EP1805395B1 - Method for embedding rock anchors - Google Patents
Method for embedding rock anchors Download PDFInfo
- Publication number
- EP1805395B1 EP1805395B1 EP05810675A EP05810675A EP1805395B1 EP 1805395 B1 EP1805395 B1 EP 1805395B1 EP 05810675 A EP05810675 A EP 05810675A EP 05810675 A EP05810675 A EP 05810675A EP 1805395 B1 EP1805395 B1 EP 1805395B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- process according
- plastic
- inner channel
- time
- drill
- 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.)
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Links
- 239000011435 rock Substances 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims description 40
- 229920003023 plastic Polymers 0.000 claims abstract description 90
- 239000004033 plastic Substances 0.000 claims abstract description 90
- 238000002156 mixing Methods 0.000 claims abstract description 25
- 239000000203 mixture Substances 0.000 claims abstract description 22
- 238000002347 injection Methods 0.000 claims description 24
- 239000007924 injection Substances 0.000 claims description 24
- 230000008569 process Effects 0.000 claims description 23
- 238000011049 filling Methods 0.000 claims description 21
- 239000000463 material Substances 0.000 claims description 18
- 230000003068 static effect Effects 0.000 claims description 16
- 238000005553 drilling Methods 0.000 claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 230000001419 dependent effect Effects 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 5
- 238000011144 upstream manufacturing Methods 0.000 claims 2
- 230000008901 benefit Effects 0.000 description 9
- 229920001187 thermosetting polymer Polymers 0.000 description 6
- 239000011324 bead Substances 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 4
- 238000011109 contamination Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 235000011837 pasties Nutrition 0.000 description 3
- 150000001412 amines Chemical class 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000005641 tunneling Effects 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 150000001252 acrylic acid derivatives Chemical class 0.000 description 1
- 230000004913 activation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 230000009849 deactivation Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000010526 radical polymerization reaction Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 229920001567 vinyl ester resin Polymers 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
Images
Classifications
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/808—Ground anchors anchored by using exclusively a bonding material
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/025—Grouting with organic components, e.g. resin
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/028—Devices or accesories for injecting a grouting liquid in a bore-hole
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0053—Anchoring-bolts in the form of lost drilling rods
Definitions
- the invention relates to a method for setting rock anchors, according to the preamble of claim 1.
- a drilling injection anchor which is designed as a boring bar with a central inner channel, driven into the mountains to be armed.
- the rinsing is carried out with a liquid through which the borehole is widened.
- the injection of a viscous cement mixture After reaching the intended drilling length is through the inner channel of the drill rod, the injection of a viscous cement mixture, which fills the hole and hardens to a Betonkem, in which the boring bar remains.
- This method is especially intended for soft and sandy rocks.
- harder rock as it is found in particular when upgrading the track in underground mining or tunneling, mainly hardening plastics are shipped instead of concrete These hardening plastic are entered after drilling the borehole and pulling out the drill rod by a lance into the hole; then the lance is pulled out of the hole and a rock bolt driven into the well, which is then connected by the hardening plastic with the surrounding rock solid and sustainable.
- thermosetting plastic leads to contamination of the drill and the environment and wasted in uneconomical ways larger amounts of this plastic become.
- Suitable hardening plastics and hardening plastics are eg in the DE 103 15 610 B4 .
- An essential advantage of the invention is that it permits the substantially automatic filling of the borehole, wherein the borehole is substantially completely filled from the tip of the boring bar or rock bolt to the mouth of the borehole and the boring bar or rock bolt is completely filled with the borehole hardened plastic is sheathed. This is sufficient for a substantial safety requirement of mining and tunneling.
- the curing time H of the plastic is determined by the choice of the hardenable plastic and the hardening plastic and optionally other components and by the mixing ratio of the components, but also by the temperature of the environment, the quantitative main components and the rock.
- the delivery time F is given as the time required to completely backfill the flow path of the cure mixture. That is, the curing of the thermosetting plastic takes place only after mixing with the curable and the curing plastic.
- the flow path is therefore the distance between the mixing point and the mouth (outlet) of the borehole. If the mixture of the two components is carried out by a static mixer, the mixing point is at this static mixer.
- the flow path then includes the further inner channel up to its exit on the outer circumference of the drill, generally up to the drill bit.
- the flow path further comprises the drill hole surrounding the anchor rod.
- the delivery time is therefore such that, taking into account the delivery characteristics of the pumps, in particular the pressure dependence of the delivery characteristics sufficient, and the volume of the inner channel and the volume of the anchor rod surrounding wellbore fills.
- This method has, in addition to the other advantages, the advantage that the drill bit to be used for hard rock, which is expensive, can be used several times.
- Claim 2 ensures that the hardening mixture does not form any cavities in the borehole and comes into intimate contact with the wall of the boring bar and the wall of the borehole. This measure can be done in addition to the usual during drilling water flushing of the borehole and has the advantage that even water residues are blown out of the well and dried.
- the drill rod may be provided at its tip with a drill bit, the cutting blades bypass a hole diameter which is greater than the outer diameter of the drill rod.
- the curing of the curable plastic component means an increase in viscosity beyond the viscous and pasty area.
- the aim is a viscosity of the curable component of at least 100,000 pa x sec, so that the compound of the plastic mass against the borehole and against the boring bar is so strong that the Borehole at the usual operational loads associated with the drilling operation and the injection of the plastic mass, can no longer be pulled out of the well or rotated in the borehole. It is thus possible, the drill chuck, in which the boring bar is clamped for the purpose of drilling, and / or the injection head (adapter for connecting the plastic leads to the inner channel of the anchor rod / boring bar) without the aid of a holding the boring bar holding device, retaining claw of the Loosen the drill rod, z. B. by backward rotation of the drill chuck (claim 5 and 6).
- the plastics after merging and mixing in a very rapid chemical reaction to a - so called here - pasty mass crosslink. This is done by admixing suitable substances, e.g. Amines.
- suitable substances e.g. Amines.
- the handling is facilitated and the reliability increased by the fact that after the merging and mixing of the components and before the onset of leading to curing chemical reaction increased viscosity (greater than 500 pa sec, preferably greater than 1000 pa sec) is reached.
- This pre-reaction is caused by mixing in a small amount of substances with suitable tixotropic properties, e.g. Substances from the group of amines.
- the development according to claim 8 is used. This prevents that not fully cured plastic material from the inner channel of the drill rod expires after the release of the drill chuck or after loosening the plastic feed channel or dripping or swelled out.
- the pumping characteristics of the pumps through which the hardenable material must flow must be determined Component and the curing component is supplied to the inner channel of the boring bar, to be considered.
- pumps are selected whose delivery rate per unit time is not dependent on the backpressure.
- piston pumps and of these in particular radial piston pumps are suitable.
- pumps with a pressure-dependent delivery characteristic to convey the curable plastic and / or the hardening plastic.
- Such pumps e.g. Gear pumps have the advantage of their simple design.
- the pressure-dependent delivery characteristic has the advantage that pressure peaks are avoided.
- the pressure dependence in the case of the internal reflux of the excess flow rates also leads to heating; Therefore, the Aushärt characterizing and in particular the curing time must be adjusted accordingly.
- the conveying time F by hand or by means of an adjustable clock.
- the aim is that the curing time and thus the filling time is less than one minute.
- the vote of filling time and curing time can be done by experiment, although the delivery characteristics of the pump and the filling volume V of the inner channel and the borehole surrounding borehole is at least roughly considered.
- the algorithm to be followed for the coordination of filling time and curing time results from claim 11.
- Claim 12 ensures the reliable connection of the plastic leads to the inner channel of the anchor rod / drill rod and avoids unnecessary assembly and adjustment that serve this purpose.
- an injection head - referred to in this application also adapter, the one side of the plastic line, on the other hand, but also serves as a tool for connecting the inner channel of the anchor rod with the plastic pumps.
- Claim 13 serves the purpose of avoiding mixing of the components at the wrong time, that is to say in particular before the intended mixing point and static mixer, and thus premature curing of the plastics and contamination of the pipe systems by cured plastics.
- claim 14 serves a similar purpose and at the same time ensures the effective cleaning of points of the supply system to which the plastic deposit are disturbing.
- the drill rod 1 with a drill bit 2 is through the chuck 3 in a
- the drill rod consists of several - here two pieces - which can be assembled by screwing in a nut 6 to a predetermined length.
- the drill rods are provided on its outer circumference with a thread which fits into a corresponding thread of the cap nut 6. This thread also serves the purpose of allowing a good connection of the drill rod 1 with the plastic to be filled into the borehole.
- the drill bit 2 is occupied with 7 clips. These drill holes 7 cover a borehole cross section with a diameter D 1 .
- This diameter D 1 is greater than the outer diameter D A of the drill rod 1 and, of course, larger than the inner diameter of the thread D I.
- the boring bars 1 and the sections of the boring bar are penetrated centrally by an inner channel 8, which in the drill bit 2 opens into a collecting space 9 and in exit channels 10.
