SU76611A1 - Retaining wall - Google Patents
Retaining wallInfo
- Publication number
- SU76611A1 SU76611A1 SU378957A SU378957A SU76611A1 SU 76611 A1 SU76611 A1 SU 76611A1 SU 378957 A SU378957 A SU 378957A SU 378957 A SU378957 A SU 378957A SU 76611 A1 SU76611 A1 SU 76611A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- retaining wall
- beams
- wall
- prism
- construction
- Prior art date
Links
Landscapes
- Retaining Walls (AREA)
Description
Предметом изобретени вл етс конструкци подпорной стенки, снабженной дл повышени ее устойчивости элементами, консольно выступающими в сторону насыпи.The subject of the invention is the construction of a retaining wall provided with elements that cantileverly project into the embankment to increase its stability.
На чертеже изображено предлагаемое устройство в перспективе.The drawing shows the proposed device in perspective.
В .конструкции подпорной стенки 2 на ее задней грани со стороны насыпи размещены железобетонные балки /, заранее изготовленные и в готовом виде заложенные в подпорную стенку при ее сооружении.In the construction of the retaining wall 2 on its rear face on the embankment side there are reinforced concrete beams / prefabricated and laid ready in the retaining wall during its construction.
Разгружающее вли ние консольных балок происходит за счет слелующих влений:The unloading effect of cantilever beams is due to the following effects:
1) консольные балки, запущенные в тело призмы обрушени , образуют в нем шпОНки, преп тствуюидие сползанию этой призмы и уменьшающие горизонтальное давление на подпорную стенку;1) cantilever beams, launched into the body of the prism of collapse, form in it pins, an obstacle to the sliding of this prism and reducing the horizontal pressure on the retaining wall;
2)вертикальное давление призмы на консольные балки образует удерживающий момент относительно нижнего ребра основани , увеличива устойчивость стенки на опрокидывание .2) the vertical pressure of the prism on the cantilever beams forms a holding moment relative to the lower edge of the base, increasing the resistance of the wall to tilting.
3)это же вертикальное давление на балки, передава сь на основание стенки, увеличивает устойчивость ее на скольжение.3) the same vertical pressure on the beams, transferring to the base of the wall, increases its resistance to sliding.
В результате всего этого работа стенки улучшаетс и объем кладки уменьшаетс .As a result of all this, the wall operation is improved and the laying volume is reduced.
Предмет изобретени Subject invention
Подпорна стенка, снабженна , с целью повышени ее устойчивости, консольно выступающими в сторону засыпки элементами, отличающа с тем, что консольные элементы выполнены в виде отдельных балок.The retaining wall is provided with, in order to increase its stability, cantileverly protruding elements towards the backfill, wherein the cantilever elements are made in the form of separate beams.
Подпорна стенка.Retaining wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU378957A SU76611A1 (en) | 1948-05-19 | 1948-05-19 | Retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU378957A SU76611A1 (en) | 1948-05-19 | 1948-05-19 | Retaining wall |
Publications (1)
Publication Number | Publication Date |
---|---|
SU76611A1 true SU76611A1 (en) | 1948-11-30 |
Family
ID=48251440
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU378957A SU76611A1 (en) | 1948-05-19 | 1948-05-19 | Retaining wall |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU76611A1 (en) |
-
1948
- 1948-05-19 SU SU378957A patent/SU76611A1/en active
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