CN1304573A - Method for installing of least one pipe line and/or empty conduct in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar - Google Patents
Method for installing of least one pipe line and/or empty conduct in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar Download PDFInfo
- Publication number
- CN1304573A CN1304573A CN99807045.9A CN99807045A CN1304573A CN 1304573 A CN1304573 A CN 1304573A CN 99807045 A CN99807045 A CN 99807045A CN 1304573 A CN1304573 A CN 1304573A
- Authority
- CN
- China
- Prior art keywords
- cable
- pipe
- hose
- hollow pipe
- liner
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 81
- 239000000463 material Substances 0.000 claims description 32
- 239000012850 fabricated material Substances 0.000 claims description 28
- 239000004033 plastic Substances 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 12
- 230000000694 effects Effects 0.000 claims description 10
- 229920005989 resin Polymers 0.000 claims description 10
- 239000011347 resin Substances 0.000 claims description 10
- 208000034189 Sclerosis Diseases 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 9
- 239000007788 liquid Substances 0.000 claims description 7
- 230000005855 radiation Effects 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 4
- 239000003365 glass fiber Substances 0.000 claims description 4
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 238000010438 heat treatment Methods 0.000 claims description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 3
- 230000014759 maintenance of location Effects 0.000 claims description 3
- 239000011707 mineral Substances 0.000 claims description 3
- 238000009941 weaving Methods 0.000 claims description 3
- 230000002427 irreversible effect Effects 0.000 claims description 2
- 230000002829 reductive effect Effects 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 230000009466 transformation Effects 0.000 claims description 2
- 239000004593 Epoxy Substances 0.000 claims 1
- 238000006243 chemical reaction Methods 0.000 claims 1
- 239000003292 glue Substances 0.000 claims 1
- 229920002994 synthetic fiber Polymers 0.000 claims 1
- 239000004753 textile Substances 0.000 claims 1
- 239000002351 wastewater Substances 0.000 description 8
- 239000011230 binding agent Substances 0.000 description 6
- 238000004891 communication Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 5
- 238000009966 trimming Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000003822 epoxy resin Substances 0.000 description 4
- 229920000647 polyepoxide Polymers 0.000 description 4
- 238000007689 inspection Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000005470 impregnation Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 229920001296 polysiloxane Polymers 0.000 description 2
- 238000004382 potting Methods 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009940 knitting Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 230000000670 limiting effect Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
- F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
- F16L55/165—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
- F16L55/1652—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section the flexible liner being pulled into the damaged section
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/44—Mechanical structures for providing tensile strength and external protection for fibres, e.g. optical transmission cables
- G02B6/4439—Auxiliary devices
- G02B6/4459—Ducts; Conduits; Hollow tubes for air blown fibres
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/46—Processes or apparatus adapted for installing or repairing optical fibres or optical cables
- G02B6/50—Underground or underwater installation; Installation through tubing, conduits or ducts
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/46—Processes or apparatus adapted for installing or repairing optical fibres or optical cables
- G02B6/50—Underground or underwater installation; Installation through tubing, conduits or ducts
- G02B6/508—Fixation devices in ducts for drawing cables
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/06—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
- H02G1/08—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/06—Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Electric Cable Installation (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
The invention relates to a method for installing at least one pipe line and/or an empty conduit (2) in supply and sanitation pipes (1) which have already been laid, especially in sewer pipe systems or networks and similar. According to said method, the pipe lines and/or empty conduits being laid are introduced into the pipe (1) and fixed to its wall. The invention is characterised in that a tube- or hose-shaped inner lining (3, 16) is inserted/drawn into the pipe which is already laid and at least one flexible empty conduit and/or a pipeline (2) are arranged in the area of its outer surface.
Description
The present invention relates to a kind of installation method, be used at least one cable and/or hollow pipe are installed in the pipeline that is used as service or discharge tube that has laid, especially be installed in buried pipe system or grid and the similar object.Cable wherein to be laid and/or hollow pipe are presented to pipe interior and are fixed in Qi Bishang.
Communication field demonstrates lasting high growth rate, and its end is also can't see in this growth so far.When particularly centering on the satellite development aspect the territory communication of long-range, big face, data and information by cable underground is transmitted have kept equal importance at least with this mode of transmitting via satellite.In addition, be positioned at the use of underground cable and cable, seem more and more important again along with glass fiber cables.Because this cable can at full speed transmit lot of data.
Especially utilize glass fiber cables, people expect rapidly fast, set up low cost the extensive communication network of coverage rate.The laying of this cable or lead needs a large amount of earth works naturally, has only had mounted hollow pipe or other underground piping to utilize.
With cable and/or hollow pipe install a kind of now practicability method, wherein can be with the information conveyance cable of cable-for example-draw in this hollow pipe, be in existing buried pipe, for example in the drainage pipe that may have very big cross section, on underground tube wall, hammer into staple with fixing spacing by means of cable clamp or pipe clamp, thereby cable that will newly be mounted or hollow pipe are fixed on the wall.This mode is that labour intensity is very high, expense is also very high naturally, and only can be very big at cross section thereby buried pipe that the staff can enter in just can carry out.Only use to have that video camera leads and the robot that monitors carries out this installment work, like that, need not to be under the situation about can be maked an inspection tour, also cable or hollow pipe can be installed at buried pipe.
Also many hollow pipes or cable can be fixed by means of the tensioning snap ring, the latter is tauted on the whole circumference of channel cross-section.Such tensioning snap ring also can be laid by means of robot, the place of installing also comprises the existing buried pipe with smaller cross-sectional area, drainage pipe for example, but this cross section is still enough big for these robots, promptly the diameter of these pipes must be not less than 200mm.This shows that this hollow pipe and the cable of installing afterwards no matter be to utilize pipe clamp or cable clamp, perhaps utilizes above-mentioned tensioning snap ring to fix, and all will stand the test of abominable pipeline service conditions.Waste water stream when such pipe line must bear high discharge washes away and high pressure--and passage cleans.Particularly, rule of thumb want the solid matter in the settled wastewater, thereby want early or late passage at wire card and tightening hoop place.Thereby must consider that these retaining elements of cable of An Zhuaning or hollow pipe possibly can't sustain consequent blockage pressure afterwards.For this cause, if consider the contingent disturbing factor of expectation, the possibility that this method can access enforcement future is little.
In addition, the difficulty of normal passage operation strengthens.Corresponding passage can not seal or carry out pressure check again with the air blast shutoff.