- the inner channel can through the chuck 3 via suitable adapter first with water or air as a rinse and then preferably also on the chuck, but also on any other suitable connector, which, for example, based on Fig. 4 be loaded with a hardenable plastic compound and a hardening plastic.
- the injection head / adapter 11 which can be placed on the front side of the connector, here chuck, and the inner channels 12 and 13 has.
- the inner channel 12 is connected via hose 27 and feed pump 14 with a reservoir 15 for a curable plastic material.
- the inner channel 13 is substantially smaller in its width than the inner channel 12; its cross-sectional area is about 1/10 of the cross-sectional area of the inner channel 12.
- the inner channel 13 is connected via tubing 25 and a feed pump 16 with a storage container 17 for the curing plastic composition. Since the curable synthetic material and the hardening plastic compound are mixed in a ratio of 10: 1 or less (up to 1: 1, see above), the delivery pump 16 is correspondingly smaller.
- the inner channels are brought together in the connecting piece / drill chuck 3 in a collecting chamber 18, which then corresponds to the inner channel 8 of the drill rod.
- Fig. 1 It is shown that the first segment of the drill rod at the entrance of its inner channel 8 has a static mixer 20. Such a mixer may also be at the beginning of each segment. If the static mixer is designed as an insertable component, it is sufficient if such a static mixer 20 is inserted into the inner channel 8 of the last boring bar 1 to be introduced.
- an insert member 21 is shown in which in addition to the static mixer 20 and a check valve / ball valve 22 is integrated. The insert member 21 may in the inner channel 8 of the last introduced boring bar before drilling z. B. be screwed with thread.
- the boring bar 1 For boring the boring bar 1, initially only one boring bar element is inserted into the drill chuck.
- the drill chuck turns in the direction of rotation 5 added.
- a feed force 4 exerted on the drill rod As a result, a borehole is introduced into the mountains with the diameter D1 of the drill bit or the cutting blades 7 on the drill bit.
- the cap nut 6 is screwed onto the free end and screwed into this another segment of the drill rod 1, in which it - is supplied from behind through the chuck - in a manner not shown , In this case, the well can be rinsed in a manner not shown by water, which is supplied through the inner channel of the drill rod.
- the drilling process is terminated. It is now the collection chamber 18 of the borehole - in a manner not shown - applied through the inner channel 8 of the boring bar with air and thereby rinsed the cuttings from the well and cleaned the well and dried. Subsequently, the filling of the borehole is carried out with a curable plastic, which is previously mixed with a hardening plastic.
- the filling is carried out by the pumps 14 and 16.
- These are, for. B. to radial piston pumps, which can deliver a pressure-independent flow rate per unit time. However, it may also be gear pumps, since the high viscosities of the promotional plastics is not to be expected inadmissible losses and the funding law is therefore sufficiently accurately determinable.
- the flow rate is set by appropriate default and speeds of the drive motors 24 and 26 of the pump now so that, taking into account the delivery characteristics and the delivery law, the filling quantity of thermosetting plastic and curing plastic is promoted exactly in those delivery time, which corresponds to the curing time.
- the curing time of the plastic can be determined on the one hand by the selection of the plastic components, on the other hand also by the mixing ratio and by the temperature.
- the Temperature can be z. B. be assumed at 30 ° C.
- the hardness of the plastic in the curing time is determined by practical considerations. In particular, the plastic should not emerge by itself from the mouth of the borehole, but at best appear as pasty mass in the mouth of the borehole. It is also beneficial for the speed of the overall drilling and backfilling process when the plastic at the mouth of the wellbore has hardened to such an extent that the chuck can be separated from the drillstring without having to hold the drill rod with special tools or from falling out to prevent from the borehole.
- a viscosity of 100,000 pa sec. May be sufficient, but is preferably also exceeded.
- the check valve 22 is provided which opens in the direction of backfilling and in the opposite direction prevents the registered plastic mixture to flow out of the inner channel again.
- the connector / chuck can be rinsed with one of the plastic components or with water.
- the corresponding devices are not shown.
- Fig.2 schematically is a delivery diagram of the subsidized plastic components, ie in particular the curable plastic component and the curing plastic component and possibly the other admixed substances shown. Shown is the course of the flow rate per unit time over time and above the corresponding pressure profile in the collection chamber 18 or at another point. The delivery depends on the one hand on the speed curve of the drive motors of the pump. In addition, in some types of pumps with the Pressure dependence of the flow rate can be calculated. Ideal would be a constant delivery characteristic, as they have eg radial piston pumps. The aim is in any case, that the pumps start in a steady state, to avoid pressure surges.
- the inventive method can therefore also be carried out when the curable and the curing plastic during the delivery time F with a variable flow rate according to predetermined course of delivery per unit time, in particular with delayed increasing flow rate are promoted at the beginning of the funding period or if the curable and the curing Plastic are promoted during the delivery time F with a pressure-dependent according to a predetermined law flow rate per unit time.
- a variable flow rate according to predetermined course of delivery per unit time, in particular with delayed increasing flow rate are promoted at the beginning of the funding period or if the curable and the curing Plastic are promoted during the delivery time F with a pressure-dependent according to a predetermined law flow rate per unit time.
- the total delivery time is calculated so that the capacity in this Delivery time - in the diagram is the shaded area below the flow rates - curve - the volume of the inner channel and borehole - as described above - corresponds and that this conveying time corresponds to the curing time.
- FIG. 3 distinguished by the following:
- a connector 3 This consists - as the minor figure too Fig. 4 shows, from two half-shells 31, 32. These have on their length in each case a semicircular recess 33,34. These recesses complement each other in the closed state of the half shells in the arrow direction to a circular cylindrical inner channel with changing diameters. The diameters are designed so that the inner channel in the closed state - like Figure 4 shows - a positive fixing of the connector on one side causes the injection head 11 and on the other side of the anchor rod / boring bar 1.
- the injection head therefore has a bead 35, which fits into a corresponding diameter extension of the inner channel 33,34.
- the inner channel has a coarse internal thread, which corresponds to the external thread of the anchor rod / boring bar 1.
- the gap 18 between the end of the injection head 11 and the end of the anchor rod / drill rod 1 is bridged by means of an annular seal 30 and radially sealed.
- the static mixer 20 is also here at the beginning of the anchor rod / drill rod 1.
- the static mixer is in the connecting piece 3 with the half-shells 31,32.
- the mixing elements 20 are also here in an insert component / mixer housing 21, which is designed as a circular cylindrical tube. Externally, this tube has at its beginning a bead 36, which in the closed state in the arrow direction of the half-shells 31,32 by an entsrechenden recess of the inner channel of the half-shells 31,32 positively enclosed and axially and radially fixed.
- the inner channel of the half-shells 31,32 encloses the tube of the mixer housing tight fitting.
- the mixer housing 21 is made of plastic and only by the tight contact with the walls of the firmly pressed half shells is sufficiently pressure resistant.
- the mixer housing is also positively supported at its outflow end in the axial direction in order to prevent that a mixer housing made of plastic ruptures or tears axially.
- This axial fixing is done in the example shown by support on the end face of the facing end of the anchor rod / drill rod 1, which in turn - as stated - is fixed in the half-shells of the connector. That too Fig. 1 and 3 illustrated and described check valve is not shown here, but would also be used here with corresponding advantage.
- the half-shells are moved apart (against the arrow direction), so that the anchor rod / drill rod and the injection head are released.
- the static mixer which - as described - is designed as a unit - be ejected because it is still filled with the thermosetting plastic mixture. If necessary, the injection head and / or connector 3 are cleaned and then a new assembly inserted as a mixer before the attachment to another anchor rod / drill rod and their filling begins.
- the switch 29 is again actuated in the sense of synchronous and abrupt blocking of the check valves 38,39. It is thereby ensured that after blocking on the exit surface 37 on the mixer 20 facing end face none of the components more leak and can lead to contamination. In addition, however, it is provided that the exit surface is cleaned after opening the half-shells 31,32 with a pressurized water jet. In any case, the exit surface is 37 even and without projections or depressions designed so that it can be easily and effectively cleaned.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Joining Of Building Structures In Genera (AREA)
- Earth Drilling (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Reduction Or Emphasis Of Bandwidth Of Signals (AREA)
- Electrotherapy Devices (AREA)
- Soil Working Implements (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zum Setzen von Gesteinsankern, nach dem Oberbegriff des Anspruch 1.The invention relates to a method for setting rock anchors, according to the preamble of claim 1.
