WO2010112621A1 - Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams - Google Patents
Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams Download PDFInfo
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- WO2010112621A1 WO2010112621A1 PCT/ES2009/000260 ES2009000260W WO2010112621A1 WO 2010112621 A1 WO2010112621 A1 WO 2010112621A1 ES 2009000260 W ES2009000260 W ES 2009000260W WO 2010112621 A1 WO2010112621 A1 WO 2010112621A1
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- WIPO (PCT)
- Prior art keywords
- dams
- joints
- repair
- sealing
- waterways
- Prior art date
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- 239000011435 rock Substances 0.000 title claims abstract description 49
- 238000000034 method Methods 0.000 title claims abstract description 39
- 238000007789 sealing Methods 0.000 title claims abstract description 30
- 230000008439 repair process Effects 0.000 claims abstract description 42
- 238000002347 injection Methods 0.000 claims abstract description 38
- 239000007924 injection Substances 0.000 claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 35
- 239000011347 resin Substances 0.000 claims abstract description 19
- 229920005989 resin Polymers 0.000 claims abstract description 19
- 229920000642 polymer Polymers 0.000 claims abstract description 12
- 238000005336 cracking Methods 0.000 claims description 25
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 238000011084 recovery Methods 0.000 claims description 6
- 238000012360 testing method Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 239000011148 porous material Substances 0.000 claims description 4
- 238000004891 communication Methods 0.000 claims description 3
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 238000013507 mapping Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 1
- 239000000523 sample Substances 0.000 abstract description 2
- 238000007599 discharging Methods 0.000 abstract 1
- 239000000243 solution Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000520 microinjection Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
- E02B7/08—Wall dams
- E02B7/10—Gravity dams, i.e. those in which the weight of the structure prevents overturning
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
Definitions
- the present invention relates to a method of sealing joints, cracks and fissures of the concrete of the dams, as well as the diaclases of the foundation rock, without having to dismantle and maintaining its exploitation during the repair time.
- An effective procedure is proposed and specifically dedicated to the function in question, which gives rise to a repair system for fissures and cracks in dams of simple execution, with low cost and technically appreciable results.
- the characteristics of this system offer to the state of the art a novel, simple, simple and highly economical implementation in comparison with other traditional alternatives.
- rock masses generally used as support for large structures, as well as the concrete itself of all types of works, are fissured, disintegrating into smaller or greater measure and losing, therefore, the original monolithism.
- sealing systems of joints And if this fracturing of both the rock and the structure itself can represent a big problem, it becomes worse when the rock or the structure is under the water, as in the case of dams, certain foundations, piles of bridges, deposits, port dams, and other structures.
- the usual form of repair consists of the injection with cement slurries in the cracks, the injection with low viscosity low pressure resins, the sewing of the structures with bolts and similar methods.
- bands or flashing are usually placed externally, of little use. They are usually expensive solutions with reduced effectiveness, since in no case do they return the structure to its original mechanical and functional state. None of these systems works under water, for which it is required, previously dry the element to be repaired, which is often impossible or the costs, in the case of the unloading of a dam, are socially, politically and economically, unacceptable .
- the proposed procedure comes to solve these problems with a less expensive system, simpler and above all, with the novel solution that develops a great inventive activity, to carry out the repair without the need to proceed to the dismantling of the dam to be repaired.
- the present invention provides the state of the art with novel, simple and easy-to-implement solutions that result in the following advantages:
- First stage With the plans of the structure to be rehabilitated, and the manifestations of the cracks or fissures detected, a first mapping of the breakages to be repaired is drawn.
- Second stage With the cracking planes thus drawn, a network of drills is designed, executed from the coronation of the dam, from galleries or from scaffolds, preferably to rotation with diamond crown and recovery of witness, which cut to the planes of breakage of the structure or the foundation rock mass.
- the distribution of holes will be spaced according to the characteristics of the element to be repaired.
- a submersible TV camera of good resolution, self-illuminated, connected to a monitor and a recorder will be introduced.
- the distance from the chamber to the mouth of the drill will be overprinted on the screen and in the recording. This inspection aims to know the state and size of the cracks or discontinuities to be treated.