According to DE-U1 298 01 424,, used smooth hollow profile in order to settle cable in the waste pipe that can not make an inspection tour at one, as a cable channel shape, it is made by metal or plastics, perhaps is fixed to be pasted on the inwall of buried pipe, and perhaps staple thereon.For this instrumentation, in the gas pipeline that can not make an inspection tour, water pipe and waste pipe, people need use robot to enter in the corresponding pipeline.
The weak point of this robot system is that passage must be rebuild before this.If passage is not rebuild before this, after robot has hung up properly cable, also need subsequently cable is hidden with covering in the pipe, and this is impossible in most cases technically.And this be crucial, additionally increase the processing step of cost.
The passage repair method has also been arranged, the pipeline section of dimensionally stable of wherein in an old or damaged pipeline, packing into, and be joined to one another.In this measure, the interval between pipe of newly packing into and the old pipe can utilize suitable perfusion material, and promptly a kind of so-called " plugging agent " squeezes and fill in.In the method for this pipe of straightening again of inserting fixed in shape, for example propose by the Hobas Rohre AG company of Switzerland, also advise inserting cable or hollow pipe in the space between new pipe and old buried pipe.This shows, very complicated on this methodological principle, and settle cable or the hollow pipe that is used for telecommunication if desired, always need connect together with installation pipe cover element these dimensionally stables, that make by metal or plastics.
A gut line has been installed, has been that is to say, when the covering of an inside had been arranged, additional cable or hollow pipe were always laid and are interrelated with the trimming of further interior lines.Where passage need be rebuild but also rebuild, and is inessential, even also brings the advantage of economic aspect.
But, this means that when settling this extra cable in the passage that promptly need not to rebuild, relevant trimming causes extra work and extra-pay if in the intact or even brand-new passage of laying.
The objective of the invention is, avoid the above-mentioned shortcoming that exists in the prior art, and a kind of method is provided.Utilize it can in existing passage, additionally lay or settle afterwards cable and/or hollow pipe, and have direct competitiveness with respect to the traditional formula that excavates construction method.Wherein can provide reliable protection for cable and the pipe of settling afterwards, as required can be before or carry out technical feasible trimming subsequently, but be not the task of belonging to essential, and the not operation of limiting channel.In addition, can also cancel follow-up interior lines trimming, wherein, cable in the passage and/or hollow pipe can remain unchanged.
Realize this purpose, rely on a kind of method that begins to mention type.Being characterized as of it pushes the liner of a tubulose or hose-like and/or be pulled in the pipe of having laid, wherein, is mounted with blank pipe and/or cable of a flexibility at least in its outer surface region.
The preferred embodiments of the present invention are provided by dependent claims.
Basic imagination of the present invention is, at existing, buried pipe, underground piping system or the network and the analog that lay, also comprise in the air pipe, advance or draw in the liner of a tubulose, and between the inwall of the outer wall of this liner and existing buried pipe, settle new cable or hollow pipe, so that pack cable subsequently more therein into.Utilize this mode, need not to use extra hanging element or fixed component, just cable and/or hollow pipe single, that will newly lay can be fixed and remained in the buried pipe.In addition, utilize tubular liner to obtain a new level and smooth tube wall, waste water passes it and flows, thereby can not form and stop that it flows through the interference place of buried pipe, perhaps in these zones, forms obstruction because of deposition takes place solid matter entrained in the waste water.On the contrary, the smooth interior surface of so new tubular liner also can promote liquid fluidity.The hollow pipe of all new layings and cable and in buried pipe flowing liquid separate, do not have the corrosion relevant or the danger of wearing and tearing with the new cable of settling.Simultaneously, utilize this method can also make existing buried pipe obtain extra sealing or trimming.Can see, by this method, in fact can obtain unlimited multiple possibility, set up or the enlarging data transmission network with quite simple structure, this be since in the reality facility of all family or other industry and community all link to each other and follow with the waste water underground piping, the latter can access utilization, even those have the buried pipe of relatively little diameter, for example the buried pipe diameter is between 80 to 150mm.This is owing to also can use method of the present invention in these buried pipes.
Following situation may appear, existing mounted buried pipe, buried pipe system or network, if make and to want tubular liner is drawn in, its external diameter must will push or draw in tubular liner less than the internal diameter of buried pipe in this underground piping.Particularly below in the situation, as tubular liner be the flexible pipe of an irreversible transformation, its external diameter should make it be drawn in the buried pipe at an easy rate and go.Next, this flexible pipe passes through adequate measures, as is subjected to a high internal pressure effect, deform, and press to the inwall of buried pipe here, thereby between flexible pipe after the distortion and underground tube wall, cable and/or hollow pipe is squeezed and can not moves.
As such flexible hoses, preferentially select flexible flexible pipe for use.In addition, its cross section should be folded up, thereby forms a flat band.Can simply it be drawn in existing buried pipe or buried pipe system or the network and go.By drawing in this flexible pipe, can simultaneously necessary cable and hollow pipe be placed on its outer surface.When flexible pipe be pulled into go in the underground piping after, hose end can be sealed, and by filling liquid medium or gas medium,, its inwall that is pressed onto buried pipe be got on as compressed air.Hardenable or be subjected to ultraviolet ray-radiation-cured material when if the manufactured materials of flexible pipe is a kind of being heated, then make flexible pipe nestle against the irreversibly fixing sclerosis of inwall by heating or ultraviolet radiation.After flexible pipe is fixed sclerosis, just can get rid of the pressure that in the flexible pipe inner space, acts on.Then, flexible pipe just clings on the inwall of buried pipe tightly, and cable and hollow pipe are maintained fixed.
In principle, cable and/or the hollow pipe (for cable is introduced) that is placed can be placed on any side of tubular liner, thereby make on its any side that is placed in existing buried pipe.But, these hollow pipes and/or cable preferably are placed in the upper area of the obducent outer surface of tubulose, thereby make them after tubular liner installs, and are positioned at the top of buried pipe.
On-the-spot in order to make, be that installment work on the construction site is carried out easily, the tubular liner of use is if collection dress thereby comprised hollow pipe and/or cable in its wall can be favourable.Because deformable flexible pipe as liner, can be integrated in these cables and hollow pipe in the wall.
