SU92040A1 - Coverage of promotions with crane rails - Google Patents
Coverage of promotions with crane railsInfo
- Publication number
- SU92040A1 SU92040A1 SU418512A SU418512A SU92040A1 SU 92040 A1 SU92040 A1 SU 92040A1 SU 418512 A SU418512 A SU 418512A SU 418512 A SU418512 A SU 418512A SU 92040 A1 SU92040 A1 SU 92040A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- crane
- coverage
- promotions
- crane rails
- vertical
- Prior art date
Links
- 239000002184 metal Substances 0.000 description 4
- 210000000614 Ribs Anatomy 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Description
Предлагаетс покрытие промзданий с крановыми пут ми несуща часть которого включает верхние части стен зданий в пределах габаритов мостового крана и консольные подкрановые конструкции, объединенные в общую пространственную конструкцию. Объединение несущего покрыти с металлическим фахверком и подкрановыми пут ми производитс с помощью металлических вертикальных раскосных ферм с консол ми ребер из уголков.Coverage of the prom-chen buildings with crane rails is offered, the carrying part of which includes the upper parts of the walls of buildings within the dimensions of the bridge crane and cantilever crane crane structures combined into a common spatial structure. The combination of the carrier coating with metal half-timbered frames and crane tracks is carried out with the help of metal vertical diagonal trusses with console edges from the corners.
На фиг. 1 изображена деталь вертикального разреза конструкции верхней части цеха, оборудованного мостовым краном в месте примыкани покрыти к вертикальному ограждению, в случае железобетонной конструкции; фиг. 2 - тоже при металлическом решетчатом фахверке .FIG. 1 shows a detail of a vertical section of the structure of the upper part of the workshop, equipped with a bridge crane at the site of adjoining the coating to the vertical fence, in the case of a reinforced concrete structure; FIG. 2 - also with metal lattice fakhverke.
В предлагаемой железобетонной конструкции перекрыти типа оболочки подкрановый путь / размещен на горизонтальной полке 2 ребра. При помощи вертикальной стенки 3 с ребрами нижн горизонтальна полка 2 соедин етс с плитой перекрыти 4, образу пространственную конструкцию. Стенка 3 делаетс утепленной. В качестве опор перекрыти предусматриваютс колонны или при кирпичных стенах, так называемые комплексные конструкции с железобетонным сердечником. Шаг колонн может быть прин т в 12-18 м.In the proposed reinforced concrete structure of the cladding type of shell, the crane runway / has 2 ribs on the horizontal shelf. By means of a vertical wall 3 with ribs, the lower horizontal shelf 2 is connected to the slab 4 to form a spatial structure. Wall 3 is insulated. Columns or with brick walls, so-called complex structures with a reinforced concrete core, are provided as supports for the overlap. Column spacing can be taken in 12-18 m.
В случае металлического фахверка предлагаема конструкци состоит из следующих элементов: подкрановой балки 5, св занной листом 6 и св з ми 7 с перемычкой 8; в вертикальной плоскости перемычка 8 и прогон 9 соедин ютс рещеткой, образу треугольную ферму 10; стойками фермы вл ютс ребра //, на которых закрепл ютс подкранова балкл 5 и прогоны 12. Прогоны 9 и 12 соединены между собой рещеткой и образуют треугольную ферму 13, распорками фермы служат по са ребер //. Таким образом, предлагаема система представIn the case of a metal half-timbered structure, the proposed construction consists of the following elements: a crane beam 5, connected by sheet 6 and links 7 to bridge 8; in the vertical plane, the web 8 and the purlin 9 are connected by a lattice, forming a triangular truss 10; the trusses of the truss are the ribs // on which the crane crane 5 and the purlins 12. are fixed. The purlins 9 and 12 are interconnected by a grille and form a triangular truss 13, the trusses of the truss are attached to the arch //. Thus, the proposed system represents
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU418289 Division |
Publications (1)
Publication Number | Publication Date |
---|---|
SU92040A1 true SU92040A1 (en) | 1951-09-30 |
Family
ID=
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