- Eighth stage Injection of water at low pressure by the injectors, noting all the incidents, such as communications between drills, admitted flows, leaks to the outside, and other parameters depending on the type of structure to be repaired.
- Tenth stage Injection according to the design made, using a pump capable of injecting even high viscosity fillers, thixotropy greater than 100,000 cP under water, at high pressures, which may exceed 800 atm at the pump outlet, with no polymer miscible in the water, non-polluting and capable of hardening and adhering to the concrete or the rock even within a stream of water.
- the injection process will displace the water from cracks or crevices, being replaced by the self-hardening polymer.
- the very high injection pressure microinjected pores and even hair cracks
- a preferred embodiment of the proposed invention is constituted from a first stage in which with the plans of the structure to be rehabilitated, and the manifestations of the cracks or fissures detected, a first mapping of the breakages to be repaired is drawn.
- a network of holes (6) is designed, executed from the coronation of the dam (2), from galleries (4) or from scaffolds, preferably to rotation with diamond crown and recovery of the control, which cuts to the planes of breakage of the structure or the rock mass of the foundation.
- the distribution of holes (6) will be spaced according to the characteristics of the element to be repaired.
- a third stage proceeds to the execution of the drills (6) and recovery of the core of the perforation, and conservation in appropriate boxes.
- a submersible TV camera of good resolution, self-illuminated, connected to a monitor and a recorder will be introduced.
- the distance from the chamber to the mouth of the bore (6) will be overprinted on the screen and in the recording. This inspection aims to know the state and size of the cracks or discontinuities to be treated.
- the drill holes (6) are analyzed by geophysical equipment. Obtaining data on temperature, resistivity, conductivity, flow rate, and in general all information on the state of the mass to be treated, position and condition of its fissures, cracks or joints (5).
- suitable holes (6) of injectors are placed in Io that prevent the recoil of the injection resin, even at high pressures.
- displacement meters are placed to control the eventual movements of the structure.
- water is injected at low pressure by the injectors, noting all the incidents, such as communications between drills (6), admitted flows, leaks abroad, and other parameters depending on the type of structure to be repaired.
- the injection is designed, choosing the viscosity of the polymer to be used in each zone, the injection sequence, the maximum admissible movements read in the displacement meters, limitations of consumptions of resin, by drill and other circumstances to be taken into account according to the terrain, type of dam and activity.
- injection in accordance with the design made using a pump capable of injecting even high viscosity fillers, thixotropy greater than 100,000 cP under water, at high pressures, which may exceed 800 atm in the pump output, with polymer not immiscible in water, non-polluting and able to harden and adhere to concrete or rock even within a stream of water.
- the injection process will displace the water from cracks or crevices, being replaced by the self-hardening polymer.
- the very high injection pressure microinjected pores and even capillary cracks.
- the obturators are cut and the hole is covered with a repair mortar.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Revetment (AREA)
Abstract
Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, constituted by the repair and sealing of fissures, detachment of the foundation contact and discloses in the rock in dams, by means of the high-pressure injection of polymers, thereby restoring structural integrity and sealing waterways without discharging the reservoir and with service being maintained. First, a plan is drawn up of the fractures and of the drill holes to be injected, which are drilled and examined using a TV camera and geophysical probes with a view to ascertaining the extent of the discontinuities. Next, high-pressure injectors are installed, the area to be injected is washed and polymers, with viscosities even greater than 100,000 cP, at pressure of 600 atm or higher, are injected, which displace the water and fill the fractures, restoring, once the resin has hardened, the initial structural and mechanical characteristics thereof.