For the configuration status that hollow pipe to be mounted and/or cable are maintained fixed with it in the installation process of tubular liner, as long as on the lateral surface of the tubular liner that is drawn into or is pushed into, on lateral surface, fix just enough with point mode them along its length.Such point type is fixing also can directly to utilize simple tools to finish in the installation process of tubular liner at the scene.Thereby single pipe that is mounted or cable can directly be fixed on above it when tubular liner is drawn into as required.
If one bar flexible pipe will be drawn in the buried pipe, from the intensity angle, it should be the weaving flexible pipe, wherein, and the preferred glass fibers flexible pipe.In addition, can be used as also useful hardenable resin impregnation that flexible pipe uses, weave flexible pipe and/or flexible hose.Here can select for use as resin to be subjected to a ultraviolet radiation or to be heated those of sclerosis take place, be pressed against the fixedly sclerosis of flexible pipe on the conduit wall so that make the effect of being stressed.Because resin had viscosity before it hardens, on the outer surface of flexible pipe and/or inner surface, should lay one deck hose-like film, make hose wall be unlikely to adhered to one another to together, particularly when flexible pipe is in folded state and is drawn in the buried pipe.
If employed as the liner of tubulose be dimensionally stable, promptly be not that the effect of being stressed becomes under its net shape and the situation with the material of after-hardening after being drawn into, the liner of tubulose is in being placed into buried pipe the time, be curled into the form of helical form, dimensionally stable by band (Bahnenmaterial), will have peculiar advantage.For this reason, a corresponding mechanical structure is placed in one enters in the vertical shaft, and band is sent in this machine as being with continuously.In this machine, should be with (Bahn) to be curled into helical form subsequently, each vertical limit that longitudinally nestles mutually each other that this is spiral-shaped is connected to each other by suitable method, for example by crimping or welding method.Helix tube constantly is pushed in the buried pipe subsequently, and cable that simultaneously will be to be mounted on its outer wall and/or hollow pipe to be mounted are sent into.In order to form the pipe of helical form structure, it can be a metal tape or a plastic tape that employed band draws material.
Another kind of possibility is, under the condition of determining, the preferred liner that uses a kind of plastic tube as tubulose, its wall cross-section, be drawn in the existing buried pipe with folding profile, and next by means of a kind of heated medium under the effect of internal pressure again distortion become its original tube cross section shape.
In order to make pipe dimensionally stable, that constitute tubular liner rest on tightly on the inwall of buried pipe, following method has advantage, wherein, use plastic tube as tubular liner, its pipe cross section mechanically reduced by the drawing pressing method before it is drawn into existing buried pipe, and after being drawn into, by canceling tensile stress, recover original pipe cross section size again.By such measure, the liner of tubulose is closely nestled on underground tube wall, and thereby the hollow pipe and/or the cable that are drawn between the inwall of the outer wall of plastic tube and existing buried pipe are held closely by putting tube wall.
When being placed in cable and/or hollow pipe in existing buried pipe, buried pipe system, grid or the similar object afterwards, preferentially select so-called passage well or other position that is easy to enter to begin.Be fit in the port area at these, can lead in a distributor disk and/or the connecting box being placed in the cable between tubular liner and the existing buried pipe and/or the end of hollow pipe, so that they can be connected to each other to net afterwards in these connecting boxes, perhaps be connected to an existing communication network and get on, perhaps be connected on the electrical network; For hollow pipe same so, can be by connecting box near hollow pipe, cable, can be drawn in the hollow pipe subsequently as data transfer cable.
Be used for constituting the protection on each face simultaneously with the sticking profit of cable and/or hollow pipe and with cable and/or hollow pipe is bonding to each other and be bonded together employed fabricated material with tube wall.When cable and/or hollow pipe fully are embedded among the fabricated material, promptly be similar under the situation of being got up by cast, all the more so.
In another preferred form of implementation, cable to be laid and/or hollow pipe are used the sticking profit of the fabricated material with viscosity.Subsequently, with a assembled hose they are brought in the pipeline and go as the hose-like liner.Therefore assembled hose is expanded out subsequently, and cable and/or hollow pipe are pressed against tube wall and get on, and through the sufficiently long retention time, thereby cable and/or hollow pipe adhere on the wall, and the pressure that acts on the assembled hose is removed.The special advantage of this method is, only use an assembled hose, after cable or hollow pipe are placed in the pipeline that has laid, this flexible pipe can be removed again, and can be used again, thus stay existing pipeline, as only being cable or the hollow pipe that is placed in the buried pipe.Thereby, utilize this method, can be at the same time, with cable and/or hollow pipe abreast, install, and install with other various modes with the spacing of determining.
Employed assembled hose as already mentioned above, after assembling is finished, is preferably taken out from pipe; Under the situation of using this assembled hose of being made by suitable material, assembled hose can repeatedly be used, and cable or hollow pipe are installed in existing supply or the discharge tube/system.
This installation site that cable or hollow pipe are installed on vias inner walls of carrying out afterwards can pre-determine, and correspondingly positioning instant can on assembled hose with these cables for this reason.But, this rigging position in most cases is positioned at the semicircle district, cross section top or the top circular arc district of the pipeline of settling cable and hollow pipe.
Cable to be mounted or hollow pipe are preferably on its entire length scope and embed fabricated material with viscosity, are in a kind of corresponding suitable binder.Subsequently, they are pressed against on the moist vias inner walls with this binding agent, and can be bonded in the there.A kind of epoxy resin like this can be a kind of two components-epoxy resin, and it can be through certain hour or the heat additionally provide is provided or hardens by the radiation of suitable wavelength.
In addition, the loading material that is used for fabricated material or binding agent can use insert layer mineral matter and/or Composite, for example forms such as yarn fabric, knit goods even felt.As required, use suitable material.
Obviously, after bonding and sclerosis, additional cable and underground tube wall link together securely, and preferably be connected in the fabricated material like this, in case of necessity in additional loading material, make cable and/or hollow pipe and fabricated material formation one.If pipeline is a waste pipe, then with respect to the inner space and the waste water of pipeline, cable is by a definite layer of material covers and protect.This material that envelopes cable has to coincide to the smooth transition of buried pipe and with them and vias inner walls shape and is connected with transmission power ground.In case of necessity, an outer cover can be set also, it is used with ribbon form, and promptly a kind of like this band at first is placed on the assembled hose, among laying the cable that will be placed and hollow pipe on this band and being embedded in material.This cover layer also can externally be fixedlyed connected from a side with loading material, and remains after hollow pipe is bonded in the passage.
