EP0161311A1 - Verfahren zur abschnittsweisen herstellung einer schlitzwand. - Google Patents
Verfahren zur abschnittsweisen herstellung einer schlitzwand.Info
- Publication number
- EP0161311A1 EP0161311A1 EP85900044A EP85900044A EP0161311A1 EP 0161311 A1 EP0161311 A1 EP 0161311A1 EP 85900044 A EP85900044 A EP 85900044A EP 85900044 A EP85900044 A EP 85900044A EP 0161311 A1 EP0161311 A1 EP 0161311A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- holes
- explosive charge
- thixotropic liquid
- diaphragm wall
- explosive
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F42—AMMUNITION; BLASTING
- F42D—BLASTING
- F42D3/00—Particular applications of blasting techniques
- F42D3/04—Particular applications of blasting techniques for rock blasting
Definitions
- diaphragm walls have become increasingly important for the manufacture of vertical walls, whether as load-bearing walls made of reinforced concrete or as sealing walls to prevent the flow of groundwater.
- diaphragm walls Compared to sheet piling, diaphragm walls have considerable advantages because they can be carried out without noise and vibration and then do not meet the requirements of numerous cities in residential areas, in the vicinity of hospitals and rest homes, as well as near vibration-sensitive buildings. In many cases, their use makes it possible to dispense with groundwater lowering or to restrict it and thus build it more economically, because lowering groundwater often creates the risk of subsidence with damage to neighboring buildings, and finally, diaphragm walls enable the construction of deep streets , Underground railways, etc. directly next to existing buildings to largely avoid the damage to neighboring buildings caused by underpinning.
- the diaphragm walls are produced in sections, with z. B. a section of a certain length is excavated and concreted, whereupon the next section is excavated and concreted in the same way, so that subsequently
- Special grapples are used for excavating the soil, depending on the weight of the soil, a section can be excavated over its entire length or two holes can be made in the subsoil, which are as wide as the later diaphragm wall and extend to their final depth. whereupon the subsoil remaining between the holes is then removed by a gripper.
- Diaphragm walls are generally created in thicknesses of about 40 to 60 cm. Their depth can be between about 10 to 50 m. So far, however, there has been no possibility of erecting diaphragm walls if the subsoil contains layers of rock, because grabs are then no longer usable, and drilling tools that are able to produce holes with a diameter of ⁇ Drilling from 0 to 60 cm to the required depths is not yet available.
- the invention is based on a method for producing a diaphragm wall section by section, in which a section is formed by making two holes in the subsurface at a distance from one another which are as wide as the subsequent one.
- the invention has for its object to provide a method of the aforementioned type which can also be used on a rock base.
- the object is achieved according to the invention in that when the diaphragm wall is produced in a rock sub-base provided with a layer, if necessary, a borehole is made in the sub-base between the two holes, which bore a first explosive charge over its length is that a pressure effect is briefly generated at the lower end of the two holes, through which the thixotropic liquid is temporarily displaced upward from the holes, and that the first explosive charge is ignited during the displacement of the thixotropic liquid.
- the rock base between the two holes is removed in layers and can then be removed with a gripper.
- the explosive charge is only weak and dimensioned in such a way that a dislocating effect does not occur beyond the width of the later diaphragm wall, but the dislocation in the plane of the diaphragm wall to be created is made possible by the fact that the holes with of the thixotropic liquid are filled, temporarily allow the rock between them to expand. Without this measure, 'the explosion would not be able to influence in the desired direction, as di thixotropic fluid is incompressible and would the Explosionsdruc oppose an infinite resistance.
- the pressure effect in the holes is preferably generated by attaching a second explosive charge to the bottom of the holes and by igniting the second explosive charges shortly before the first explosive charge.
- a blast of compressed air can also be generated at the bottom of the two holes before the first explosive charge is ignited.
- first two small holes are drilled in the center line of the route of the diaphragm wall in comparison to the slot wall, that in each Hole one or more containers each containing an explosive charge are used, the volume fraction of the explosive charges being small compared to the volume of the containers, so that the strength of the explosive charges is selected such that the rock underground is only approximately in the region of the thickness of the later diaphragm wall shattered in its structure, but remains approximately unchanged in its outer shape, and that the holes with their final large diameter are then drilled into the shattered structure.
- This method which is known in connection with the manufacture of sheet piling, in order to prepare a rock sub-base for ramming the sheet piles, enables drilling to be carried out in the first place without the otherwise unacceptable wear of drilling tools.
- Fig. 1 is a plan view of a trench wall section
- FIG. 2 shows a cross section corresponding to the illustration in FIG. 1
- lines 1 and 2 are the lateral boundaries of a diaphragm wall
- circles 3 and 4 are the contours of large boreholes that speak the width of the diaphragm wall and delimit a diaphragm wall section 5.
- the diaphragm wall is to be installed in a terrain that has a rock surface 8 under its surface 6 and an overlay 7.
- the diaphragm wall has a width of 600 mm, for example, and the center distance of the circles 3 and 4 is approximately 1.4 m, for example.
- the large boreholes 9 and 10 given by circles 3 and 4 around a rock underground cannot be produced by a drilling process.