Dieses Verfahren ist bekannt durch die
Dieses Verfahren ist insbesondere bestimmt für weiches und sandiges Gestein. In härterem Gestein, wie man es insbesondere beim Streckenausbau im Untertagebergbau oder beim Tunnelbau vorfindet, werden statt Beton vornehmlich aushärtende Kunststoffe versandt Diese aushärtenden Kunststoffes werden nach dem Bohren des Bohrlochs und dem Herausziehen der Bohrstange durch eine Lanze in das Bohrloch eingetragen; sodann wird die Lanze aus dem Loch herausgezogen und ein Gesteinsanker in das Bohrloch eingetrieben, der sodann durch den aushärtenden Kunststoff mit dem umgebenden Gestein fest und tragfähig verbunden wird.This method is especially intended for soft and sandy rocks. In harder rock, as it is found in particular when upgrading the track in underground mining or tunneling, mainly hardening plastics are shipped instead of concrete These hardening plastic are entered after drilling the borehole and pulling out the drill rod by a lance into the hole; then the lance is pulled out of the hole and a rock bolt driven into the well, which is then connected by the hardening plastic with the surrounding rock solid and sustainable.
Es ist Aufgabe der Erfindung ein Verfahren zu schaffen, bei dem in einem ununterbrochenen Arbeitsgang eine Ankerstange, bei der es sich auch um die Bohrstange handeln kann, als Gesteinsanker durch Verfüllen des Bohrlochs mit einem aushärtenden Kunststoff gesetzt und dabei gewährleistet wird, dass einerseits das Bohrloch über seine gesamte Länge mit dem Kunststoff verfüllt wird, andererseits aber trotz des üblichen Über-Kopf-Arbeitens kein Kunststoff in wesentlichen Mengen aus dem Bohrloch austritt.It is an object of the invention to provide a method in which in an uninterrupted operation an anchor rod, which may also be the boring bar, set as rock anchors by filling the borehole with a thermosetting plastic, thereby ensuring that on the one hand the borehole On the other hand, despite the usual over-head working, no plastic escapes from the borehole in substantial quantities over its entire length.
Die Lösung ergibt sich aus Anspruch 1. Dabei wird dem Umstand Rechnung getragen, dass aushärtende Kunststoffe in einer geringen Aushärtezeit zu einer wesentlich höheren Härte bzw. Viskosität führen als eine Zementinjektion. Andererseits wird vermieden, dass der aushärtenden Kunststoff zu einer Verunreinigung der Bohrmaschine und der Umgebung führt und das in unwirtschaftlicher Weise größere Mengen dieses Kunststoffes vergeudet werden.The solution results from claim 1. It takes into account the fact that curing plastics in a low curing time lead to a much higher hardness or viscosity than a cement injection. On the other hand, it is avoided that the thermosetting plastic leads to contamination of the drill and the environment and wasted in uneconomical ways larger amounts of this plastic become.
Zu einer derartigen Aushärtung wird als Härtekomponenten z. B. eine radikalische Polymerisation ungesättigter Polyesterharze, Vinylester, Epoxyacrylate, Silikatharze, z.B. durch Beigabe von Peroxyden im volumetrischen Verhältnis 1:1 bis 10:1 angewandt.To such a cure is used as hardness components z. B. a radical polymerization of unsaturated polyester resins, vinyl esters, epoxy acrylates, silicate resins, e.g. by adding peroxides in a volumetric ratio of 1: 1 to 10: 1 applied.
Geeignete aushärtende Kunststoffe und härtende Kunststoffe sind z.B. in der
Ein wesentlicher Vorteil der Erfindung besteht darin, dass sie das im Wesentlichen automatische Befüllen des Bohrlochs erlaubt, wobei das Bohrloch im Wesentlichen vollständig von der Spitze der Bohrstange bzw. des Gesteinsankers bis zur Mündung des Bohrlochs ausgefüllt und die Bohrstange bzw. der Gesteinsanker vollständig mit dem ausgehärteten Kunststoff ummantelt wird. Damit ist einem wesentlichen Sicherheitserfordemis des Bergbaus und des Tunnelbaus genüge getan.An essential advantage of the invention is that it permits the substantially automatic filling of the borehole, wherein the borehole is substantially completely filled from the tip of the boring bar or rock bolt to the mouth of the borehole and the boring bar or rock bolt is completely filled with the borehole hardened plastic is sheathed. This is sufficient for a substantial safety requirement of mining and tunneling.
Eines des wesentlichen Kriterien der Erfindung besteht darin, dass die Förderzeit F und die Aushärtzeit H aufeinander abgestimmt werden. Die Aushärtzeit H des Kunststoffes wird durch die Auswahl des aushärtbaren Kunststoffes und des härtenden Kunststoffes sowie gegebenenfalls weiterer Komponenten und durch das Mischungsverhältnis der Komponenten bestimmt, außerdem aber auch durch die Temperatur der Umgebung, der mengenmäßigen Hauptkomponenten sowie des Gesteins.One of the essential criteria of the invention is that the delivery time F and the curing time H are matched to one another. The curing time H of the plastic is determined by the choice of the hardenable plastic and the hardening plastic and optionally other components and by the mixing ratio of the components, but also by the temperature of the environment, the quantitative main components and the rock.
Die Förderzeit F wird als die Zeit vorgegeben, die zur vollständigen Verfüllung der Fließstrecke der Härtemischung erforderlich ist. D.h., dass die Aushärtung des aushärtenden Kunststoffes erst nach der Mischung mit dem aushärtbaren und dem härtenden Kunststoff erfolgt. Die Fließstrecke ist daher die Strecke zwischen dem Mischpunkt und der Mündung (Ausgang) des Bohrlochs. Sofern die Mischung der beiden Komponenten durch einen statischen Mischer erfolgt, liegt der Mischpunkt an diesem statischen Mischer. Die Fließstrecke umfasst sodann den weiteren Innenkanal bis zu dessen Austritt auf den Außenumfang des Bohrers, im Allgemeinen also bis zu der Bohrerspitze. Die Fließstrecke umfasst weiterhin das die Ankerstange umgebende Bohrloch. Die Förderzeit ist daher so bemessen, dass sie unter Berücksichtung der Fördercharakteristik der Pumpen, insbesondere der Druckabhängigkeit der Fördercharakteristik ausreicht, und das Volumen des Innenkanals und das Volumen des die Ankerstange umgebenden Bohrlochs ausfüllt.The delivery time F is given as the time required to completely backfill the flow path of the cure mixture. That is, the curing of the thermosetting plastic takes place only after mixing with the curable and the curing plastic. The flow path is therefore the distance between the mixing point and the mouth (outlet) of the borehole. If the mixture of the two components is carried out by a static mixer, the mixing point is at this static mixer. The flow path then includes the further inner channel up to its exit on the outer circumference of the drill, generally up to the drill bit. The flow path further comprises the drill hole surrounding the anchor rod. The delivery time is therefore such that, taking into account the delivery characteristics of the pumps, in particular the pressure dependence of the delivery characteristics sufficient, and the volume of the inner channel and the volume of the anchor rod surrounding wellbore fills.
Die Erfindung kann dadurch ausgeführt werden, daß zunächst mit einer üblichen Bohrstange ein Loch gebohrt und sodann die Bohrstange wieder aus dem Loch herausgezogen und statt dessen eine rohrförmige Ankerstange (=Gesteinsanker) mit einem Innenkanal eingeführt wird. Dieses Verfahren hat neben den sonstigen Vorteilen den Vorzug, daß die für hartes Gestein zu verwendende Bohrspitze, die teuer ist, mehrfach verwendet werden kann.The invention can be carried out by first drilled a hole with a conventional drill rod and then pulled back the boring bar out of the hole and instead a tubular anchor rod (= rock anchor) is introduced with an inner channel. This method has, in addition to the other advantages, the advantage that the drill bit to be used for hard rock, which is expensive, can be used several times.
Es ist jedoch auch möglich, das Loch mit einer mit Innenkanal ausgeführten Bohrstange zu Bohren, die gleichzeitig als geeignete Ankerstange ausgeführt ist. Diese Borhrstange verbleibt in dem Bohrloch und wird nach dem Bohren als Gesteinsanker erfindungsgemäß verwendet. Dem Nachteil der nur einmaligen Verwendung steht der arbeitstechnische Vorteil gegenüber, daß zeitraubende Arbeitsschritte entfallen.However, it is also possible to drill the hole with an inner channel boring bar, which is also designed as a suitable anchor rod. This Borhrstange remains in the borehole and is used according to the invention after drilling as rock anchors. The disadvantage of using only once is the technical advantage over that time-consuming steps omitted.
Im Rahmen dieser Anmeldung wird insbesondere die Verwendung der Bohrstange als Gesteinsanker beschrieben; jedoch gilt die Erfindung auch und ist das Verfahren identisch einsetzbar für ein Verfahren bei dem - wie beschrieben- nicht die Bohrstange sondern eine nachträglich eingeführte Ankerstange mit innenkanal benutzt wird.In the context of this application, in particular the use of the drill rod is described as rock anchors; However, the invention also applies and the method is used identically for a method in which - as described - not the boring bar but a subsequently introduced anchor rod is used with inner channel.
