SU41921A1 - Channel construction method - Google Patents
Channel construction methodInfo
- Publication number
- SU41921A1 SU41921A1 SU147469A SU147469A SU41921A1 SU 41921 A1 SU41921 A1 SU 41921A1 SU 147469 A SU147469 A SU 147469A SU 147469 A SU147469 A SU 147469A SU 41921 A1 SU41921 A1 SU 41921A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- channel
- tunnel
- construction method
- pipe
- channel construction
- Prior art date
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
Предлагаемый способ сооружени канала заключаетс в том, что под предполагающимс руслом канала в грунте прокладывают трубу-штольню с необходимым уклоном и сообщают ее с разрабатываемым руслом канала при помощи вертикальных шахт, через которые спускают вырабатываемый грунт в трубу-штольню дл транспортировани его водой в реку, балку, овраг и т. п.The proposed method of constructing a canal is that under the supposed channel of the canal in the ground a tunnel-tunnel is laid with a necessary incline and communicated with the channel of the channel being developed by means of vertical shafts through which the produced tunnel is drained into the tunnel-pipe by water to the river, beam, ravine, etc.
На чертеже фиг. 1 изображает поперечный разрез вдоль оси канала и трубы-штольни; фиг. 2-поперечный разрез канала и,трубы-штольни.In FIG. 1 depicts a cross-section along the axis of the channel and the pipe-gallery; FIG. 2-cross-section of the channel and the pipe-gallery.
Предложенный способ относитс к сооружению каналов большого сечени , главным образом, судоходных каналов, предназначенных соедин ть две реки, уровни воды в которых имеют различные отметки (высоты) в местах присоединени канала. По этому способу под предполагающимс руслом канала 1, предназначенным соедин ть реки 2 и 5, следует проложить штольню 3 с таким уклоном чтобы через нее можно былоThe proposed method relates to the construction of canals of a large cross section, mainly navigable canals, intended to connect two rivers, the water levels of which have different marks (heights) at the canal joints. According to this method, under the supposed channel of channel 1, intended to connect rivers 2 and 5, tunnel 3 should be laid with such a slope that
транспортировать грунт текущей водой. В штольне укладываетс труба, например , дерев нна , котора сообщаетс с разрабатываемым руслом канала при помощи вертикальных шахт 4, которые прорабатываютс на некотором рассто нии друг от друга. Через эти шахты спускаетс в трубу вырабатываемый грунт и транспортируетс пропускаемой через нее водой в реку, овраг, балку и т. п. Русло-канал может разрабатыватьс гидромониторами и размытый грунт может спускатьс в трубу 3 при помощи лотков.to transport soil with flowing water. In the tunnel, a pipe is laid, for example a wooden pipe, which communicates with the channel of the channel under development by means of vertical shafts 4, which are worked at a certain distance from each other. Through these mines, the soil produced is lowered into the pipe and transported by the water flowing through it into the river, ravine, gully, etc. The channel channel can be developed by hydromonitors and the diffuse soil can be lowered into the pipe 3 using trays.
Предмет изобретени .The subject matter of the invention.
Способ сооружени канала, отличающийс тем, что под предполагающимс руслом канала в грунте прокладывают трубу-штольню с необходимым уклоном и сообщают ее с разрабатываемым руслом канала при помощи вертикальных шахт, через которые спускают вырабатываемый грунт в трубу-штольню дл транспортировани его водой в реку, балку, овраг и т. п.A channel construction method, characterized in that under a supposed channel of the channel in the ground a tunnel-tunnel is laid with the necessary inclination and communicated with the channel of the channel being developed by means of vertical shafts, through which the developed soil is lowered into the tunnel-tunnel for transporting it to the river by water. , ravine, etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU147469A SU41921A1 (en) | 1934-05-22 | 1934-05-22 | Channel construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU147469A SU41921A1 (en) | 1934-05-22 | 1934-05-22 | Channel construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU41921A1 true SU41921A1 (en) | 1935-02-28 |
Family
ID=48356692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU147469A SU41921A1 (en) | 1934-05-22 | 1934-05-22 | Channel construction method |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU41921A1 (en) |
-
1934
- 1934-05-22 SU SU147469A patent/SU41921A1/en active
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