If employed binding material and loading material have the static materials characteristic value, even may utilize the method for being given to improve the static bearing capacity of the passage of settling cable or hollow pipe.
As being drawn into the assembled hose of going in the pipeline, should preferentially select flat hose for use.The flat hose here, be meant that it is admitted to before the passage, at first can be stacked into flat band, thereby can place cable or hollow pipe in the above, such flexible pipe utilizes suitable fluid after it is drawn into passage, gaseous state or liquid, expand, be embedded in the material with viscosity and go, be pressed against vias inner walls and get on thereby riding position preferentially is selected in cable above it and hollow pipe.For flexible pipe is expanded, can use a kind of gaseous state or also can be liquid medium.Wherein, in most of the cases, the preferred gas medium is as air.For flexible pipe being blown afloat come, the one end can be closed, unless flexible pipe is blown afloat from two ends.
In order to guarantee that fabricated material and cable or hollow pipe can press together best, the girth of flat hose should be smaller slightly with comparing of buried pipe, and should have expansivity, thereby can mate ducted situation.Also comprise the flexible pipe of being made by rubber or silicone in the preferred row, they itself have good separation property with respect to fabricated material.
For assembled hose after guaranteeing hardened material can be thrown off with this material in passage best, in assembled hose and have between the fabricated material or binding agent and/or loading material of viscosity, also can lay separating layer, as paste separate substance or suitable band, as the separating layer of plastic film form.
If the cable that will install in passage and/or hollow pipe should be placed in the side edge (" arch heap (Kaempfer) ") of channel cross-section, it will be very useful that separating layer is fixed on the assembled hose.For this reason, a kind of preferred possibility is brought realization by a clasp joint connection.On separating layer, lay material and cable and/or hollow pipe then, they can be located exactly with respect to channel cross-section like this.
Another kind of possibility is, the separating layer of separating layer, for example form of film is coupled together with one of external bearer material or insert layer by bonding, and it is retained in the passage to secure adhesion when assembled hose is removed in cable and/or the bonding back of hollow pipe.
Exist such possibility, that is, the separating layer of ribbon form is fixed on the assembled hose by means of the two sides adhesive tape.Such adhesive tape can be got rid of from pipeline when assembled hose is removed or thereafter.
Other details of the present invention and feature are providing in the explanation about embodiment subsequently by means of legend.Legend is depicted as:
A cross section of the buried pipe that Figure 1A has laid has a tubular liner that sent into afterwards, that be in folded state, has laid cable and/or hollow pipe above it,
Buried pipe among Figure 1B Figure 1A has the tubular liner that is pressed against on the inwall,
Fig. 2 is used to illustrate the schematic diagram of hose type liner laying method as shown in Figure 1A and 1B,
The cross section of Fig. 3 A, the mounted buried pipe of 3B has two distinct methods stages settling liner, and liner at first is placed into (Fig. 3 A) under deformation state,
The schematic diagram that Fig. 4 A pipeline section is inserted as liner is mounted with the cable or the hollow pipe that are mounted on it,
Fig. 4 B has the cross section of the passage shown in Fig. 4 A of the pipeline section that lays,
Fig. 5 schematic diagram has provided the structure of the communication network of using method of the present invention,
The schematic diagram of Fig. 6 assembling process, according to second form of implementation, in input vertical shaft zone, cable that will be mounted and/or hollow pipe be placed with an assembled hose and
Fig. 7 A, 7B and 7C have provided the cross section of buried pipe respectively, and assembled hose wherein, the cable that is mounted and/or hollow pipe are under the different laying states.
For in the existing underground piping that has laid 1, in underground sewer, settle cable and/or hollow pipe 2, as shown in Figure 2, is to be pulled out by a feed volume 4 with reference to the flexible pipe 3 that is folded into flat band one with the cross section, be lowered in the vertical shaft 6 by a draw roll 5, the latter is in vertical direction between surface 7, street and underground piping 1 or raceway groove 8.This flexible pipe 3 can be weaving flexible pipe and/or a flexible hose, and it is by resin impregnation, thus this flexible pipe 3 or roll over thus the flat band that obtains light, flexibility, easy to use arranged.In the process that this flexible pipe 3 is sent into, send down cable or flexible hollow pipe by the roller 11 of getting the raw materials ready, the unreel that for example are placed on the delivery truck 9, walk around a deflecting roller 10, send down with the flat flexible pipe of folding.In draw roll 5 regions, this cable and/or hollow pipe 2 can be relatively with point mode be fixed in the flat flexible pipe 3 of folding above, thereby these cable/hollow pipes 2 can not be relatively moved.Flexible pipe 3 can be drawn in the passage 1 by means of the drawing rope along direction tractive shown in the arrow 12 in vertical shaft 6 with cable/hollow pipe 2.By vertical shaft 6 easily in the admission passage 1.Flexible pipe 3 is drawn in the passage subsequently, and is pulled to another place, unshowned gateway in Fig. 2 always, as another vertical shaft place, thus can be there near this end.Flexible pipe 3 is on the bottom surface of underground piping 1 with the cable/hollow pipe 2 that is positioned at above it, shown in dashed lines among Fig. 2 13 or among Figure 1A shown in the cross sectional representation of underground piping.Next flexible pipe 3 is cut and sealed in two opened end portions from feed volume 4 and reach air-tightness.By one of these two ends that are closed at least, blast compressed air by the compressor of installing on the truck 9, flexible pipe 3 is blown stick out, and thereby press against on the inwall of underground piping 1.Like this, cable/hollow pipe 2 is pressed against on the top of underground piping 1, shown in Figure 1B.Be in this nestling on the position on the inwall of underground piping 1 at flexible pipe 3, the difference according to flexible pipe 3 kinds of using makes its curing with distinct methods respectively.For example, if flexible pipe 3 flooded the resin that a kind of effect of being heated can be hardened, just heat, so that hardening of resin in the inside of flexible pipe 3.For the hardenable situation of using of the resin hard to bear ultraviolet ray-radiation of energy, carry out irradiation by suitable radiation appliance with Infrared in the inside of flexible pipe 3.After flexible pipe 3 hardens, just internal pressure can be got rid of.Cable and/or hollow pipe 2 are sent to a transmission station 14 and fixing subsequently, and this transmission station is fixed on the wall of vertical shaft 6, is easy to approaching.The end of flexible pipe 3 subsequently just can be fixing suitably in the transitional region of vertical shaft 6 at underground piping 1, makes that the intermediate space between the outside of the wall of underground piping 1 and flexible pipe 3 is sealed.Shown in Figure 1B like that, passage 1 thereby be provided with a smooth liner, it is protected simultaneously and seals with the cable or the hollow pipe 2 that nestle on the inwall of underground piping 1.Can with the cable of necessity, as the data transfer cable of fibre optics cable form, draw among the hollow pipe 2 that is placed between tube 1 and the flexible pipe 3 from passing on station 14 later on.
