SU981533A1 - Ferroconcrete panel - Google Patents
Ferroconcrete panel Download PDFInfo
- Publication number
- SU981533A1 SU981533A1 SU802947767A SU2947767A SU981533A1 SU 981533 A1 SU981533 A1 SU 981533A1 SU 802947767 A SU802947767 A SU 802947767A SU 2947767 A SU2947767 A SU 2947767A SU 981533 A1 SU981533 A1 SU 981533A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- panel
- concrete
- ferroconcrete
- anchoring
- reinforced concrete
- Prior art date
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- Panels For Use In Building Construction (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
1one
Изобретение относитс к строительству и может быть использовано на заводах сборного железобетона при анкеровке в бетоне издели монтажных петель.The invention relates to the construction and can be used in precast concrete plants during anchoring in the concrete product mounting loops.
Известна железобетонна панель, включающа арматурный каркас и петли замкнутого контура со скругленными углами и зс1моноличенные в тело бетона Си.A reinforced concrete panel is known, including a reinforcement cage and loops of a closed contour with rounded corners and all monolithic in the body of concrete C.
Недостатком данной, панели вл етс применение электросварки при изготовлении монтажной петли, поскольку в местах электросварки измен етс структура металла и по вл ютс пережоги, непровары и другие дефек- , ты, снижающие степень надежности аи- керовки.The disadvantage of this panel is the use of electric welding in the manufacture of the mounting loop, because at the places of electric welding the structure of the metal changes and there are burns, lack of penetration and other defects that reduce the reliability of aikovka.
Наиболее близкой по техническому ранению вл етс железобетонна панель , включающа арматурный каркас и монтажные петли с изогнутыми концами ветвей t 2 .The closest in technical injury is a reinforced concrete panel, including a reinforcement cage and mounting loops with curved ends of the branches t 2.
Недостатком данной панели вл ет7 с низка надежность анкеровки в бетоне.The disadvantage of this panel is the low reliability of anchoring in concrete.
Цель изобретени - повышение надежности анкеровки в бетоне.The purpose of the invention is to increase the reliability of anchoring in concrete.
Поставленна цель достигаетс тем, что в железобетонной панели.The goal is achieved by the fact that in a reinforced concrete panel.
включающей арматурный каркас и монтажные петли с изогнутыми концами ветвей, концы ветвей изогнуты по контуру кольца и пристыкованы внахлест к вертиксшьным част м ветви.including reinforcing cage and mounting loops with curved ends of the branches, the ends of the branches are bent along the contour of the ring and docked overlapped to the vertical parts of the branch.
На фиг.1 изображена железобетонна панель ; на фиг.2 - разрез А-А на .Figure 1 shows a reinforced concrete panel; figure 2 - section aa on.
Железобетонна панель включает Reinforced concrete panel includes
10 арматурньт каркас 1, монтажные петли 2, замоноличенные в тело бетона. Кажда ветвь монтажной петли в нижней части изогнута по контуру кольца 3 и внахлест своим концом 4 пристыкована на вертикальную часть ветг10 reinforcement frame 1, mounting loops 2, embedded in the concrete body. Each branch of the mounting loop in the lower part is curved along the contour of the ring 3 and with its end overlapped 4 is docked onto the vertical part of the branch.
1515
ви.in and.
Анкеровка данной;петли обеспечиваетс сопротивлением выкгшывани охватываемого его бетона, величина заделки петли может быть значитель20 но уменьшена.Anchoring this; the loop is provided by the resistance to wringing out the concrete covered by it, the size of the embedment of the loop can be significantly20 but reduced.
Применение предлагаемой конструкции железобетонной панели позвол ет повысить надежность анкеровки в бетоне и степень безопасности монтгик25 ных и погрузочно-разгрузочных работ.The use of the proposed construction of a reinforced concrete panel makes it possible to increase the reliability of anchoring in concrete and the degree of safety of montric and loading and unloading operations.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU802947767A SU981533A1 (en) | 1980-06-27 | 1980-06-27 | Ferroconcrete panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU802947767A SU981533A1 (en) | 1980-06-27 | 1980-06-27 | Ferroconcrete panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU981533A1 true SU981533A1 (en) | 1982-12-15 |
Family
ID=20904904
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU802947767A SU981533A1 (en) | 1980-06-27 | 1980-06-27 | Ferroconcrete panel |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU981533A1 (en) |
-
1980
- 1980-06-27 SU SU802947767A patent/SU981533A1/en active
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