- boreholes 11 and 12 which are relatively small in comparison to the large boreholes 9 and 10, are first made in the center of the circles, and one or more containers 14 each containing an explosive charge 13 are inserted into the two boreholes 10 and 11 , the volume fraction of the explosive charges being small compared to the volume of the container, and then the explosive charges 13 are ignited, but the thickness of the explosive charges is dimensioned such that the rock underground is only destroyed in its structure approximately in the region of the thickness of the later diaphragm wall , however, remains almost unchanged in its outer shape, so that in this way the rock underground is prepared for the drilling of the large drill holes 9 and 10, without any major tool wear subsequently occurring during drilling.
- OM V / I tion can exert on the rock, but the gases expanding through the combustion find a sufficiently large volume in the container to be able to expand therein initially without acting on the rock adjacent to the borehole in such a way that it is displaced.
- the explosion gases which cannot act downwards due to the massive rock underground, therefore escape from the container upwards into the borehole, without however creating the usual funnel. It is thus achieved that the rock adjacent to the borehole is not shot away, but is only broken up into the smallest grain fractions with a size of less than 0.5 cm.
- the large borehole can then be made in a rock surface prepared in this way without difficulty.
- the thixotropic liquid which has the function here of preventing the overlay 7 from collapsing into the large boreholes 9, 10, is introduced into the large boreholes directly in connection with their production.
- a borehole 16 is made approximately in the middle between the large boreholes 9 and 10, into which an explosive charge distributed over its length or a plurality of explosive charges 17 staggered one above the other are introduced become.
- These explosive charges are necessary in order to be able to remove the underground 15 economically. They must, of course, be dimensioned so weakly that there is no dislocation of the rock base adjacent to the diaphragm wall section, i. H. the effect of the explosion should be limited to the diaphragm wall width.
- the pressure effect at the lower end of the large boreholes can be created in different ways.
- a preferred possibility is that a small second explosive charge 18 is deposited on the bottom of each of the two large boreholes 9 and 10, which is ignited shortly before the ignition of the first explosive charges 20, so that the explosive charges 17 have their effect can unfold as long as the thixotropic liquid in the large boreholes 9 and 10 has been displaced by the action of the explosive charges 18.
- the pressure effect can also be built up at the bottom of the large boreholes 9 and 10 by a compressed air source, which generates a burst of compressed air at the required point in time.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT85900044T ATE34003T1 (de) | 1983-11-10 | 1984-11-07 | Verfahren zur abschnittsweisen herstellung einer schlitzwand. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3340725 | 1983-11-10 | ||
DE19833340725 DE3340725A1 (de) | 1983-11-10 | 1983-11-10 | Verfahren zur abschnittsweisen herstellung einer schlitzwand |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0161311A1 true EP0161311A1 (de) | 1985-11-21 |
EP0161311B1 EP0161311B1 (de) | 1988-05-04 |
Family
ID=6214007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP85900044A Expired EP0161311B1 (de) | 1983-11-10 | 1984-11-07 | Verfahren zur abschnittsweisen herstellung einer schlitzwand |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0161311B1 (de) |
AU (1) | AU3672684A (de) |
DE (2) | DE3340725A1 (de) |
PT (1) | PT79484B (de) |
WO (1) | WO1985002212A1 (de) |
ZA (1) | ZA848699B (de) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2750442B1 (fr) * | 1996-06-26 | 1998-09-11 | Bachy | Nouvelle paroi drainante, procede pour sa realisation et element mis en oeuvre |
FR2804449B1 (fr) * | 2000-02-02 | 2002-12-13 | Soletanche Bachy France | Perfectionnement a la realisation de paroi drainante |
CN113789797A (zh) * | 2021-07-05 | 2021-12-14 | 长沙理工大学 | 一种深覆盖砂卵石层的钢板桩围堰施工方法 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE538890A (de) * | 1954-06-15 | |||
FR1528894A (fr) * | 1967-04-24 | 1968-06-14 | Sondages Rhone Alpes | Procédé pour le compactage des sols et pour couler des pieux ou fondations noyés dans le sol |
NL7703935A (en) * | 1977-04-12 | 1978-10-16 | Ruiter Boringen En Bemalingen | Soil compaction system - uses explosive charges and forms drainage channels round charges |
LU83493A1 (de) * | 1981-07-15 | 1983-04-06 | Arbed | Volumensprengen |
-
1983
- 1983-11-10 DE DE19833340725 patent/DE3340725A1/de not_active Withdrawn
-
1984
- 1984-11-07 ZA ZA848699A patent/ZA848699B/xx unknown
- 1984-11-07 DE DE8585900044T patent/DE3470899D1/de not_active Expired
- 1984-11-07 AU AU36726/84A patent/AU3672684A/en not_active Abandoned
- 1984-11-07 WO PCT/DE1984/000237 patent/WO1985002212A1/de active IP Right Grant
- 1984-11-07 EP EP85900044A patent/EP0161311B1/de not_active Expired
- 1984-11-09 PT PT79484A patent/PT79484B/pt unknown
Non-Patent Citations (1)
Title |
---|
See references of WO8502212A1 * |
Also Published As
Publication number | Publication date |
---|---|
PT79484B (en) | 1986-08-05 |
WO1985002212A1 (en) | 1985-05-23 |
DE3340725A1 (de) | 1985-05-23 |
PT79484A (en) | 1984-12-01 |
AU3672684A (en) | 1985-06-03 |
EP0161311B1 (de) | 1988-05-04 |
DE3470899D1 (en) | 1988-06-09 |
ZA848699B (en) | 1985-06-26 |
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