What go out as depicted in figs. 1 and 2 is such, this in existing underground piping, underground piping system or underground pipeline network, settle the method for cable and/or hollow pipe afterwards, but be a kind of method in common very flexibly, and can utilize existing underground piping system to extend communication network.
Described above is a kind of method that the flat flexible pipe 3 of folding of application flexibility is installed cable and/or hollow pipe 2 in existing buried pipe system.What provide among Fig. 3 A is the cross section of a underground piping 1.Wherein provided the pipe profile that is folded to form by a deformable plastic tube.See that on cross section this plastic tube is inwardly folding from its edge, promptly two edges are folding downwards, and toward each other.Article one, the pipe that is out of shape like this as making with plastic material, demonstrates certain shape stability, as shown in Fig. 3 A under folded state.Above the flexible pipe 3 under this folded state, lay and fixing cable/hollow pipe 2 again, thereby they are towards the wall on underground piping top.After this flexible pipe 3 is positioned properly in underground piping 1, flexible pipe is out of shape by means of heated medium and under the effect of internal pressure, again return to original pipe cross section, thereby it has spread an inner surface for underground piping 1, and simultaneously cable/hollow pipe 2 is pressed against on the inwall of underground piping 1, shown in Fig. 3 B.
The above is to have used the method for flexible pipe as the liner of tubulose.And Fig. 4 A schematically provides is underground piping 1, and it extends between two vertical shafts.Be that with ways and means difference described above in shown in Fig. 4 A, single pipeline section 16 is put down from a vertical shaft 3, by means of a push unit 17 by section be pushed in the underground piping 1.Here, single pipeline section 16 is pegged graft mutually, is welded to one another, and perhaps utilizes screw thread to be screwed in together each other, thereby is connected to each other.Simultaneously, lay cable/hollow pipe 2 at these on above the pipeline section 16, and push ahead with pipeline section 16.These cable/hollow pipes 2 can directly be transported by a deposit automobile according to shown in Figure 2.After pipeline section 16 was delivered to second vertical shaft 3 forward, cable/hollow pipe 2 was admitted to a transmission station 14 again and is fixed there.The Len req of cable/hollow pipe 2 just can be retained down when first pipeline section 16 is admitted to underground piping 1, and these cables or hollow pipe can be extended to changes 14 places, station.If wish, next can in intermediate gaps that may leave or annulus, clamp-on sealing material 15, such shown in Fig. 4 B.
In Fig. 5, schematically provided the net structure of using said method to carry out.For example, set up a new information transmission network, preferably select the main underground piping 1 that has laid of a underground pipeline network, discharge of wastewater pipeline for example, be used, so as between per two adjacent transmission stations 14 liner of a tubulose of use as described above, for example flexible pipe 3 or a plurality of pipeline section 16 are installed many single cable/hollow pipes 2.By existing house joint, be house connection-underground piping, it enters the waste water in a house 18 in the underground piping 1, here also indicate with 1, liner by drawing in a tubulose, preferably select flexible pipe 3 for use in this case, lead/hollow pipe is brought into and they are stuck between this flexible pipe and the buried pipe 1.In house 18, settle a transmission station 14, so that being connected to newly-established network, this resident family gets on.In the transitional region between the main underground piping 1, a special link position 19 can be set at house connection-buried pipe 1, feed house 18 so that there cable/hollow pipe 2 is carried out necessary branch process.
Second embodiment as shown in Figure 6 also is at existing underground piping 101, as a underground piping lay cables and/or hollow pipe 102 to be installed subsequently again.For this reason, still in the zone at vertical shaft 103 places between surface 107, street and underground piping 101 on the vertical direction, prepare the supply material 104 of what a flat assembled hose 105 that stacks.In addition, 103 places get the roller 106 of getting the raw materials ready ready at the supply vertical shaft, are twining the cable/hollow pipe 102 that will lay on it.This roller 106 of getting the raw materials ready for example can carried by truck 108.From truck 108, cable or hollow pipe 102 are broadcasted in the vertical shaft 103 vertically downward by a deflecting roller 109 that is equipped on truck 108 afterbodys.Below deflecting roller 109, on a platform 100, be mounted with a container 111, wherein holding fabricated material 112 with viscosity.On the approximate centre position of container 111, also be mounted with a coating unit 113, it has two guiding and applicator roll 114.Cable/the hollow pipe 102 that gets off from deflecting roller 109 is worn between them and was sent.When cable/hollow pipe 102 is fallen, they at coating unit 113, guiding and applicator roll 114 places by fabricated material 112 from each face, promptly be stained with profit from the two sides.
The fabricated material 112 is here preferably selected two components-epoxy resin for use.
Cable/hollow pipe 102 of being stained with profit like this hangs down below platform 100, with assembled hose 105 and together, and be placed in it above.For this reason, assembled hose 105 unclasps from feed volume 104, through first deflecting roller 115 and second deflecting roller 116 that is erected in vertical shaft 103 edges, wherein particularly second deflecting roller 116 guaranteed, assembled hose 105 is flat band at it in the zone that cable/hollow pipe 2 moves.
Assembled hose 105 can be silicone tubing or rubber hose.
Assembled hose 105 is admitted in the underground piping 101 in the bottom of vertical shaft 103 subsequently with cable and/or hollow pipe 102 placed on it, that be stained with profit with fabricated material 112.In this process of deployment, assembled hose 105 is drawn into along the direction of arrow 117.For this reason, can fix a pull rope in the end of unshowned assembled hose 105, it belongs to a draw-gear not shown further, and this draw-gear is drawn to vertical shaft 103 places that another is connected with underground piping 101 with assembled hose 105.
As seeing among Fig. 6, in the container 111 of fabricated material 112, additionally be placed with two bundles 118 of carrying band 119, for example form is a braid over braid.They are assembled material 112 dippings, and coated subsequently and guide roller 114 guides and is placed on the cable/hollow pipe 102 that will lay from the two sides.
