GB667988A - An improved constructional and lining device for use in trenching - Google Patents
An improved constructional and lining device for use in trenchingInfo
- Publication number
- GB667988A GB667988A GB1236/50A GB123650A GB667988A GB 667988 A GB667988 A GB 667988A GB 1236/50 A GB1236/50 A GB 1236/50A GB 123650 A GB123650 A GB 123650A GB 667988 A GB667988 A GB 667988A
- Authority
- GB
- United Kingdom
- Prior art keywords
- apertures
- liner
- liners
- box
- trenching
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
- E03F2003/065—Refurbishing of sewer pipes, e.g. by coating, lining
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
667,988. Box liners for trenches. STENGEL, E., and KLOTZ, G. Jan. 17, 1950. [Jan, 24. 1949] No. 1236/50. Class 85. A box liner 13 for use in trenching comprises a box-like structure 2 of rectangular crosssection in which apertures 4 are provided at the lower ends of two opposite sides thereof, closure means being provided for the apertures. The liner sides are double-walled and reinforced, the lower ends 3 of the wall being tapered off to form a cutting edge whilst at the upper end, for receiving a load to assist in the sinking of the liner into the ground, are containers 5, 7 which can discharge the load into the liner at the completion of the operation. In use, a number of these liners I, II and III are sunk, the apertures 4 being in alignment along the intended line of the trench, and that part of the earth 10 between the successive liners in line with the apertures is removed so that a pipe or cable duct 9 can be laid in the tunnel so formed.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE667988X | 1949-01-24 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB667988A true GB667988A (en) | 1952-03-12 |
Family
ID=6589966
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB1236/50A Expired GB667988A (en) | 1949-01-24 | 1950-01-17 | An improved constructional and lining device for use in trenching |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB667988A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3668874A (en) * | 1970-06-30 | 1972-06-13 | Josef Krings | Shoring apparatus |
US3969904A (en) * | 1974-02-11 | 1976-07-20 | Hudswell Morrice Ltd. | Method of laying a pipeline in a trench |
WO1994024375A1 (en) * | 1993-04-22 | 1994-10-27 | Preussag Anlagenbau Gmbh | Process for carrying out civil engineering works |
-
1950
- 1950-01-17 GB GB1236/50A patent/GB667988A/en not_active Expired
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3668874A (en) * | 1970-06-30 | 1972-06-13 | Josef Krings | Shoring apparatus |
US3969904A (en) * | 1974-02-11 | 1976-07-20 | Hudswell Morrice Ltd. | Method of laying a pipeline in a trench |
WO1994024375A1 (en) * | 1993-04-22 | 1994-10-27 | Preussag Anlagenbau Gmbh | Process for carrying out civil engineering works |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB667988A (en) | An improved constructional and lining device for use in trenching | |
CN106049502B (en) | A kind of underground utilities exploration drilling cutting method | |
GB526235A (en) | Improvements in or relating to protective or warning tiles applicable for covering underground cables and the like | |
US2777294A (en) | Method of laying pipe | |
GB589144A (en) | An escape way for mines and similar underground workings | |
GB956046A (en) | Improvements in sub-soil drains | |
GB1156029A (en) | Methods of Protecting Foundations of a Structure. | |
GB675616A (en) | Improved drain pipe | |
SU1404737A1 (en) | Method of laying underground pipe-line | |
JPS5631917A (en) | Laying method for drain pipe in culvert | |
GB539371A (en) | Improvements in and relating to containers such as silos and the like | |
GB1252321A (en) | ||
FR792799A (en) | Machine for laying electric cables underground with excavator, cable installer, excavation screening, backfilling and rolling | |
GB926225A (en) | Continuous concrete pipe laying machine | |
US2129336A (en) | Caisson | |
GB1077902A (en) | Process for the excavation of trenches and mechanism allowing it to be carried out | |
GB644258A (en) | Method and equipment for the making of piles of concrete in situ | |
GB493806A (en) | Improvements in or relating to the construction of underground walls in concrete or other similar materials | |
GB1413638A (en) | Method of constructing a tank in the ground | |
GB583182A (en) | Improvements in and relating to pipe laying apparatus for land drainage and like purposes | |
GB833131A (en) | Method of and apparatus for laying underwater tubeway segments and the like | |
GB959660A (en) | Method of producing a concrete pile wall, pile walls produced by said method, and a piling tube adapted to be used in said method | |
FR2346500A1 (en) | Moulded channel unit for lining drainage ditches - is of trapezoidal channel section and receives inverted unit to form closed conduit | |
JPS6417994A (en) | Method of executing underground structure | |
GB303685A (en) | An improved method of enabling a retaining wall or dam to be constructed in waterbearing or waterlogged soil |