SU622948A1 - Joint of metal framework members - Google Patents
Joint of metal framework membersInfo
- Publication number
- SU622948A1 SU622948A1 SU772465019A SU2465019A SU622948A1 SU 622948 A1 SU622948 A1 SU 622948A1 SU 772465019 A SU772465019 A SU 772465019A SU 2465019 A SU2465019 A SU 2465019A SU 622948 A1 SU622948 A1 SU 622948A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- joint
- metal framework
- framework members
- crossbar
- column
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
Преимущество выполнени предложенкого узла со скошенньюет пластинами 5 состоит в том, что приварка пластин встык, в одном уровне с по сами ригел создает непрерывность по са и,кроме того, наличие скосов в по сах и пластинах 5 создает возможность установить требуемый дл качественной сварки зазор путем поперечного перемещени пластин 5..Заварка стыковых швов между накладками и по сами ригел производитс иа подкладке (например , медной). Отсутствие резких из енений сечени по сов ригел 2 лик Ёндирует концентраторы напр жени в узле. Уширение по сов ригел 2 к колонне 1 увеличивает энергоемкость узла в целом при знакопеременных сейсмических нагрузках.The advantage of making the proposed assembly with beveled plates 5 is that the butt-welding of the plates, at the same level as the bolt, creates continuous cusp and, moreover, the presence of bevels in the fins and the plates 5 creates the possibility to set lateral movement of the plates 5.. The welding of butt joints between the plates and the bolt themselves are made on the lining (for example, copper). The absence of sharp sections of the cross section of the crossbar 2 face. Uniform voltage concentrators in the node. Broadening by the transom 2 to column 1 increases the energy intensity of the node as a whole under alternating seismic loads.
Внедрение предложенного узла при строительстве металлического сейсмостойкого каркаса позволит сэкономить до 10% металла «ai изготовление ригелей , упростить монтаж, повысить надежность сооружени при работе на сейсмические нагрузки.The implementation of the proposed site during the construction of a metal-based earthquake-resistant frame will save up to 10% of metal and bolt production, simplify installation, and increase the reliability of the structure when working on seismic loads.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772465019A SU622948A1 (en) | 1977-03-22 | 1977-03-22 | Joint of metal framework members |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772465019A SU622948A1 (en) | 1977-03-22 | 1977-03-22 | Joint of metal framework members |
Publications (1)
Publication Number | Publication Date |
---|---|
SU622948A1 true SU622948A1 (en) | 1978-09-05 |
Family
ID=20700472
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU772465019A SU622948A1 (en) | 1977-03-22 | 1977-03-22 | Joint of metal framework members |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU622948A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704682B (en) * | 2012-07-05 | 2014-09-24 | 中国海诚工程科技股份有限公司 | Rectification processing method of steel pipe column or steel pipe concrete column |
-
1977
- 1977-03-22 SU SU772465019A patent/SU622948A1/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704682B (en) * | 2012-07-05 | 2014-09-24 | 中国海诚工程科技股份有限公司 | Rectification processing method of steel pipe column or steel pipe concrete column |
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