Description
PROCEDIMIENTO PARA EL SELLADO DE VÍAS DE AGUA Y REPARACIÓN DE LAS JUNTAS Y LA FISURACIÓN EN PRESAS Y LA ROCA DE CIMENTACIÓN, SIN NECESIDAD DE DESEMBALSAR Y SIN SUSPENDER LA EXPLOTACIÓN. Y REPARACIÓN DE JUNTAS YGRIETAS EN PRESAS. La presente invención se refiere a un procedimiento de sellado de juntas, grietas y fisuras del hormigón de las presas, así como las diaclasas de Ia roca de cimentación, sin necesidad de desembalsar y manteniendo su explotación durante el tiempo de reparación. Se propone un procedimiento efectivo y específicamente dedicado a Ia función en cuestión, que da lugar a un sistema de reparación de las fisuras y grietas en las presas de sencilla ejecución, con bajo coste y resultados técnicamente apreciables. Las características de este sistema ofrecen al estado de Ia técnica una realización novedosa, simple, sencilla y de ejecución altamente económica frente a otras alternativas tradicionales. PROCEDURE FOR THE SEALING OF WATER ROUTES AND REPAIR OF THE JOINTS AND THE FISSURE IN DAMS AND THE ROCK OF FOUNDATION, WITHOUT NEEDING TO DISPOSE AND WITHOUT SUSPENDING THE EXPLOITATION. AND REPAIR OF GASKETS AND GRILLS IN DAMS. The present invention relates to a method of sealing joints, cracks and fissures of the concrete of the dams, as well as the diaclases of the foundation rock, without having to dismantle and maintaining its exploitation during the repair time. An effective procedure is proposed and specifically dedicated to the function in question, which gives rise to a repair system for fissures and cracks in dams of simple execution, with low cost and technically appreciable results. The characteristics of this system offer to the state of the art a novel, simple, simple and highly economical implementation in comparison with other traditional alternatives.
Como consecuencia de Ia acción de agentes exteriores y de cargas tanto estáticas como dinámicas, es frecuente que macizos de roca, generalmente utilizados como apoyo de grandes estructuras, así como el propio hormigón de todo tipo de obras, se fisuren, disgregándose en menor o en mayor medida y perdiendo, por Io tanto el monolitismo original. Igual ocurre con los sistemas de estanquidad de las juntas. Y si esta fracturación tanto de Ia roca como de Ia propia estructura puede representar un gran problema, éste se agrava cuando Ia roca o Ia estructura se encuentran bajo el
agua, como en el caso de presas, determinadas cimentaciones, pilas de puentes, depósitos, diques de puertos, y otras estructuras.As a result of the action of external agents and both static and dynamic loads, it is common that rock masses, generally used as support for large structures, as well as the concrete itself of all types of works, are fissured, disintegrating into smaller or greater measure and losing, therefore, the original monolithism. The same happens with sealing systems of joints. And if this fracturing of both the rock and the structure itself can represent a big problem, it becomes worse when the rock or the structure is under the water, as in the case of dams, certain foundations, piles of bridges, deposits, port dams, and other structures.
La forma de reparación habitual, consiste en Ia inyección con lechadas de cemento en las grietas, Ia inyección con resinas de baja viscosidad a baja presión, el cosido de las estructura con bulones y métodos parecidos. En el caso de las juntas se suelen colocar externamente bandas o tapajuntas, de escasa utilidad. Suelen ser soluciones caras y de efectividad reducida, ya que, en ningún caso devuelven Ia estructura a su estado mecánico y funcional original. Ninguno de estos sistemas funciona bajo agua, por Io que se requiere, dejar en seco previamente el elemento a reparar, Io que es muchas veces imposible o los costes, en el caso del desembalse de una presa, son social, política y económicamente, inasumibles.The usual form of repair consists of the injection with cement slurries in the cracks, the injection with low viscosity low pressure resins, the sewing of the structures with bolts and similar methods. In the case of joints, bands or flashing are usually placed externally, of little use. They are usually expensive solutions with reduced effectiveness, since in no case do they return the structure to its original mechanical and functional state. None of these systems works under water, for which it is required, previously dry the element to be repaired, which is often impossible or the costs, in the case of the unloading of a dam, are socially, politically and economically, unacceptable .
El procedimiento propuesto viene a solucionar estos problemas con un sistema menos costoso, más sencillo y sobre todo, con Ia novedosa solución que desarrolla una gran actividad inventiva, de ejecutar Ia reparación sin necesidad de proceder al desembalse de Ia presa a reparar.The proposed procedure comes to solve these problems with a less expensive system, simpler and above all, with the novel solution that develops a great inventive activity, to carry out the repair without the need to proceed to the dismantling of the dam to be repaired.