Die Anspruch 2 gewährleistet, dass die Härtemischung in dem Bohrloch keine Hohlraume bildet und in innigen Kontakt mit der Wandung der Bohrstange und der Wandung des Bohrloches kommt. Diese Maßnahme kann zusätzlich zu der beim Bohrvorgang üblichen Wasserspülung des Bohrlochs erfolgen und hat den Vorteil, daß auch Wasserreste aus dem Bohrloch herausgeblasen und getrocknet werden.Claim 2 ensures that the hardening mixture does not form any cavities in the borehole and comes into intimate contact with the wall of the boring bar and the wall of the borehole. This measure can be done in addition to the usual during drilling water flushing of the borehole and has the advantage that even water residues are blown out of the well and dried.
Es sei darauf hingewiesen, dass die Bohrstange an ihrer Spitze mit einer Bohrkrone versehen sein kann, deren Schneidkluppen einen Bohrlochdurchmesser umfahren, welcher größer ist als der Außendurchmesser der Bohrstange.It should be noted that the drill rod may be provided at its tip with a drill bit, the cutting blades bypass a hole diameter which is greater than the outer diameter of the drill rod.
Die Aushärtung der aushärtbaren Kunststoffkomponente bedeutet eine Erhöhung der Viskosität über den zähflüssigen und den pastösen Bereich hinaus. Angestrebt wird eine Viskosität der aushärtbaren Komponente von wenigstens 100.000 pa x sec, damit die Verbindung der Kunststoffmasse gegenüber dem Bohrloch und gegenüber der Bohrstange so fest ist, dass die Bohrstange bei den üblichen betrieblichen Belastungen, die mit dem Bohrbetrieb und der Injektion der Kunststoffmasse einhergehen, nicht mehr aus dem Bohrloch herausgezogen oder in dem Bohrloch gedreht werden kann. Es wird damit möglich, das Bohrfutter, in welchem die Bohrstange zum Zwecke des Bohrens eingespannt ist, und/oder den Injektionskopf (Adapter zur Verbindung der Kunststoffzuleitungen mit dem Innenkanal der Ankerstange/ Bohrstange) ohne zu Hilfenahme einer die Bohrstange festhaltenden Haltevorrichtung, Halteklaue von der Bohrstange zu lösen, z. B. durch Rückwärtsdrehen des Bohrfutters (Anspruch 5 und 6).The curing of the curable plastic component means an increase in viscosity beyond the viscous and pasty area. The aim is a viscosity of the curable component of at least 100,000 pa x sec, so that the compound of the plastic mass against the borehole and against the boring bar is so strong that the Borehole at the usual operational loads associated with the drilling operation and the injection of the plastic mass, can no longer be pulled out of the well or rotated in the borehole. It is thus possible, the drill chuck, in which the boring bar is clamped for the purpose of drilling, and / or the injection head (adapter for connecting the plastic leads to the inner channel of the anchor rod / boring bar) without the aid of a holding the boring bar holding device, retaining claw of the Loosen the drill rod, z. B. by backward rotation of the drill chuck (claim 5 and 6).
In vorteilhafter Weiterbildung nach Anspruch 7 wird vorgesehen, daß die Kunststoffe nach der Zusammenführung und Mischung in einer sehr schnellen chemischen Reaktion sich zu einer - hier so genannten - pastösen Masse vernetzen. Dies geschieht durch eine Beimengung von geeigneten Stoffen wie z.B. Aminen. Bei dem Verfahren nach Anspruch 8 wird die Handhabung erleichtert und die Betriebssicherheit dadurch erhöht, daß nach dem Zusammenführen und Mischen der Komponenten und noch vor dem Einsetzen der zur Aushärtung führenden chemischen Reaktion eine erhöhte Viskosität (größer 500 pa sec, vorzugsweise größer 1000 pa sec) erreicht wird. Diese Vorreaktion wird dadurch hervorgerufen, daß einer der Komponenten in geringer Menge Stoffe mit geeigneten tixotropische Eigenschaften zugemischt werden, z.B. Stoffe aus der Gruppe der Amine.In an advantageous embodiment according to
Durch diese zunächst nur geringe, jedoch sehr schnell erfolgende Erhöhung der Viskosität vor Einsetzen der schließlich gewollten Aushärtung (tixotropischer Effekt) wird erreicht, daß die Härtemischung der Kunststoffe nicht aus dem Bohrloch herausfließt ohne den Druckaufbau zu gestatten, der erforderlich ist, um das Bohrloch insgesamt und mit allen Hohlräumen vollständig und lückenlos auszufüllen.By this initially only small, but very rapid increase in viscosity before the onset of finally desired curing (tixotropic effect) is achieved that the hardening mixture of plastics does not flow out of the well without allowing the pressure build-up, which is required to the hole as a whole and complete with all cavities completely and completely.
Zur zeitlichen Kürzung des Bohr- und Injektionsvorganges dient die Weiterbildung nach Anspruch 8. Hierdurch wird verhindert, dass noch nicht vollständig ausgehärtende Kunststoffmasse aus dem Innenkanal der Bohrstange nach dem Lösen des Bohrfutters bzw. nach dem Lösen des Kunststoffzufuhrkanals ausläuft bzw. heraustropft bzw. herausquillt.To further reduce the drilling and injection process, the development according to
Bei der Berechnung der Förderzeit und der Anpassung der Aushärtzeit muss die Fördercharakteristik der Pumpen, durch welche die aushärtbare Komponente und die härtende Komponente dem Innenkanal der Bohrstange zugeführt wird, in Betracht gezogen werden.When calculating the delivery time and adjusting the hardening time, the pumping characteristics of the pumps through which the hardenable material must flow must be determined Component and the curing component is supplied to the inner channel of the boring bar, to be considered.
Idealer Weise werden Pumpen ausgesucht, deren Fördermenge pro Zeiteinheit nicht vom Gegendruck abhängig ist. Insofern eignen sich insbesondere Kolbenpumpen und von diesen insbesondere Radialkolbenpumpen.Ideally, pumps are selected whose delivery rate per unit time is not dependent on the backpressure. In this respect, in particular piston pumps and of these in particular radial piston pumps are suitable.
Dies ist insbesondere auch deswegen zweckmäßig, da dadurch eine Temperaturerhöhung der Kunststoffe, welche zu einer Veränderung der Aushärtcharakteristik und insbesondere zu einer Verkürzung der Aushärtzeit führen könnte, vermieden wird.This is particularly useful because it prevents a temperature increase of the plastics, which could lead to a change in the Aushärtcharakteristik and in particular to a shortening of the curing time.
Um Flüssigkeitsschläge und damit das Platzen von Leitungen zu verhindern wird i sollte in der Weiterbildung des Verfahrens vorgesehen sein, dass die Pumpen mit Verzögerung anlaufen können. Auch kurz vor Ende der Förderzeit ist eine Herabsetzung der Förderdrehzahl zur Vermeidung von Druckspitzen zweckmäßig.In order to prevent liquid shocks and thus the bursting of lines i should be provided in the development of the method that the pumps can start with a delay. Also shortly before the end of the delivery time is a reduction of the delivery speed to avoid pressure peaks appropriate.
Alternativ können zur Förderung des aushärtbaren Kunststoffes und/oder des härtenden Kunststoffs auch Pumpen mit druckabhängiger Fördercharakteristik verwandt werden. Derartige Pumpen, z.B. Zahnradpumpen haben den Vorteil ihrer einfachen Bauweise.. Im Übrigen hat die druckabhängige Fördercharakteristik den Vorteil, dass Druckspitzen vermieden werden. Andererseits führt die Druckabhängigkeit im Falle des internen Rücklaufs der überschüssigen Fördermengen auch zur Erwärmung; daher ist die Aushärtcharakteristik und insbesondere die Aushärtzeit entsprechend anzupassen.Alternatively, it is also possible to use pumps with a pressure-dependent delivery characteristic to convey the curable plastic and / or the hardening plastic. Such pumps, e.g. Gear pumps have the advantage of their simple design. Incidentally, the pressure-dependent delivery characteristic has the advantage that pressure peaks are avoided. On the other hand, the pressure dependence in the case of the internal reflux of the excess flow rates also leads to heating; Therefore, the Aushärtcharakteristik and in particular the curing time must be adjusted accordingly.