When assembled hose 105 and the cable/hollow pipe 102 that is positioned at above it, also comprise in case of necessity extra carrying band 119 be admitted to go in the underground piping 101 after, the end at another vertical shaft that is not illustrated 103 places that is not illustrated on the assembled hose 105 is closed, and separates with feed volume 104 at vertical shaft shown in Figure 6 103 places.Next the pump on the truck 108 being linked to each other with the inner chamber of assembled hose 105, blast fluid to the flexible pipe inner chamber, is good with air.
The assembled hose 105 and its cable/hollow pipe of laying above 102 and two carrying band 119 residing states that are pulled in the underground piping 101 have been shown among Fig. 7 A, a band wherein is between assembled hose 105 and cable/hollow pipe 102, and another is then on the upper surface of cable/hollow pipe 102.This position from shown in Fig. 7 A blasts air in the inner space of assembled hose 105 by pump, sticks out thereby assembled hose 105 is blown, shown in Fig. 7 B.Along with assembled hose 105 is blown and sticked out, under the effect of pressure, cable/hollow pipe 102, and between carrying band 119, is pressed against on the upper surface of underground piping 101 in fabricated material 112 by potting.
Assembled hose 105 remains on the state that sticks out that blown subsequently, shown in Fig. 7 B like that, up to fabricated material 112 sclerosis, cable/hollow pipe 102 having taken place bonds to each other and be bonded on the wall of underground piping 101 at the top of underground piping 101 segmental arc.For fabricated material 112 is hardened, can heat or use other radiation treatment according to the kind of fabricated material.
After having experienced the sufficiently long retention time, having made that sclerosis has taken place fabricated material 112, just can remove assembled hose 105 pressure inside.Under the effect of elastic shrinkage, assembled hose 105 splits away off from fabricated material 112, thereby can it be pulled out from underground piping 101 by vertical shaft 103 again.102 of cable/hollow pipes stay, as Fig. 7 C is schematically shown.Can see that in loading material 102, on the other hand, it is also covered by the external bearer band 119 towards path 10 1 inner space cable/hollow pipe 102 one side by potting.
The rigging position of cable/hollow pipe 102 on vias inner walls can pre-determine, but in most of the cases, is positioned at the upper semi-circle district of channel cross-section.
Fabricated material, preferred two components-epoxy resin, it also can cold hardening.
Hardening process can be quickened to finish when additionally heating, and promptly can shorten firm time.This can realize by water, air or the steam that makes assembled hose 105 expansions is heated.
Loading material as binding agent can add use mineral matter and/or the textle layers of Composite and the material of woollen yarn knitting and/or woven form.
The effect of assembled hose is not that passage is rebuild or simultaneously as its lining, and only is as repeatedly used assembling aid, and takes out from passage after the binding agent sclerosis.
Claims (47)
1. at least one cable and/or hollow pipe are installed on laid, have and supply with or the ducted method of discharge function, particularly be installed in underground piping-system or underground piping network and the similar object and go, wherein the cable that will lay and/or hollow pipe are placed into and remove and be fixed in Qi Bishang in the pipeline, it is characterized by: a tubulose or hose-like liner are pushed and/or are pulled in the pipeline that has laid go, wherein on its outer surface regions, lay the hollow pipe and/or the cable of a flexibility at least.
2. the method for claim 1, it is characterized by: cable to be laid and/or the sticking fabricated material of hollow pipe apparatus glue profit, then they are gone with sending in the pipeline as the assembled hose of a hose-like liner, assembled hose is expanded then, thereby cable and/or hollow pipe are pressed against tube wall and get on, and experience sufficiently long one period retention time, after making that cable and/or hollow pipe adhere on the wall, the pressure that acts on the assembled hose is removed.
3. the method for claim 1 is characterized by: a deformable flexible pipe is drawn in as liner.
4. method as claimed in claim 3 is characterized by: the second flexible pipe that will be used for liner is inserted into described flexible pipe by means of a kind of pressure medium, and it presses the inwall of underground piping and irreversibly sclerosis.
5. method as claimed in claim 3 is characterized by: flexible pipe does not allow liquid medium to see through.
6. method as claimed in claim 3 is characterized by: be installed with the hole on the flexible pipe.
7. method as claimed in claim 3 is characterized by: flexible pipe is made by the material with textile structural.
8. the method for claim 1 is characterized by: the flexible pipe of an irreversible transformation is drawn in as liner.
9. method as claimed in claim 8, it is characterized by: flexible pipe is drawn in the underground piping, for the underground piping lining is built, by filling medium a kind of gas or liquid flexible pipe is pressed against on the inwall of underground piping, and irreversibly be fixed on the inwall.
1O. the method for claim 1 is characterized by: hollow pipe and/or cable are placed on the outer surface of tubular liner.
11. method as claimed in claim 10 is characterized by: hollow pipe and/or cable are placed on the upper area of outer surface of tubular liner.
12. the method for claim 1 is characterized by: use the liner of a tubulose or hose-like, it includes and collects cable and/or the hollow pipe that is loaded on the wall.
13. the method for claim 1 is characterized by: hollow pipe and/or cable are fixed on its outer surface with dot pattern on the length direction of tubulose or hose-like liner at least.
14. the method for claim 1, it is characterized by: for the liner of tubulose or hose-like is installed, be ready to hollow pipe and/or cable, and when the liner with tubulose or hose-like is pulled in the underground piping, hollow pipe and/or cable be placed on the flexible pipe.
15. the method for claim 1 is characterized by: be used pipe or flexible pipe as tubulose or hose-like liner, its section girth is approximately equal to the underground piping section girth.
16. the method for claim 1 is characterized by: use flexible hose as flexible pipe.
17. method as claimed in claim 16 is characterized by: use a glass fiber hose as flexible hose.
18. method as claimed in claim 16 is characterized by: but use one to be used as flexible pipe with impregnated weaving flexible pipe of hardening resin and/or flexible hose.
19. method as claimed in claim 18 is characterized by: the outside and/or inner surface of flexible pipe covers with the film of hose-like.
20. method as claimed in claim 17 is characterized by: use a kind of resin that utilizes ultraviolet radiation to harden as resin.
21. the method for claim 1 is characterized by: flexible pipe is drawn in the corresponding underground piping by the flat band of folding basically as one.
22. the method for claim 1 is characterized by:, a single data transmission line is drawn in as cable.
23. the method for claim 1 is characterized by: the liner of tubulose or hose-like is made of single pipeline section, and in the time of in being placed into underground piping, they are joined to one another.