Tiene su campo de aplicación dentro de Ia industria de Ia construcción y singularmente dentro de Ia industria auxiliar de mantenimiento de grandes estructuras, más concretamente en Ia reparación y rehabilitación de las masas rocosas y de hormigón de las presas.
No se conoce en este sector de Ia industria ningún procedimiento ni dispositivo con aplicación directa para resolver de una forma específica Ia problemática que soluciona Ia presente invención, que desarrolle un sistema de reparación sin necesidad de desembalsado de Ia presa. Así Ia carencia de un sistema que aporte al estado de Ia técnica las novedosas soluciones propuestas, presenta ante esta invención los siguientes inconvenientes:It has its field of application within the construction industry and singularly within the auxiliary industry of maintenance of large structures, more specifically in the repair and rehabilitation of rock and concrete masses of dams. No procedure or device with direct application is known in this sector of the industry to solve in a specific way the problem solved by the present invention, which develops a repair system without the need to dismantle the dam. Thus, the lack of a system that contributes to the state of the art the novel solutions proposed, presents the following disadvantages to this invention:
Al no poderse realizar Ia reparación con el embalse lleno, los costes de desembalse son elevados, incluso en muchas ocasiones, socialmente inabordables.Since the repair can not be carried out with the reservoir full, the costs of dismantling are high, even in many cases, socially unapproachable.
Al no grabar con TV el interior de los sondeos, ni aplicar en ellos métodos geofísicos, se carece de información adecuada sobre el estado real de las grietas y fisuras, por Io que cualquier reparación se realiza prácticamente a ciegas. No poder inyectar resinas muy viscosas a muy alta presión, compatibles con el agua, impide que el material de inyección penetre por las grietas y poros, única forma de realizar una micro inyección efectiva de las discontinuidades. Así las reparaciones tradicionales con cemento o resinas de baja viscosidad a baja presión, además de que sólo se pueden realizar en seco, tan sólo consiguen rellenos muy escasos de las zonas fracturadas y una deficiente adhesión entre ellas. Con importantes vías de agua en las grietas, los materiales tradicionales, aplicados de forma convencional, son
arrastrados, siendo absolutamente ineficaces y pudiendo contaminar el entorno.By not recording the inside of the probes with TV, nor applying geophysical methods to them, there is a lack of adequate information about the real state of the cracks and fissures, so that any repairs are carried out practically blindly. Not being able to inject highly viscous resins at very high pressure, compatible with water, prevents the injection material from penetrating the cracks and pores, the only way to perform an effective micro injection of the discontinuities. So the traditional repairs with cement or resins of low viscosity at low pressure, besides that they can only be carried out dry, they only get very little fillings from the fractured areas and poor adhesion between them. With important waterways in the cracks, traditional materials, applied in a conventional manner, are dragged, being absolutely ineffective and being able to contaminate the environment.
Las características mecánicas de Ia lechada de cemento siempre son muy inferiores a las del hormigón o Ia roca a reparar, por Io que, aún en el caso improbable de que se consiguiera un perfecto rellenado de todas las fisuras, el macizo nunca recuperaría las propiedades iniciales.The mechanical characteristics of the cement slurry are always much lower than those of the concrete or the rock to be repaired, so that, even in the unlikely event that a perfect filling of all the fissures was achieved, the solid will never recover the initial properties .
En algunos casos, para sellar importantes vías de agua, si no existe Ia posibilidad de desembalsar, se recurre a buzos, con unos costes extraordinariamente elevados y unos resultados bastante mediocres, ya que por este sistema sólo se taponan superficialmente las entradas de agua, pero no se consigue reparar el macizo fisurado.In some cases, to seal important waterways, if there is no possibility of disbanding, divers are resorted to, with extraordinarily high costs and quite mediocre results, since only the water inlets are plugged by this system, but it is not possible to repair the cracked massif.
