ES8405880A1 - Method of executing underground engineering work - Google Patents
Method of executing underground engineering workInfo
- Publication number
- ES8405880A1 ES8405880A1 ES525369A ES525369A ES8405880A1 ES 8405880 A1 ES8405880 A1 ES 8405880A1 ES 525369 A ES525369 A ES 525369A ES 525369 A ES525369 A ES 525369A ES 8405880 A1 ES8405880 A1 ES 8405880A1
- Authority
- ES
- Spain
- Prior art keywords
- construction
- engineering work
- underground engineering
- lateral walls
- obliquely
- 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
- 238000010276 construction Methods 0.000 abstract 3
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
Abstract
On either side of the construction to be produced, the elements which will constitute, partially or completely, the lateral walls of the construction are buried obliquely by sinking or hammering for example, or alternatively two lateral holes are obliquely hollowed out in order subsequently to produce therein the oblique lateral walls of the construction so that at the upper end these two lateral walls are only a small distance apart. Application to the production of relatively small-sized narrowings.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE894336 | 1982-09-08 |
Publications (2)
Publication Number | Publication Date |
---|---|
ES8405880A1 true ES8405880A1 (en) | 1984-07-01 |
ES525369A0 ES525369A0 (en) | 1984-07-01 |
Family
ID=3862016
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES525369A Granted ES525369A0 (en) | 1982-09-08 | 1983-09-05 | PROCEDURE FOR THE EXECUTION OF AN UNDERGROUND WORK |
Country Status (4)
Country | Link |
---|---|
JP (1) | JPS5968498A (en) |
ES (1) | ES525369A0 (en) |
FR (1) | FR2532684A1 (en) |
IT (1) | IT1215635B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0718310B2 (en) * | 1989-09-11 | 1995-03-01 | 株式会社技研製作所 | Vertical shaft |
JP2008092972A (en) * | 2006-10-06 | 2008-04-24 | Toto Ltd | Portable toilet |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1634446A1 (en) * | 1966-11-08 | 1970-08-13 | Lorenz Dr Ing Hans | Process for the production of all types of basic structures made of concrete or reinforced concrete |
FR1526060A (en) * | 1967-03-21 | 1968-05-24 | Tunnel body for an underground railway and its construction method | |
AT314586B (en) * | 1969-04-01 | 1974-04-10 | Mayreder Kraus & Co Ing | Method of building a tunnel body |
-
1983
- 1983-08-30 FR FR8313905A patent/FR2532684A1/en active Pending
- 1983-08-31 IT IT8322706A patent/IT1215635B/en active
- 1983-09-05 ES ES525369A patent/ES525369A0/en active Granted
- 1983-09-07 JP JP58163405A patent/JPS5968498A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
IT8322706A0 (en) | 1983-08-31 |
FR2532684A1 (en) | 1984-03-09 |
IT1215635B (en) | 1990-02-22 |
JPS5968498A (en) | 1984-04-18 |
ES525369A0 (en) | 1984-07-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB2375728B (en) | Surface modification | |
TW334494B (en) | Shield tunnel boring machine | |
GB1444068A (en) | Method of blasting and reinforcing rock cavities | |
EP0058061A3 (en) | Tools for underground formations | |
CA1271412C (en) | Enhanced oil recovery process utilizing in situ steam generation | |
IT8321330A0 (en) | ULTRA-LOW PHOSPHORUS. CONTENT STEEL PRODUCTION | |
ES8405880A1 (en) | Method of executing underground engineering work | |
DK1224077T3 (en) | press Tools | |
ATE5274T1 (en) | PUNCHING HAMMER DRILLING JIG FOR ROCK, SOIL ETC. | |
JPS57146834A (en) | Cut-beam jack-up work | |
ZA975537B (en) | Method for producing xylitol. | |
ES2010539A6 (en) | Tracklaying vehicle. | |
DE3764423D1 (en) | DEVICE FOR EXCAVATING TRENCHES WITH MILLERS. | |
JPS57169134A (en) | Foundation construction work for housing using blocks and blocks therefor | |
JPS5389902A (en) | Layers-core | |
FR2335654A1 (en) | Prefabricated concrete block for embankment retainer wall - has front face and base at right angle with vertical inner joining web | |
CN206971300U (en) | A kind of annular rock drilling pore-forming support | |
RU1809041C (en) | Actuator member of heading machine | |
JPS6483716A (en) | Foundation work for building | |
EP0498786A3 (en) | Method for limiting subsidence during the excavation of underground cavities | |
GB1415460A (en) | Method and means for releasably fixing together elongate members | |
JPS5217282A (en) | Travelling shearing machine | |
GB1120743A (en) | Improvements in and relating to building structural assemblies and load-bearing building units | |
JPS52104641A (en) | Speed ring in hydraulic machinery | |
Whittaker | Darda hydraulic rock splitter: an alternative to secondary blasting[L'eclateur hydraulique Darda: une solution alternative au petardage] |