SU1682447A1 - Shore-strengthening retaining wall - Google Patents
Shore-strengthening retaining wall Download PDFInfo
- Publication number
- SU1682447A1 SU1682447A1 SU894686200A SU4686200A SU1682447A1 SU 1682447 A1 SU1682447 A1 SU 1682447A1 SU 894686200 A SU894686200 A SU 894686200A SU 4686200 A SU4686200 A SU 4686200A SU 1682447 A1 SU1682447 A1 SU 1682447A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- piles
- toroidal
- blocks
- equal
- wall
- Prior art date
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Изобретение относитс к строительству гидротехнических и транспортных сооружений Цель изобретени - повышение надежности работы подпорной стены за счет предотвращени смещени тороидальных блоков в горизонтальной плоскости и снижение трудозатрат на ее изготовление. Бе- регоукрепительна подпорна стена состоит из свай 1, расположенных на одинаковом рассто нии, равном диаметру тороидальных блоков 2.нанизанных на них. Сваи 1 выполнены из стержней равнополочного углового профил и расположены так. чтобы ребра стержней были направлены в сторону фронта подпорной стены, а биссектриса угла сечени стержней была перпендикул рна продольной линии стены. Каждый тороидальный блок имеет по бокам, через 180°, два косых надреза 3 под углом 45°, длина которых равна ширине полки сваи. Причем количество свай на единицу превышает количество вертикальных стопок тороидальных блоков. 2 ил.The invention relates to the construction of hydraulic and transport facilities. The purpose of the invention is to increase the reliability of the retaining wall by preventing the toroidal blocks from displacing in a horizontal plane and reducing labor costs for its manufacture. Reinforcement retaining wall consists of piles 1, located at the same distance, equal to the diameter of the toroidal blocks 2. mounted on them. Piles 1 are made of rods of equal angular profile and are located as follows. so that the edges of the rods are directed towards the front of the retaining wall, and the bisector of the angle of the rods is perpendicular to the longitudinal line of the wall. Each toroidal block has sides, through 180 °, two oblique cuts 3 at an angle of 45 °, the length of which is equal to the width of the pile flange. Moreover, the number of piles per unit exceeds the number of vertical stacks of toroidal blocks. 2 Il.
Description
Фиг.11
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU894686200A SU1682447A1 (en) | 1989-04-10 | 1989-04-10 | Shore-strengthening retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU894686200A SU1682447A1 (en) | 1989-04-10 | 1989-04-10 | Shore-strengthening retaining wall |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1682447A1 true SU1682447A1 (en) | 1991-10-07 |
Family
ID=21445190
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU894686200A SU1682447A1 (en) | 1989-04-10 | 1989-04-10 | Shore-strengthening retaining wall |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1682447A1 (en) |
-
1989
- 1989-04-10 SU SU894686200A patent/SU1682447A1/en active
Non-Patent Citations (1)
Title |
---|
Авторское свидетельство СССР №397721, кл. Е02 В 3/04, 1971. Авторское свидетельство СССР № 829762,кл. Е 02 В 3/04, 1978. * |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA1316366C (en) | Self-supporting interconnectable formwork elements for the casting of especially wall constructions and a method for the use of said formwork elements | |
US5403127A (en) | Retaining wall structure | |
US5360296A (en) | Earth retaining wall | |
US5226267A (en) | Acoustical diffusing and absorbing cinder blocks | |
SU1682447A1 (en) | Shore-strengthening retaining wall | |
US2388624A (en) | Cantilever retaining wall structure and method of making the same | |
US3407609A (en) | Tunnelling method and apparatus | |
EP0136124B1 (en) | Improvements in and/or relating to cribwalling | |
SU1682444A1 (en) | Shore-strengthening retaining wall | |
SU1682448A1 (en) | Shore-strengthening retaining wall | |
SU1682450A1 (en) | Shore-strengthening retaining wall | |
SU1682446A1 (en) | Shore-strengthening retaining wall | |
SU1682445A1 (en) | Shore-strengthening retaining wall | |
GB1580885A (en) | Noise barrier fencing | |
KR100456219B1 (en) | A coupling device of assembly block for Wall systems | |
JPS6421162A (en) | Tile block wall body and constructing method thereof | |
KR200245413Y1 (en) | A coupling device of assembly block for Wall systems | |
ES276081U (en) | Prefabricated compound units for the erection of modular walls | |
SU1682449A1 (en) | Shore-strengthening retaining wall | |
JPH059930A (en) | Self-erecting type landslide protection wall construction | |
AU743289B2 (en) | Building block | |
SU840386A1 (en) | Power roof support unit | |
RU1770527C (en) | Pile | |
JPS56156304A (en) | Construction of revetment with composite structure consisting of steel sheet pile and concrete | |
SU1668532A1 (en) | Mudflow control structure |