bottom-expanding cup-mouth type connecting structure and method for reinforced concrete column and foundation |
-
1980
- 1980-05-21 SU SU802928674A patent/SU903497A1/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110924426A (en) * | 2019-11-13 | 2020-03-27 | 中国矿业大学 | Bottom-expanding cup-mouth type connecting structure and method for reinforced concrete column and foundation |
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