SU891841A1 - Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures - Google Patents
Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures Download PDFInfo
- Publication number
- SU891841A1 SU891841A1 SU802954475A SU2954475A SU891841A1 SU 891841 A1 SU891841 A1 SU 891841A1 SU 802954475 A SU802954475 A SU 802954475A SU 2954475 A SU2954475 A SU 2954475A SU 891841 A1 SU891841 A1 SU 891841A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- section
- guides
- movable section
- soil
- platform
- Prior art date
Links
Landscapes
- Cleaning By Liquid Or Steam (AREA)
Description
1one
Изобретение относитс к гидротехническому строительству, к устройствам дл подготовки подводных оснований под установку гидротехнических сооружений.The invention relates to hydraulic construction, to devices for the preparation of underwater bases for the installation of hydraulic structures.
Известно устройство дл подводных гидротехнических работ, в частности дл бетонировани , включающее щмтовую опалубку блока, вертикально перемещающуюс трубу дл укладки бетона и горизонтальный экран с вибраторами l .A device for underwater hydraulic works, in particular for concreting, is known, including a block formwork, a vertically moving pipe for laying concrete and a horizontal screen with vibrators l.
Однако устройство имеет недостаточную точность в проведении работ.However, the device has insufficient accuracy in the work.
Известно также устройство дл намыва и планировки подводных оснований под гидротехнические сооружени , состо щее из плавающего корпусаj с шарнирно закрепленной на ней рамой, трубами дл намыва грунта и соп лом 2 .It is also known a device for the reclamation and lay-out of underwater bases for hydraulic structures, consisting of a floating body with a frame hinged on it, pipes for washing the soil, and a nozzle 2.
Недостатком его вл етс то, что оно предназначено только дл конкретных , конструкций, предварительно уста2The disadvantage of it is that it is intended only for specific structures, pre-installed
новленных под водой, например тоннельных секций ширина которых сравиите11ь ю небольша . Это устройство не годитс дл крупных сооружений больиюй площади, дл которых требуетс основание предварительно спланированное с высокой точностью.Under water, for example, tunnel sections, the width of which is comparatively small. This device is not suitable for large structures of large area, for which a base previously planned with high precision is required.
Цель изобретени - повышение эффективности работы устройства.The purpose of the invention is to increase the efficiency of the device.
toto
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU802954475A SU891841A1 (en) | 1980-07-03 | 1980-07-03 | Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU802954475A SU891841A1 (en) | 1980-07-03 | 1980-07-03 | Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures |
Publications (1)
Publication Number | Publication Date |
---|---|
SU891841A1 true SU891841A1 (en) | 1981-12-23 |
Family
ID=20907518
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU802954475A SU891841A1 (en) | 1980-07-03 | 1980-07-03 | Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU891841A1 (en) |
-
1980
- 1980-07-03 SU SU802954475A patent/SU891841A1/en active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6139225A (en) | Method for building an underground continuous wall | |
CN111350510B (en) | Micro-step one-time blasting construction method for medium-section karst tunnel | |
SU891841A1 (en) | Arrangement for hydraulic filling and planing underwater foundations of hydraulic engineering structures | |
CN109610406B (en) | Inland river treatment process | |
SU885446A1 (en) | Method of constructing pile foundation on sagging soil | |
Measor et al. | FEATURES IN THE DESIGN AND CONSTRUCTION OF THE SHELL CENTRE, LONDON. | |
SU992658A1 (en) | Apparatus for constructing bridge pier foundation | |
SU727766A1 (en) | Retaining wall and method of erecting same | |
US1310462A (en) | Reinforced concrete construction and method of constructing the same | |
US1696421A (en) | Method of and apparatus for supporting the side walls of excavations | |
RU96108488A (en) | METHOD FOR DEVELOPING THE COAL FORMATION ENVIRONMENT IN THE EXTRAORDINARY ZONES OF THE CAREER | |
SU850817A1 (en) | Method of reinforcing the foundations of structures | |
SU1559049A1 (en) | Method of making foundation pit | |
Linney | A review of the geotechnical aspects of the construction of the first phase of the Mass Transit Railway, Hong Kong | |
US2282027A (en) | Method of casting cement | |
US764797A (en) | Tunnel or like construction. | |
RU2228995C2 (en) | Cellular barrage | |
Swiger et al. | Major power station foundation in broken limestone | |
SU907173A1 (en) | Device for placing explosives | |
SU1133331A1 (en) | Method of constructing earth-fill dam with film diaphragm | |
SU899950A1 (en) | Method of forming internal dumps | |
SU1687737A1 (en) | Method for building shallow tunnels | |
HU183619B (en) | Method for making kerf wall as well as prefabricated sidewall member for carrying out the method | |
SU1300084A1 (en) | Method of constructing a dam of locally available materials | |
SU51519A1 (en) | Method for developing trenches under water |