In der Weiterbildung der Erfindung nach Anspruch 11 erfolgt eine Abschaltung der Zufuhr des aushärtbaren und/oder des härtenden Kunststoffes, wenn der jeweilige Förderdruck einen vorgegebenen Grenzwert überschreitet. Es kann hierbei aber auch ein Auslaufprogramm der Antriebsmotoren der Pumpen eingeschaltet werden, durch welches die Drehzahlen der Pumpen stetig oder in Stufen auf Null zurückgeführt werden. Hierdurch werden Schäden am Fördersystem und eventuelle Verunreinigungen durch eine der Kunststoffkomponenten vermieden.In the development of the invention according to
Wenn in diesem Falle der Druckanstieg auf Aushärtung des Kunststoffes vor der vollständigen Befüllung des Bohrlochs zurück zuführen ist, ist allerdings eine neue Bohrung durchzuführen und die Bohrstange ist unter Umständen verloren. In diesem Falle liegt jedoch eine mangelhafte Abstimmung von Füllzeit und Aushärtzeit vor. Wenn Füllzeit und die Aushärtzeit genau aufeinander abgestimmt sind, tritt diese druckabhängige Abschaltung möglichst genau zu dem oder kurz vor dem Zeitpunkt ein, an dem der Kunststoff aus der Bohrlochmündung tritt.If, in this case, the pressure increase is due to curing of the plastic prior to complete filling of the borehole, however, a new boring is to be carried out and the boring bar may be lost. In this case, however, there is a poor coordination of filling time and curing time. If the filling time and the hardening time are precisely matched, this pressure-dependent shutdown occurs as precisely as possible at or shortly before the time at which the plastic comes out of the borehole mouth.
Möglich ist jedoch auch, die Förderzeit F von Hand oder durch eine einstellbare Uhr vorzugeben. Angestrebt wird, dass die Aushärtzeit und damit auch die Füllzeit kleiner als eine Minute ist.However, it is also possible to specify the conveying time F by hand or by means of an adjustable clock. The aim is that the curing time and thus the filling time is less than one minute.
Die Abstimmung von Füllzeit und Aushärtzeit kann durch Versuch erfolgen, wobei allerdings die Fördercharakteristik der Pumpen sowie das Füllvolumen V des Innenkanals und des die Bohrstange umgebenden Bohrlochs wenigstens überschlägig in Betracht zu ziehen ist. Der für die Abstimmung von Füllzeit und Aushärtzeit einzuhaltende Algorithmus ergibt sich aus Anspruch 11.The vote of filling time and curing time can be done by experiment, although the delivery characteristics of the pump and the filling volume V of the inner channel and the borehole surrounding borehole is at least roughly considered. The algorithm to be followed for the coordination of filling time and curing time results from
Um den Vorteil der Erfindung, nämlich die schnelle und sichere Einbindung eines Gebirgsankers in einem Bohrloch vollständig nutzbar zu machen, kommt der Weiterbildung des Verfahrens nach Anspruch 12ff besondere Bedeutung zu. Anspruch 12 gewährleistet die betriebssichere Verbindung der Kunststoffzuleitungen mit dem Innenkanal der Ankerstange/ Bohrstange und vermeidet unnötige Montage- und Einstellarbeiten, die diesem Zweck dienen. Hierzu wird ein Injektionskopf - in dieser Anmeldung auch Adapter genanntverwandt, der einerseit der Kunststoffleitung, andererseits aber auch als Werkzeug zur Verbindung des Innenkanals der Ankerstange mit den Kunststoffpumpen dient.In order to make the advantage of the invention, namely the rapid and safe integration of a rock bolt in a borehole fully usable, the development of the method according to claim 12ff is of particular importance.
Anspruch 13 dient dem Zweck, eine Mischung der Komponenten zur Unzeit, also insbesondere vor dem vorgesehenen Mischpunkt und statischen Mischer und damit eine vorzeitige Aushärtung der Kunststoffe und Verunreinigung der Leitungssysteme durch ausgehärtete Kunststoffe zu vermeiden.
Auch Anspruch 14 dient einem ähnlichen Zweck und gewährleistet gleichzeitig die effektive Reinigung von Stellen des Zuleitungssystems, an denen die Kunststoffablagerung störend sind.Also claim 14 serves a similar purpose and at the same time ensures the effective cleaning of points of the supply system to which the plastic deposit are disturbing.
Im Folgenden wird ein Ausführungsbeispiel der Erfindung anhand der Zeichnung beschrieben:In the following an embodiment of the invention will be described with reference to the drawing:
Es zeigen:
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Figur 1 schematisch eine Bohrstange mit Bohrfutter und Zufuhradaptem (Injektionskopf). -
Figur 2 ein Förderdiagramm -
undFigur 34 schematisch eine Bohrstange mit Bohrfutter und Zufuhradaptern (Injektionskopf).
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FIG. 1 schematically a drill rod with chuck and Zufuhadaptem (injection head). -
FIG. 2 a funding diagram -
FIG. 3 and4 schematically a drill rod with chuck and Zuführadaptern (injection head).
In den Figuren wird beschrieben, daß eine Bohrstange in dem Bohrloch, das mit ihr gebohrt worden ist, verbleibt und sodann als Ankerstange/Gesteinsanker im Bohrloch verbleibt und eingegossen wird. Daher wird zu den Figuren auch der Bohrvorgang beschrieben. Wenn die Bohrstange jedoch nach Fertigstellung des Bohrlochs aus dem Loch herausgezogen und statt ihrer eine Ankerstange als Gesteinsanker eingeführt wird, gehört die Herstellung des Bohrlochs nicht mehr in den Rahmen dieser Erfindung; im übrigen gelten jedoch alle Ausführungen, die das erfindungsgemäße Verfahren zur Befüllung des Innenkanals der Ankerstange und des Behohrlochs mit einem aushärtenden Kunststoffgemisch (Härtemischung) beschreiben. Die nachfolgenden Ausführungen gelten für alle Figuren, sofern nicht bezüglich einzelner Figuren auf Abweichungen ausdrücklich hingewiesen wird.In the figures, it is described that a drill rod remains in the wellbore that has been drilled with it and then remains in the wellbore as an anchor rod / rock bolt and is poured. Therefore, the drilling process is described to the figures. However, if the boring bar is withdrawn from the hole after completion of the borehole and an anchor rod is inserted as a rock bolt instead of it, the production of the borehole is no longer within the scope of this invention; Otherwise, however, all embodiments that describe the inventive method for filling the inner channel of the anchor rod and the Behohrlochs with a thermosetting plastic mixture (hardening mixture). The following explanations apply to all figures, unless it is expressly referred to deviations with respect to individual figures.
Die Bohrstange 1 mit einer Bohrkrone 2 wird durch das Bohrfutter 3 in einThe drill rod 1 with a drill bit 2 is through the
Gebirge 19 aus festem Stein eingebohrt. Hierzu ist das Bohrfutter 3 in Richtung Vorschubrichtung 4 und Drehrichtung 5 angetrieben.
Die Bohrstange besteht aus mehreren - hier aus zwei - Stücken, die durch Einschrauben in eine Mutter 6 zu einer vorgegebenen Länge zusammengefügt werden können. Zu diesem Zweck sind die Bohrstangen auf ihrem Außenumfang mit einem Gewinde versehen, welches in ein korrespondierendes Gewinde der Überwurfmutter 6 paßt. Dieses Gewinde dient auch dem Zweck, eine gute Verbindung der Bohrstange 1 mit dem in das Bohrloch einzufüllenden Kunststoffes zu ermöglichen.The drill rod consists of several - here two pieces - which can be assembled by screwing in a nut 6 to a predetermined length. For this purpose, the drill rods are provided on its outer circumference with a thread which fits into a corresponding thread of the cap nut 6. This thread also serves the purpose of allowing a good connection of the drill rod 1 with the plastic to be filled into the borehole.