Ante estos inconvenientes descritos, Ia presente invención aporta al estado de Ia técnica unas soluciones novedosas, sencillas y de fácil ejecución que dan como resultado las siguientes ventajas:In view of these described drawbacks, the present invention provides the state of the art with novel, simple and easy-to-implement solutions that result in the following advantages:
Poder realizar Ia reparación en servicio, con embalse lleno, sin afectar a Ia explotación supone un importantísimo ahorro.Being able to perform the repair in service, with a full reservoir, without affecting the operation, is a very important saving.
El conocimiento previo, antes de inyectar, del estado de las grietas y fisuras, gracias a Ia inspección con cámara de TV y procedimientos de geofísica, permite diseñar Ia forma de realizar el trabajo: viscosidad óptima del material a emplear, tiempo de endurecimiento más adecuado, secuencia de inyección, cantidades
a inyectar por cada taladro, posible puntos de fuga de Ia resina, y otros parámetros.The prior knowledge, before injecting, of the state of the cracks and fissures, thanks to the inspection with TV camera and geophysical procedures, allows to design the way to perform the work: optimal viscosity of the material to be used, hardening time more suitable , injection sequence, quantities to inject for each drill, possible leak points of the resin, and other parameters.
La inyección de resinas muy viscosas, incluso de más deThe injection of very viscous resins, even more than
100.000 cP a muy alta presión, incluso mayor de 800 atm, compatibles con el agua, permite Ia microinyección de fisuras capilares, consiguiendo Ia recomposición del macizo roto, ya sea de hormigón o de roca.100,000 cP at very high pressure, even higher than 800 atm, compatible with water, allows the microinjection of capillary fissures, achieving the recomposition of the broken mass, either concrete or rock.
Las resinas utilizadas, cuando endurecen, incluso bajo agua, presentan unas características mecánicas muy superiores a las del hormigón o Ia roca tratados, por Io que una vez concluido el tratamiento, se comprueba que se ha conseguido devolver a Ia estructura su monolitismo inicial.The resins used, when they harden, even under water, present mechanical characteristics much higher than those of the treated concrete or rock, for which reason once the treatment is completed, it is verified that the initial monolithism has been restored to the structure.
La posibilidad de consolidar macizos de hormigón o roca, incluso bajo importantes cargas de agua, es Ia principal ventaja de este procedimiento y de una gran actividad inventiva, ya que permite Ia reparación de estructuras hidráulicas sin tener que desembalsar, ni recurrir al costosísimo empleo de buzos. La reparación se realiza, por Io tanto en servicio, sin afectar a Ia explotación, aportando al estado de Ia técnica una novedosa tecnología, hasta ahora desconocida.The possibility of consolidating concrete or rock massifs, even under important water loads, is the main advantage of this procedure and of a great inventive activity, since it allows the repair of hydraulic structures without having to dismantle, nor resort to the very expensive use of water. divers. The repair is performed, by Io both in service, without affecting the exploitation, contributing to the state of the art a novel technology, hitherto unknown.
Todos estos elementos conjugados dan lugar a un resultado final en el que se aportan características diferenciadoras significativas frente al estado de Ia técnica actual.
Así, el procedimiento propuesto se constituye a partir de las siguientes etapas:All these conjugated elements give rise to a final result in which significant differentiating characteristics are provided compared to the state of the current technique. Thus, the proposed procedure is constituted from the following stages:
Primera etapa: Con los planos de Ia estructura a rehabilitar, y las manifestaciones de las grietas o fisuras detectadas, se dibuja un primer mapeado de las roturas a reparar.First stage: With the plans of the structure to be rehabilitated, and the manifestations of the cracks or fissures detected, a first mapping of the breakages to be repaired is drawn.
Segunda etapa: Con los planos de fisuración así trazados, se diseña una red de taladros, ejecutados desde Ia coronación de Ia presa, desde galerías o desde andamios, preferiblemente a rotación con corona de diamante y recuperación de testigo, que corten a los planos de rotura de Ia estructura o del macizo rocoso de cimentación. La distribución de taladros se espaciará en función de las características del elemento a reparar.Second stage: With the cracking planes thus drawn, a network of drills is designed, executed from the coronation of the dam, from galleries or from scaffolds, preferably to rotation with diamond crown and recovery of witness, which cut to the planes of breakage of the structure or the foundation rock mass. The distribution of holes will be spaced according to the characteristics of the element to be repaired.