24. the method for claim 1 is characterized by: the liner of tubulose is curled by the band helical form in being placed into underground piping the time.
25. the method for claim 1, it is characterized by: as the liner of tubulose or hose-like, use plastic tube, the cross section of its tube wall is drawn in the existing underground piping with the profile of folding up and goes, and next recovers distortion to initial pipe shape of cross section by means of heated medium again under the internal pressure effect.
26. the method for claim 1, it is characterized by: as the liner of tubulose or hose-like, use plastic tube, its pipe cross section was mechanically reduced by the drawing extruding before being drawn into existing underground piping, and after being drawn into, return to its initial pipe cross section again by removing tensile stress.
27. the method for claim 1 is characterized by: after hollow pipe and/or cable shop put, their respective end was admitted in a distribution box or the link box, and the latter is installed in the entry position whereabouts of corresponding underground piping.
28. method as claimed in claim 2 is characterized by: after the pressure cancellation, assembled hose is taken out from pipeline again.
29. method as claimed in claim 2 is characterized by: cable and/or hollow pipe be with the sticking profit of a kind of fabricated material, and this fabricated material is based on two component epoxy that can cold hardening by chemical reaction.
30. method as claimed in claim 2 is characterized by: fabricated material hardens by heating.
31. method as claimed in claim 2 is characterized by: fabricated material is reinforced by insert layer.
32. method as claimed in claim 31 is characterized by:, use the insert layer of mineral matter and/or synthetic material in order to strengthen.
33. method as claimed in claim 31 is characterized by: the insert layer of using form of fabric.
34. method as claimed in claim 31 is characterized by: the insert layer of using yarn fabric and/or knitted fabric and/or braid form.
35. method as claimed in claim 31 is characterized by: the insert layer of using the felt form.
36. method as claimed in claim 2 is characterized by: each side of cable and/or hollow pipe is embedded in the fabricated material.
37. method as claimed in claim 2 is characterized by: a flat hose is admitted in the pipeline as assembled hose.
38. method as claimed in claim 37 is characterized by:, send into a flexible pipe of making by plastics or rubber as flat hose.
39. method as claimed in claim 37 is characterized by: flat hose has extensibility on circumference.
40. method as claimed in claim 2 is characterized by: at assembled hose and binding material and/or loading material or have between the loading material of viscosity and lay a separating layer.
41. method as claimed in claim 40 is characterized by: separating layer is placed on the assembled hose with the form of band (Bahnenmaterial).
42. method as claimed in claim 41 is characterized by: this band is stayed in the pipeline as the covering of cable and/or hollow pipe.
43. method as claimed in claim 41 is characterized by: separating layer mechanically is fixed on the assembled hose.
44. method as claimed in claim 43 is characterized by: separating layer can be thrown off with assembled hose again.
45. method as claimed in claim 41 is characterized by: mechanical type is fixing to bring realization by means of a clasp joint sealing.
46. method as claimed in claim 42 is characterized by: separating layer is fixed on the assembled hose by means of two-sided tape with ribbon form.
47., it is characterized by: after assembled hose is taken out, adhesive tape is got rid of from pipeline as claim 28 or 46 described methods.
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19825325.7 | 1998-06-05 | ||
DE19825325A DE19825325A1 (en) | 1998-06-05 | 1998-06-05 | Method of installing at least one pipe line and/or an empty conduit in already laid supply and sanitation pipes, esp. sewer pipe systems, does not affect operation of pipes |
DE19847785.6 | 1998-10-16 | ||
DE19847785 | 1998-10-16 | ||
DE19921382.8 | 1999-05-10 | ||
DE19921382A DE19921382C2 (en) | 1998-10-16 | 1999-05-10 | Method for installing at least one line and / or an empty pipe in pipes that are used for supply or disposal, in particular sewer pipe systems or networks and the like. |
Publications (1)
Publication Number | Publication Date |
---|---|
CN1304573A true CN1304573A (en) | 2001-07-18 |
Family
ID=27218422
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN99807045.9A Pending CN1304573A (en) | 1998-06-05 | 1999-06-04 | Method for installing of least one pipe line and/or empty conduct in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar |
Country Status (15)
Country | Link |
---|---|
EP (1) | EP1090448A1 (en) |
JP (1) | JP2002518968A (en) |
CN (1) | CN1304573A (en) |
AU (1) | AU4605799A (en) |
BR (1) | BR9911623A (en) |
CA (1) | CA2334017A1 (en) |
CZ (1) | CZ292760B6 (en) |
HU (1) | HUP0102937A3 (en) |
ID (1) | ID28348A (en) |
IL (1) | IL139833A0 (en) |
NO (1) | NO20006162D0 (en) |
PL (1) | PL344684A1 (en) |
RO (1) | RO120228B1 (en) |
SK (1) | SK286292B6 (en) |
WO (1) | WO1999065129A1 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103322295A (en) * | 2013-05-11 | 2013-09-25 | 中煤科工集团武汉设计研究院 | Method for laying long-distance coal delivery pipeline and communication optical fiber cables in one ditch |
CN104670698A (en) * | 2013-12-02 | 2015-06-03 | 圣戈班穆松桥 | Positioning assembly and related method |
CN106917915A (en) * | 2015-12-24 | 2017-07-04 | 天津安纳赛能源科技有限公司 | A kind of offshore installation method of flexible compound internal lining pipe |
CN111425692A (en) * | 2020-03-30 | 2020-07-17 | 杨亚东 | Safety pipeline |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19852572A1 (en) * | 1998-11-13 | 2000-05-31 | Siemens Ag | Cable network with fiber optic cables for installation in pipelines of existing supply line systems |
DE10018380A1 (en) * | 2000-04-13 | 2001-10-18 | Scc Special Comm Cables Gmbh | Cable and/or hose installation method for pipeline or conduit system uses relatively spaced inner and outer sleeves for providing annular gap for locating cable and/or hose |
