ES332435A1 - A method of filling with a bituminous composition an open cavity in the soil, which is total or partially full of aqueous liquid. (Machine-translation by Google Translate, not legally binding) - Google Patents
A method of filling with a bituminous composition an open cavity in the soil, which is total or partially full of aqueous liquid. (Machine-translation by Google Translate, not legally binding)Info
- Publication number
- ES332435A1 ES332435A1 ES0332435A ES332435A ES332435A1 ES 332435 A1 ES332435 A1 ES 332435A1 ES 0332435 A ES0332435 A ES 0332435A ES 332435 A ES332435 A ES 332435A ES 332435 A1 ES332435 A1 ES 332435A1
- Authority
- ES
- Spain
- Prior art keywords
- cavity
- tube
- bituminous composition
- composition
- translation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000007788 liquid Substances 0.000 title abstract 4
- 238000000034 method Methods 0.000 title abstract 2
- 239000002689 soil Substances 0.000 title 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/121—Devices for applying linings on banks or the water bottom
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Machines (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A method of filling with a bituminous composition an open cavity in the ground, which is totally or partially filled with aqueous liquid, which comprises introducing into said cavity a tube having at its lower end a nozzle provided with releasable closing means, placing said nozzle at the base of the cavity, pouring a liquid or semi-liquid homogeneous bituminous composition into the tube to the bottom thereof, and when the tube is filled with said bituminous composition, remove said closing means to thereby allow said composition flows from the tube to fill said cavity from the bottom upwards, supplying said bituminous composition to the tube until the cavity is full and removing the tube from the cavity when the cavity is filled with said composition, keeping the tube nozzle below the level top of the poured composition. (Machine-translation by Google Translate, not legally binding)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR39768A FR1464860A (en) | 1965-11-25 | 1965-11-25 | Method and device for continuously placing a bituminous mass under water or under a dense liquid for the constitution of tight diaphragms |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES332435A1 true ES332435A1 (en) | 1967-11-16 |
Family
ID=8593423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES0332435A Expired ES332435A1 (en) | 1965-11-25 | 1966-10-19 | A method of filling with a bituminous composition an open cavity in the soil, which is total or partially full of aqueous liquid. (Machine-translation by Google Translate, not legally binding) |
Country Status (5)
| Country | Link |
|---|---|
| AT (1) | AT278666B (en) |
| CH (1) | CH451833A (en) |
| ES (1) | ES332435A1 (en) |
| FR (1) | FR1464860A (en) |
| GB (1) | GB1112118A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5571538A (en) * | 1995-07-17 | 1996-11-05 | Cloud; Donald E. | Grout sealant applicator |
| CN110565590B (en) * | 2019-09-05 | 2024-08-27 | 浙江广川工程咨询有限公司 | Vertical water-stopping directional treatment device for silt foundation sluice and construction method thereof |
-
1965
- 1965-11-25 FR FR39768A patent/FR1464860A/en not_active Expired
-
1966
- 1966-10-19 ES ES0332435A patent/ES332435A1/en not_active Expired
- 1966-10-20 GB GB4703566A patent/GB1112118A/en not_active Expired
- 1966-10-21 AT AT982466A patent/AT278666B/en not_active IP Right Cessation
- 1966-11-11 CH CH1623066A patent/CH451833A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| FR1464860A (en) | 1967-01-06 |
| AT278666B (en) | 1970-02-10 |
| CH451833A (en) | 1968-05-15 |
| GB1112118A (en) | 1968-05-01 |
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