Die Bohrkrone 2 ist mit Kluppen 7 besetzt. Diese Bohrkluppen 7 überstreichen einen Bohrlochquerschnitt mit einem Durchmesser D1. Dieser Durchmesser D1 ist größer als der Außendurchmesser DA der Bohrstange 1 und naturgemäß auch größer als der Innendurchmesser des Gewindes DI. Rechnerisch wird das Volumen der Bohrstange mit hinreichender Genauigkeit durch den mittleren Durchmesser D2 = (DA + DI)/2 bestimmt. Die Bohrstangen 1 bzw. die Teilstücke der Bohrstange werden zentral von einem Innenkanal 8 durchdrungen, der in der Bohrkrone 2 in einem Sammelraum 9 und in Austrittskanälen 10 mündet. Der Innenkanal kann durch das Bohrfutter 3 über geeignete Adapter zunächst mit Wasser oder Luft als Spülmittel und sodann vorzugsweise ebenfalls über das Bohrfutter, aber auch über ein sonstiges geeignetes Verbindungsstück, welches z.B. anhand von
Nur die zur Beschickung mit Kunststoff vorgesehenen Vorrichtungsteile sind hier schematisch dargestellt. Es handelt sich um den Injektionskopf/ Adapter 11, der auf die Stirnseite des Verbindungsstücks, hier Bohrfutters, gesetzt werden kann und der Innenkanäle 12 und 13 aufweist. Der Innenkanal 12 ist über Schlauch 27 und Förderpumpe 14 mit einem Vorratsbehälter 15 für eine aushärtbare Kunststoffmasse verbunden. Der Innenkanal 13 ist in seiner Weite wesentlich kleiner als der Innenkanal 12; seine Querschnittsfläche beträgt ca. 1/10 der Querschnittsfläche des Innenkanals 12. Der Innenkanal 13 ist über Schlauch 25 und eine Förderpumpe 16 mit einem Vorratbehälter 17 für die härtende Kunststoffmasse verbunden. Da die aushärtbare Kunsttoffmasse und die härtende Kunststoffmasse im Verhältnis 10:1 oder kleiner (bis 1:1; siehe oben) gemischt werden, ist die Förderpumpe 16 entsprechend kleiner ausgelegt. Die Innenkanäle werden in dem Verbindungsstück/ Bohrfutter 3 zusammengeführt in einer Sammelkammer 18, welche sodann mit dem Innenkanal 8 der Bohrstange korrespondiert.Only provided for loading with plastic device parts are shown here schematically. It is the injection head /
In
Zur Funktion und Betriebsweise:Function and operation:
Zum Einbohren der Bohrstange 1 ist zunächst nur ein Bohrstangenelement in das Bohrfutter eingesetzt. Das Bohrfutter wird mit Drehrichtung 5 in Umdrehung versetzt. Gleichzeit wird - in nicht dargestellter Weise - eine Vorschubkraft 4 auf die Bohrstange ausgeübt. Dadurch wird ein Bohrloch in das Gebirge mit dem Durchmesser D1 der Bohrkrone bzw. der Schneidkluppen 7 auf der Bohrkrone eingebracht. Wenn das Bohrloch die Länge des 1. Segments der Bohrstange erreicht hat, wird auf das freie Ende die Überwurfmutter 6 geschraubt und in diese ein weiteres Segment der Bohrstange 1 eingedreht, in dem es - in nicht dargestellter Weise - von hinten durch das Bohrfutter zugeführt wird. Dabei kann das Bohrloch in nicht dargestellter Weise durch Wasser gespült werden, das durch den Innenkanal der Bohrstange zugeführt wird.For boring the boring bar 1, initially only one boring bar element is inserted into the drill chuck. The drill chuck turns in the direction of rotation 5 added. At the same time - in a manner not shown - a feed force 4 exerted on the drill rod. As a result, a borehole is introduced into the mountains with the diameter D1 of the drill bit or the
Wenn die vorgesehene Tiefe des Bohrloches erreicht ist (z.B. bei 2 m bis 2,50 m) wird der Bohrvorgang beendet. Es wird nunmehr die Sammelkammer 18 des Bohrlochs - in nicht dargestellter Weise - durch den Innenkanal 8 der Bohrstange mit Luft beaufschlagt und hierdurch das Bohrklein aus dem Bohrloch ausgespült und das Bohrloch gereinigt und getrocknet. Anschließend erfolgt die Befüllung des Bohrlochs mit einem aushärtbaren Kunststoffs, welcher zuvor mit einem härtenden Kunststoff vermischt wird. Das Füllvolumen ist zum einen die Innenkanal 8 ab Mischer 20 und zum anderen das Bohrloch, also
Die Befüllung erfolgt durch die Pumpen 14 und 16. Dabei handelt es sich z. B. um Radialkolbenpumpen, welche eine druckunabhängige Fördermenge pro Zeiteinheit liefern können. Es kann sich jedoch auch um Zahnradpumpen handeln, da bei den hohen Viskositäten der fördernden Kunststoffe nicht mit unzulässigen Verlusten zu rechnen ist und das Fördergesetz daher hinreichend genau bestimmbar ist.The filling is carried out by the
Die Fördermenge wird durch entsprechende Voreinstellung und Drehzahlen der Antriebsmotoren 24 und 26 der Pumpen nunmehr so festgesetzt, dass unter Berücksichtigung der Fördercharakteristik und des Fördergesetzes die Füllmenge an aushärtbarem Kunststoff und härtendem Kunststoff genau in derjenigen Förderzeit gefördert wird, welche der Aushärtzeit entspricht.The flow rate is set by appropriate default and speeds of the
Die Aushärtzeit des Kunststoffes kann zum einen durch die Auswahl der Kunststoffkomponenten, zum anderen aber auch durch das Mischungsverhältnis und durch die Temperatur bestimmt werden. Die Temperatur kann z. B. mit 30° C angenommen werden. Welche Härte des Kunststoff in der Aushärtzeit annehmen soll, wird durch praktische Gesichtspunkte bestimmt. Insbesondere soll der Kunststoff nicht von selbst aus der Mündung des Bohrlochs austreten, sondern in der Mündung des Bohrloches allenfalls als pastöse Masse erscheinen. Es ist für die Geschwindigkeit des gesamten *Bohr- und Verfüllungsvorganges außerdem günstig, wenn der Kunststoff an der Mündung des Bohrloches so stark ausgehärtet ist, dass das Bohrfutter von der Bohrstange getrennt werden kann, ohne die Bohrstange mit besonderen Hilfsmitteln festhalten zu müssen oder am Herausfallen aus dem Bohrloch zu hindern. Eine Viskosität von 100.000 pa sec. kann dabei ausreichend sein, wird aber vorzugsweise auch überschritten. Durch geeignete Beimengungen kann eine Vorvemetzung der eingebrachten Kunststoffmischung mit Erhöhung der Viskosität (s.o.: mehr als 500 pa sec) erfolgen, noch bevor die eigentliche Aushärtreaktion einsetzt bzw. sich auswirkt.The curing time of the plastic can be determined on the one hand by the selection of the plastic components, on the other hand also by the mixing ratio and by the temperature. The Temperature can be z. B. be assumed at 30 ° C. The hardness of the plastic in the curing time is determined by practical considerations. In particular, the plastic should not emerge by itself from the mouth of the borehole, but at best appear as pasty mass in the mouth of the borehole. It is also beneficial for the speed of the overall drilling and backfilling process when the plastic at the mouth of the wellbore has hardened to such an extent that the chuck can be separated from the drillstring without having to hold the drill rod with special tools or from falling out to prevent from the borehole. A viscosity of 100,000 pa sec. May be sufficient, but is preferably also exceeded. By suitable admixtures, a pre-crosslinking of the introduced plastic mixture with increasing the viscosity (so: more than 500 pa sec) take place before the actual curing reaction starts or has an effect.
Es ist erstrebenswert, das Bohrfutter möglichst schnell von der Bohrstange zu trennen, und zwar zu einem Zeitpunkt, wo die zuletzt eingetragene Kunststoffmischung die Aushärtzeit noch nicht beendet hat. Daher ist in Fließrichtung vor dem statischen Mischer das Rückschlagventil 22 vorgesehen, das in der Richtung der Verfüllung öffnet und in Gegenrichtung die eingetragene Kunststoffmischung hindert, aus dem Innenkanal wieder herauszufließen.It is desirable to separate the drill chuck from the drill rod as quickly as possible, at a time when the last registered plastic mix has not yet completed the curing time. Therefore, in the flow direction in front of the static mixer, the
Nach dem Abziehen des Bohrfutters von der Bohrstange kann das Verbindungsstück/ Bohrfutter mit einer der Kunststoffkomponenten oder mit Wasser gespült werden. Die entsprechenden Vorrichtungen sind nicht dargestellt.After removing the drill chuck from the drill rod, the connector / chuck can be rinsed with one of the plastic components or with water. The corresponding devices are not shown.