SE0002436D0 (en) * | 2000-06-28 | 2000-06-28 | Carl Johan Andersson | Method and apparatus for shaft-free laying of cables or the like internally in pipes and hoses |
EP1271737A1 (en) * | 2001-06-27 | 2003-01-02 | Alcatel | Device for fastening a cable in a pipe |
FR2828772B1 (en) * | 2001-08-17 | 2004-06-18 | Novoplastic Sa | INSTALLATION ASSEMBLY COMPRISING A PLURALITY OF DUCTS AND METHOD OF FITTING SUCH AN ASSEMBLY |
NO20042670A (en) * | 2004-06-25 | 2005-11-07 | World Water Ways As | Procedure for laying cloth in water pipes, as well as cloth package for carrying out the procedure |
GB2495067A (en) * | 2010-10-29 | 2013-04-03 | John Petrie | Installing fibre optic cables to the invert of sewer pipes |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02131312A (en) * | 1988-11-04 | 1990-05-21 | Meidensha Corp | Cable laying method onto inner face of conduit |
JPH03195311A (en) * | 1989-12-22 | 1991-08-26 | Nippon Bureen Kk | Method of laying signal wire in conduit |
-
1999
- 1999-06-04 EP EP99929141A patent/EP1090448A1/en not_active Withdrawn
- 1999-06-04 PL PL99344684A patent/PL344684A1/en unknown
- 1999-06-04 IL IL13983399A patent/IL139833A0/en unknown
- 1999-06-04 HU HU0102937A patent/HUP0102937A3/en unknown
- 1999-06-04 BR BR9911623-5A patent/BR9911623A/en not_active Application Discontinuation
- 1999-06-04 CN CN99807045.9A patent/CN1304573A/en active Pending
- 1999-06-04 AU AU46057/99A patent/AU4605799A/en not_active Abandoned
- 1999-06-04 CA CA002334017A patent/CA2334017A1/en not_active Abandoned
- 1999-06-04 SK SK1803-2000A patent/SK286292B6/en unknown
- 1999-06-04 CZ CZ20004512A patent/CZ292760B6/en not_active IP Right Cessation
- 1999-06-04 JP JP2000554039A patent/JP2002518968A/en active Pending
- 1999-06-04 WO PCT/EP1999/003874 patent/WO1999065129A1/en not_active Application Discontinuation
- 1999-06-04 RO ROA200001197A patent/RO120228B1/en unknown
- 1999-06-04 ID IDW20002540A patent/ID28348A/en unknown
-
2000
- 2000-12-04 NO NO20006162A patent/NO20006162D0/en unknown
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103322295A (en) * | 2013-05-11 | 2013-09-25 | 中煤科工集团武汉设计研究院 | Method for laying long-distance coal delivery pipeline and communication optical fiber cables in one ditch |
CN104670698A (en) * | 2013-12-02 | 2015-06-03 | 圣戈班穆松桥 | Positioning assembly and related method |
CN104670698B (en) * | 2013-12-02 | 2019-05-14 | 圣戈班穆松桥 | Locating assembly and associated method |
CN106917915A (en) * | 2015-12-24 | 2017-07-04 | 天津安纳赛能源科技有限公司 | A kind of offshore installation method of flexible compound internal lining pipe |
CN111425692A (en) * | 2020-03-30 | 2020-07-17 | 杨亚东 | Safety pipeline |
Also Published As
Publication number | Publication date |
---|---|
IL139833A0 (en) | 2002-02-10 |
CA2334017A1 (en) | 1999-12-16 |
CZ292760B6 (en) | 2003-12-17 |
SK286292B6 (en) | 2008-07-07 |
HUP0102937A2 (en) | 2001-12-28 |
ID28348A (en) | 2001-05-17 |
EP1090448A1 (en) | 2001-04-11 |
HUP0102937A3 (en) | 2002-02-28 |
RO120228B1 (en) | 2005-10-28 |
BR9911623A (en) | 2001-02-06 |
JP2002518968A (en) | 2002-06-25 |
SK18032000A3 (en) | 2001-06-11 |
WO1999065129A1 (en) | 1999-12-16 |
AU4605799A (en) | 1999-12-30 |
NO20006162L (en) | 2000-12-04 |
PL344684A1 (en) | 2001-11-19 |
CZ20004512A3 (en) | 2001-06-13 |
NO20006162D0 (en) | 2000-12-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1304573A (en) | Method for installing of least one pipe line and/or empty conduct in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar | |
US6311730B2 (en) | Communications conduit installation method and conduit-containing product suitable for use therein | |
US6572306B2 (en) | Method of laying data cables and the like in underground pipes and pipe-cable combinations | |
CN106032867B (en) | The method and its pipeline of pipeline non-excavation rehabilitation reinforcement are carried out with light cured fiber enhancing composite material | |
US20060278290A1 (en) | Method of lining a pipeline | |
EA027973B1 (en) | Pipe and method of construction thereof | |
KR20140022386A (en) | Expandable liner for the protection and strengthening of existing pipes | |
US20010010781A1 (en) | Method of laying data cables and the like in underground pipes and pipe-cable combinations | |
EP1262809A1 (en) | Apparatus for cables laying and conduits renovation and methods of its fabrication and installation | |
CN1221522A (en) | Method and assemble for cleaning and/or insertion of draw line in conduit | |
JPS6131789A (en) | Method of repairing buried pipe | |
WO2020249142A1 (en) | Optical cable protector for laying in small diameter pipes, the supporting system and the method of its laying. | |
DE19921382A1 (en) | Method of installing at least one pipe line and/or an empty conduit in already laid supply and sanitation pipes, esp. sewer pipe systems, does not affect operation of pipes | |
DE102019110627A1 (en) | Pipe module for the discharge of waste water, separation system with the pipe module as well as a method for manufacturing the pipe module | |
KR102216759B1 (en) | Apparatus and method for repairing main pipe or branch pipe or main pipe and branch pipe | |
EP1391973A1 (en) | Conduit glue bag, conduit glue strips and methods for installing cable in sewer pipe | |
CN208967312U (en) | It is a kind of efficiently to block pipe | |
TW571043B (en) | Apparatus for and method of lining passageways | |
KR20010071421A (en) | Method for installing at least one pipe line and/or an empty conduit in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar | |
MXPA00012045A (en) | Method for installing at least one pipe line and/or an empty conduit in supply and sanitation pipes which have already been laid, especially in sewer pipe systems or networks and similar | |
JPH0232711A (en) | Cable laying/collecting method | |
DE202019102308U1 (en) | Pipe module for the discharge of waste water, separation system with the pipe module and installation robot | |
JPH03200103A (en) | Pipeline for pneumatic feeding of optical fiber | |
IT8224849A1 (en) | SYSTEM OF CHANNELS FOR THE DISPERSION OF WASTE WATER AND CONDENSATE WATER | |
JPH03183309A (en) | Installation of cable in underground piping |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |