SU815191A1 - Joint of ferroconcrete elements - Google Patents
Joint of ferroconcrete elements Download PDFInfo
- Publication number
- SU815191A1 SU815191A1 SU792770697A SU2770697A SU815191A1 SU 815191 A1 SU815191 A1 SU 815191A1 SU 792770697 A SU792770697 A SU 792770697A SU 2770697 A SU2770697 A SU 2770697A SU 815191 A1 SU815191 A1 SU 815191A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- reinforcement
- joint
- reinforced concrete
- bends
- row
- Prior art date
Links
- 230000002787 reinforcement Effects 0.000 claims description 12
- 239000011150 reinforced concrete Substances 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
(54) СТЫК ЖЕЛЕЗОБЕТОННЫХ ЭЛЕМЕНТОВ(54) JOINT OF CONCRETE ELEMENTS
1one
Изобретение относитс к строительству и может быть использовано в качестве стыков железобетонных элементов.The invention relates to the construction and can be used as joints of reinforced concrete elements.
Известен стык железобетонных элементов , включающий отверстие в торцах элементов и пропущенный в них соединительный болт 1 .The joint of reinforced concrete elements is known, which includes a hole in the ends of the elements and a connecting bolt 1 missed in them.
Недостатком этого стыка вл етс его невысока несуща способность.The disadvantage of this joint is its low carrying capacity.
Известен стык железобетонных эле.ментов , включающий торцы стыкуемых элементов и расположенную между ними соединительную арматуру 2.Known joint reinforced concrete elements, including the ends of the joined elements and located between the connecting fittings 2.
Недостатком данного стыка вл етс невысока надежность.The disadvantage of this joint is low reliability.
Наиболее близким к предлагаемому по технической сущности вл етс стык железобетонных элементов, включающий выпуски рабочей арматуры с анкерующими приспособлени ми на -них и бетон омоноличивани 3.The closest to the proposed technical essence is the junction of reinforced concrete elements, including the release of working reinforcement with anchoring devices on them and concrete grouting 3.
Недостатком данного стыка вл етс сложность его изготовлени .The disadvantage of this joint is the complexity of its manufacture.
Цель изобретени - упрощение стыка.The purpose of the invention is to simplify the joint.
Поставленна цель достигаетс тем, что стык железобетонных элементов, включающий выпуски рабочей арматуры с анкерующими приспособлени ми на них и бетон омоноличивани , снабжен ар.матурными сетками , установленными по бокам каждого р да арматурных выпусков, приче.м рабоча арматура сеток расположена по направлению выпусков и выполнена с петлевидными отгибами, а отгибы одного р да сеток размещены между отгибами другого р да.The goal is achieved by the fact that the joint of reinforced concrete elements, including the release of working reinforcement with anchoring devices on them and the concrete monolithing, is equipped with armature rebar installed on the sides of each row of reinforcement, and the working reinforcement of the nets is located in the direction of the outlets and made with looped limb, and limb one row of meshes placed between the limb of another row.
На чертеже представлен предлагаемый стык, общий вид.The drawing shows the proposed joint, a general view.
Стык включает выпуски 1 рабочей арматуры соедин емых железобетонных элементов 2, анкерующие приспособлени 3, арматурные сетки 4, рабоча арматура которых выполнена с петлевидными отгибами и бетон 5 омоноличивани .The joint includes releases 1 of working reinforcement of joining reinforced concrete elements 2, anchoring devices 3, reinforcing meshes 4, the working reinforcement of which is made with loop-like limb and concrete 5 of homonolation.
Нагрузки, воспринимаемые железобетонными элементами 2, переданы на выпуски I рабочей арматуры и от них через анкерующие приспособлени 3 на бетон 5 омоноличивани , который в свою очередь распредел ют нагрузки на арматурные сетки 4, обеспечивающие прочность стыка.The loads perceived by the reinforced concrete elements 2 are transferred to the outlets of the I working reinforcement and from them through anchoring devices 3 to the concrete 5 of monolithing, which in turn distributes the loads on the reinforcing mesh 4, which provides the strength of the joint.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792770697A SU815191A1 (en) | 1979-05-30 | 1979-05-30 | Joint of ferroconcrete elements |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU792770697A SU815191A1 (en) | 1979-05-30 | 1979-05-30 | Joint of ferroconcrete elements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU815191A1 true SU815191A1 (en) | 1981-03-23 |
Family
ID=20829634
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU792770697A SU815191A1 (en) | 1979-05-30 | 1979-05-30 | Joint of ferroconcrete elements |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU815191A1 (en) |
-
1979
- 1979-05-30 SU SU792770697A patent/SU815191A1/en active
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