In
Das erfindungsgemäße Verfahren kann also auch ausgeführt werden, wenn der aushärtbare und der härtende Kunststoff während der Förderzeit F mit einer variablen Fördermenge nach vorbestimmten Verlauf der Fördermenge pro Zeiteinheit, insbesondere mit verzögert zunehmender Fördermenge zu Anfang der Förderzeit gefördert werden oder wenn der aushärtbare und der härtende Kunststoff während der Förderzeit F mit einer nach einem vorbestimmten Gesetz druckabhängigen Fördermenge pro Zeiteinheit gefördert werden. In jedem Falle giltThe inventive method can therefore also be carried out when the curable and the curing plastic during the delivery time F with a variable flow rate according to predetermined course of delivery per unit time, in particular with delayed increasing flow rate are promoted at the beginning of the funding period or if the curable and the curing Plastic are promoted during the delivery time F with a pressure-dependent according to a predetermined law flow rate per unit time. In any case
Wenn nach Erreichen der maximal eingestellten Drehzahl die Fördermenge pro Zeiteinheit mit dem ansteigenden Druck abnimmt, der sich dadurch ergibt, daß zum einen die Fließstrecke der Kunststoffmischung länger wird und zum anderen die Viskosität steigt, ist die gesamte Förderzeit so berechnet, daß die Füllmenge in dieser Förderzeit - es handelt sich in dem Diagramm um den schraffierten Flächeninhalt unterhalb der Fördermengen - Kurve - dem Volumen von Innenkanal und Bohrloch - wie oben geschildert - entspricht und daß diese Förderzeit der Aushärtzeit entspricht. Hiermit wird erreicht, daß die an der Bohrlochmündung ankommende Kunststoffmündung so hoch viskos geworden ist, daß sie die Mündung absperrt und den Bohranker so fest umschließt, daß er das beim Lösen des Bohrfutters entstehende Drehmoment aushält und daß er unter seinem Eigengewicht nicht aus dem Bohrloch herausfällt.If, after reaching the maximum set speed, the flow rate per unit time decreases with the increasing pressure, which results from the fact that on the one hand, the flow path of the plastic mixture is longer and on the other hand, the viscosity increases, the total delivery time is calculated so that the capacity in this Delivery time - in the diagram is the shaded area below the flow rates - curve - the volume of the inner channel and borehole - as described above - corresponds and that this conveying time corresponds to the curing time. This ensures that the arriving at the borehole mouth plastic mouth has become so highly viscous that it shuts off the mouth and the Bohranker so tightly encloses that he can withstand the torque created when loosening the chuck and that he does not fall out of the well under its own weight ,
Unter dieser Voraussetzung ist es möglich, die Steuereinrichtung 28 von Hand oder durch Voreinstellung einer Betriebszeit für die Pumpenmotoren zu betreiben. Es kann jedoch auch eine Steuerung durch den Druckfühler 23 vorgesehen werden, durch den die Abschaltung oder - wie dargestellt - eine Auslaufschaltung erfolgt, wenn der Druck vor der Mischeinrichtung - z.B. in der Sammelkammer - einen voreingestellten durch Versuch zu ermittelnden Grenzwert G überschreitet.Under this condition, it is possible to operate the
Das Bohrfutter wird nach Fertigstellung des Bohrlochs abgezogen. Die Verbindung der Ankerstange/ Bohrstange 1 mit dem Injektionskopf/ Adapter 11 erfolgt durch ein Verbindungsstück 3. Dieses besteht - wie die Nebenfigur zu
In
Dies ist deshalb besonders wichtig, weil vorzugsweise das Mischergehäuse 21 aus Kunststoff besteht und erst durch die enge Anlage an den Wänden der fest aufeinander gedrückten Halbschalen ausreichend druckbeständig ist.This is particularly important because preferably the
Ferner ist es besonders wichtig, daß das Mischergehäuse auch an seinem Ausflußende in axialer Richtung formschlüssig abgestützt ist, um zu verhindern, daß ein aus Kunststoff hergestelltes Mischergehäuse axial reißt oder zerreißt. Diese axiale Festlegung geschieht im gezeigten Beispiel durch Abstützung an der Stirnfläche des zugewandten Endes der Ankerstange/ Bohrstange 1, welche ihrerseits - wie gesagt - in den Halbschalen des Verbindungsstücks festgelegt ist. Das zu
Nach Ablauf der Füllzeit und Beendigung der Befüllung des Bohrlochs werden die Halbschalen auseinander gefahren (gegen die Pfeilrichtung), so daß die Ankerstange/ Bohrstange und der Injektionskopf losgelassen werden. Dabei kann auch der statische Mischer, der - wie beschrieben - als Baueinheit ausgebildet ist - ausgeworfen werden, da er noch mit der aushärtenden Kunststoffmischung gefüllt ist. Notfalls werden Injektionskopf und/ oder Verbindungsstück 3 gereinigt und sodann eine neue Baueinheit als Mischer eingelegt, bevor die Anklammerung an eine andere Ankerstange/ Bohrstange und deren Befüllung beginnt.After completion of the filling time and completion of the filling of the borehole, the half-shells are moved apart (against the arrow direction), so that the anchor rod / drill rod and the injection head are released. In this case, the static mixer, which - as described - is designed as a unit - be ejected because it is still filled with the thermosetting plastic mixture. If necessary, the injection head and / or
Bei dem Verfahren nach
Wenn die Sperrventile in Sperrung geschaltet sind, bauen die beiden Pumpen in den Leitungen 25,27 einen höheren Druck auf. Durch Druckfühler 23 in jeder der Leitungen wird dieser Druck abgefragt und über Leitungen 40, 41 der Steuerung 28 zugeführt. In der Steuereinrichtung ist gespeichert, welcher Grenzdruck in der einen und der anderen Leitung maximal hinterlegt werden darf. Wenn einer dieser Grenzdrücke erreicht wird, erfolgt durch die Steuereinrichtung die Abschaltung des betroffenen Pumpenantriebs, vorzugsweise beider Pumpenantriebe/ Motoren 24,26.When the check valves are locked, the two pumps in the
Die Ausführung nach
- 1.
- Bohrstange, Ankerstange 1
- 2.
- Bohrkrone 2
- 3.
Bohrfutter 3, Verbindungsstück- 4.
- Vorschubrichtung 4
- 5.
- Drehrichtung 5
- 6.
- Mutter 6 Überwurfmutter 6
- 7.
Kluppen 7Bohrkluppen 7- 8.
Innenkanal Zentralkanal 8- 9.
- Sammelraum 9
- 10.
- Austrittskanälen 10
- 11.
Adapter 11, Injektionskopf- 12.
Innenkanal 12- 13.
Innenkanal 13- 14.
Förderpumpe 14- 15.
Vorratsbehälter 15 für eine aushärtbare Kunststoffmasse- 16.
Förderpumpe 16- 17.
Vorratbehälter 17 für die härtende Kunststoffmasse- 18.
Sammelkanal 18, Zwischenraum- 19.
Gebirge 19- 20.
statischen Mischer 20, Mischelemente- 21.
Einsatzbauteil 21 Mischergehäuse- 22.
- Rückschlagventil/
Kugelventil 22 - 23.
Druckfühler 23- 24.
Motor 24, Pumpenantrieb- 25.
Schlauch 25, Leitung- 26.
Motor 26, Pumpenantrieb- 27.
Schlauch 27, Leitung- 28.
Steuereinrichtung 28, Steuerung- 29.
- Ein/Ausschalter,
Schalter 29 - 30.
- Dichtring, Dichtung
- 31.
Halbschale 31- 32.
Halbschale 32- 33.
Ausnehmung 33- 34.
Ausnehmung 34- 35.
Wulst 35- 36.
Wulst 36- 37.
- Stirnfläche,
Austrittsfläche 37 - 38.
Sperrventil 38, elektromagnetisch- 39.
Sperrventil 39, elektromagnetisch- 40.
Leitung 40- 41.
Leitung 41
Außendurchmesser DA der Bohrstange 1
Innendurchmesser des Gewindes Di
mittleren Durchmesser D2 = (DA + Di)/2
- 1.
- Boring bar, anchor rod 1
- Second
- Drill bit 2
- Third
-
Drill chuck 3, connector - 4th
- Feed direction 4
- 5th
- Direction of rotation 5
- 6th
- Nut 6 union nut 6
- 7th
-
Clamps 7Drill Rigs 7 - 8th.
- Inner channel
central channel 8 - 9th
- Collection room 9
- 10th
- Exit channels 10
- 11th
-
Adapter 11, injection head - 12th
-
Inner channel 12 - 13th
-
Inner channel 13 - 14th
-
Feed pump 14 - 15th
-
Reservoir 15 for a hardenable plastic mass - 16th
-
Feed pump 16 - 17th
-
Storage container 17 for the curing plastic compound - 18th
- Collecting
channel 18, gap - 19th
-
Mountains 19 - 20th
-
static mixer 20, mixing elements - 21st
-
Insert component 21 Mixer housing - 22nd
- Check valve /
ball valve 22 - 23rd
-
Pressure sensor 23 - 24th
-
Motor 24, pump drive - 25th
-
Hose 25, pipe - 26th
-
Motor 26, pump drive - 27th
-
Hose 27, pipe - 28th
-
Control device 28, control - 29th
- On / off switch,
switch 29 - 30th
- Seal, seal
- 31st
-
Half shell 31 - 32nd
-
Half shell 32 - 33rd
-
Recess 33 - 34th
-
Recess 34 - 35th
-
Bead 35 - 36th
-
Bead 36 - 37th
- End face,
exit surface 37 - 38th
- Shut-off
valve 38, electromagnetic - 39th
- Check
valve 39, electromagnetic - 40th
-
Line 40 - 41st
-
Line 41
Outer diameter D A of the boring bar 1
Inner diameter of the thread D i
average diameter D2 = (D A + D i ) / 2
Claims (19)
- A process for setting rock bolts,
in which a bolt rod with an inner channel is introduced into a drill hole,
a free-flowing, self-hardening mass is pressed through the inner channel,
the finished drill hole is filled with the mass and the mass hardens in the drill hole with the bolt rod remaining in the drill hole,
characterised in that
the hardening mass is made from a mixture of a hardenable plastic material and a curing plastic material,
in that the hardening plastic material and the curing plastic material are supplied in a mixed state to the inner channel of the drill rod over a predetermined delivery time F,
in that the plastic materials are so selected and, at a mixing point located a short distance upstream of or in the inner channel, are brought together in such a mixing ratio and mixed to form the mixture that a defined hardening time H is produced, wherein the delivery time F and the hardening time H are matched to one another in such a way
that the delivery time substantially corresponds to the hardening time and substantially results in a complete filling of the flow section with the curing mixture between the mixing point and the exit of the drill hole. - A process according to Claim 1,
characterised in that
the inner channel and the drill hole are flushed with air during and/or after the drilling procedure, and in any case prior to the introduction of the curing mixture. - A process according to Claim 1,
characterised in that
the mixer is arranged in the inner channel. - A process according to Claim 1,
characterised in that
the mixer is a static mixer arranged upstream of the inner channel. - A process according to Claim 1,
characterised in that
the viscosity of the curing mixture in the hardening time is at least 100,000 Pa sec. - A process according to Claim 1,
characterised in that
the curing mixture hardens to such an extent in the hardening time that the torque of the drill rod in the drill hole is greater than the torque which is required to release the drill rod from the drill chuck holding it. - A process according to Claim 1,
characterised in that
a substance or plastic material is added to the curing mixture or one of the components and results in a precross-linking of the components with an increase in the viscosity to more than 500 Pa sec, preferably more than 1000 Pa sec, within and preferably at the start of the hardening time. - A process according to Claim 1,
characterised in that
the entrance of the inner channel of the drill rod is blocked by a non-return valve which is permeable in the filling direction. - A process according to Claim 1,
characterised in that
the hardenable and the curing plastic material is delivered over the delivery time F at a pressure-independent delivery quantity per unit time. - A process according to one of Claims 1-9, characterised in that
the supply of the plastic materials and optional admixtures is switched off or otherwise terminated if a predetermined limit pressure is exceeded. - A process according to one of Claims 1-10, characterised in that,
taking into account the delivery characteristics of the hardening and the curing plastic material, the fill time for the fill volume V to be filled downstream of the mixing point satisfies the equation:
where
V = fill volume of the inner channel downstream of the mixing point and the drill hole
qA = delivery quantity per unit time of the hardenable plastic material
qH = delivery quantity per unit time of the hardening plastic material
dt = time increment
H = hardening time
K = constant taking into account site-dependent conditions, in particular the temperature and the quality of the rock. - A process according to Claim 1,
characterised in that
the plastic components are fed by an injection head (adapter 11),➢ which is continually connected by means of lines to the delivery pumps of the plastic components, which delivery pumps are carried on a transport vehicle (drill truck),➢ which is movably guided between a rest position and an operating position on the drill truck, and➢ which, in the operating position, may be connected in pressure-tight manner by way of a connecting piece to that end of the bolt rod which projects out of the drill hole. - A process according to Claim 12,
characterised in that➢ in the injection head, a stop valve is located in each of the feed lines of the plastic components for the purpose of closing or opening the feed line,➢ in that both stop valves may only be opened and/or closed synchronously with one another in normal operation, and➢ in that the drive motors of the pumps may preferably be switched off in each case by way of a pressure sensor located in the respective feed line when a predeterminable maximum pressure is reached. - A process according to Claim 12,
characterised in that
the plastic lines, which are formed in the injection head and are connected to hoses on the supply side, lead into a smooth, preferably planar, face on the side facing the connecting piece (connecting side of the connecting piece), which face may be flushed by a highpressure jet, preferably a water jet, after the connecting piece has been disconnected. - A process according to Claim 12,
characterised in that
the connecting piece comprises two half shells which may be moved relative to one another perpendicular to the flow direction of the plastic materials guided on the inside and, in the assembled condition, enclose in pressure-tight manner, or otherwise connect, the injection head on the one hand and that end of the bolt rod which projects out of the drill hole on the other. - A process according to Claim 12,
characterised in that
the feed lines of the plastic materials are guided separately from one another in the injection head and in that the plastic materials are brought together in the connecting piece. - A process according to Claim 16,
characterised in that
the static mixer is arranged in the inner channel of the bolt rod. - A process according to Claim 16,
characterised in that
the static mixer is arranged in the connecting piece. - A process according to Claim 18,
characterised in that
the static mixer is constructed in a tube shape with mixing elements located in its mixing pipe and is preferably surrounded by a plastic pipe,
in that, in the assembled condition, the half shells of the connecting piece form a guide channel which lies tightly against the mixing pipe and in which the mixing pipe is preferably form-fittingly, yet readily detachably, fixed at its two ends for support against the entry pressure of the plastic materials entering the mixer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL05810675T PL1805395T3 (en) | 2004-10-21 | 2005-10-21 | Method for embedding rock anchors |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004051498 | 2004-10-21 | ||
PCT/DE2005/001880 WO2006042530A1 (en) | 2004-10-21 | 2005-10-21 | Method for embedding rock anchors |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1805395A1 EP1805395A1 (en) | 2007-07-11 |
EP1805395B1 true EP1805395B1 (en) | 2010-09-08 |
Family
ID=35809725
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05810675A Active EP1805395B1 (en) | 2004-10-21 | 2005-10-21 | Method for embedding rock anchors |
Country Status (11)
Country | Link |
---|---|
US (1) | US20070264088A1 (en) |
EP (1) | EP1805395B1 (en) |
CN (1) | CN101048574B (en) |
AT (1) | ATE480695T1 (en) |
AU (1) | AU2005297473B2 (en) |
CA (1) | CA2584378C (en) |
DE (2) | DE102005050929B4 (en) |
PL (1) | PL1805395T3 (en) |
RU (1) | RU2376474C2 (en) |
WO (1) | WO2006042530A1 (en) |
ZA (1) | ZA200702994B (en) |
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US6291555B1 (en) * | 2000-07-26 | 2001-09-18 | Illinois Tool Works Inc | Highly viscous chemical anchoring adhesive |
DE10124466C1 (en) * | 2001-05-19 | 2003-01-30 | Carbotech Fosroc Gmbh | Organomineralsystem |
AUPR901601A0 (en) * | 2001-11-23 | 2001-12-13 | Celtite Pty Ltd | Improvements in rock bolting |
DE10218718C1 (en) * | 2002-04-26 | 2003-03-27 | Carbotech Fosroc Gmbh | Consolidation of geological formation in underground coal mining using a polyurethane-forming mixture of polyol and polyisocyanate components with an added fatty acid triglyceride without isocyanate-reactive groups |
DE10234255B4 (en) * | 2002-06-27 | 2010-07-01 | Friedr. Ischebeck Gmbh | Use of drilling injection anchors as a surface-supporting reinforcement of a propulsion vaulted screen |
US20040161316A1 (en) * | 2003-02-19 | 2004-08-19 | F.M. Locotos Co., Inc. | Tubular mining bolt and method |
SE526132C2 (en) * | 2003-11-13 | 2005-07-12 | Atlas Copco Rock Drills Ab | Method and apparatus for installing a self-drilling expandable rock bolt and a self-drilling expandable rock bolt |
SE527424C2 (en) * | 2004-07-08 | 2006-02-28 | Atlas Copco Rocktech Ab | Device and method for grouting and fixing reinforcing and / or anchoring elements in rock wall |
-
2005
- 2005-10-21 CA CA2584378A patent/CA2584378C/en active Active
- 2005-10-21 RU RU2007118695/03A patent/RU2376474C2/en active
- 2005-10-21 AU AU2005297473A patent/AU2005297473B2/en not_active Ceased
- 2005-10-21 EP EP05810675A patent/EP1805395B1/en active Active
- 2005-10-21 AT AT05810675T patent/ATE480695T1/en not_active IP Right Cessation
- 2005-10-21 US US11/665,959 patent/US20070264088A1/en not_active Abandoned
- 2005-10-21 CN CN2005800363273A patent/CN101048574B/en not_active Expired - Fee Related
- 2005-10-21 PL PL05810675T patent/PL1805395T3/en unknown
- 2005-10-21 WO PCT/DE2005/001880 patent/WO2006042530A1/en active Search and Examination
- 2005-10-21 DE DE102005050929A patent/DE102005050929B4/en not_active Expired - Fee Related
- 2005-10-21 ZA ZA200702994A patent/ZA200702994B/en unknown
- 2005-10-21 DE DE502005010239T patent/DE502005010239D1/en active Active
Also Published As
Publication number | Publication date |
---|---|
ZA200702994B (en) | 2008-08-27 |
ATE480695T1 (en) | 2010-09-15 |
CA2584378C (en) | 2014-09-09 |
RU2376474C2 (en) | 2009-12-20 |
CA2584378A1 (en) | 2006-04-27 |
RU2007118695A (en) | 2008-11-27 |
WO2006042530A1 (en) | 2006-04-27 |
AU2005297473B2 (en) | 2011-05-12 |
EP1805395A1 (en) | 2007-07-11 |
DE102005050929A1 (en) | 2006-04-27 |
DE502005010239D1 (en) | 2010-10-21 |
AU2005297473A1 (en) | 2006-04-27 |
DE102005050929B4 (en) | 2009-06-04 |
US20070264088A1 (en) | 2007-11-15 |
CN101048574B (en) | 2011-11-02 |
PL1805395T3 (en) | 2011-03-31 |
CN101048574A (en) | 2007-10-03 |
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