Tercera etapa: Ejecución de los taladros y recuperación de los testigos de Ia perforación, conservación en cajas apropiadas. Los testigos se fotografiarán y analizarán. Con el embalse lleno, y una vez conocidos los posibles pasos de agua, como son las fisuras, grietas o juntas de Ia presa, o el despegue de Ia presa de Ia roca en Ia cimentación, o las grietas o diaclasas de Ia roca, se replantean los taladros que servirán para Ia inyección. Los taladros se realizan desde Ia coronación de Ia presa o las galerías. Una vez alcanzadas con Ia perforación las zonas de paso de agua, al estar el agua a presión en ellas, es necesario colocar rápidamente un obturador dotado de una válvula antirretorno o una llave de bola, para evitar Ia
inundación de Ia galería. Este mismo obturador será posteriormente utilizado para Ia inyección de Ia resina.Third stage: Execution of the drills and recovery of the drilling witnesses, conservation in appropriate boxes. The witnesses will be photographed and analyzed. With the reservoir full, and once known the possible water passages, such as fissures, cracks or joints of the dam, or the takeoff of the dam from the rock in the foundation, or the cracks or diaclases of the rock, rethink the holes that will serve for the injection. The drills are made from the crowning of the dam or the galleries. Once the water passage zones have been reached with the perforation, since the water is under pressure in them, it is necessary to quickly place a shutter equipped with a non-return valve or a ball valve, in order to avoid flooding of the gallery. This same obturator will later be used for the injection of the resin.
Cuarta etapa: En los taladros realizados se introducirá una cámara de TV sumergible, de buena resolución, autoiluminada, conectada a un monitor y una grabadora. La distancia de Ia cámara a Ia boca del taladro aparecerá sobreimpresa en Ia pantalla y en Ia grabación. Esta inspección tiene por objetivo conocer el estado y tamaño de las fisuras o discontinuidades a tratar.Fourth stage: In the drills carried out, a submersible TV camera, of good resolution, self-illuminated, connected to a monitor and a recorder will be introduced. The distance from the chamber to the mouth of the drill will be overprinted on the screen and in the recording. This inspection aims to know the state and size of the cracks or discontinuities to be treated.
Quinta etapa: Análisis de los taladros mediante equipos geofísicos. Obteniendo datos de temperatura, resistividad, conductividad, caudal, y en general toda Ia información sobre el estado del macizo a tratar, posición y estado de sus fisuras, grietas o diaclasas.Fifth stage: Analysis of the drills by geophysical equipment. Obtaining data on temperature, resistivity, conductivity, flow rate, and in general all the information about the state of the mass to be treated, position and condition of its fissures, cracks or joints.
Sexta etapa: Colocación en Io taladros de inyectores adecuados que impidan el retroceso de Ia resina de inyección, incluso con presiones elevadas.Sixth stage: Placement in Io drills of suitable injectors that prevent the recoil of the injection resin, even at high pressures.
Séptima etapa: Colocación de medidores de desplazamientos para controlar los eventuales movimientos de Ia estructura.Seventh stage: Placement of displacement meters to control the eventual movements of the structure.
Octava etapa: Inyección de agua a baja presión por los inyectores, anotando todas las incidencias, como comunicaciones entre taladros, caudales admitidos, fugas al exterior, y otros parámetros en función del tipo de estructura a reparar.Eighth stage: Injection of water at low pressure by the injectors, noting all the incidents, such as communications between drills, admitted flows, leaks to the outside, and other parameters depending on the type of structure to be repaired.
Novena etapa: Con los datos de todos los ensayos y pruebas realizadas, se diseña Ia inyección, eligiendo Ia viscosidad del
polímero a emplear en cada zona, Ia secuencia de inyección, los movimientos máximos admisibles leídos en los medidores de desplazamiento, limitaciones de consumos de resina, por taladro y otras circunstancias a tener en cuenta según el terreno, tipo de presa y actividad.Ninth stage: With the data of all the tests and tests carried out, the injection is designed, choosing the viscosity of the polymer to be used in each zone, the injection sequence, the maximum admissible movements read in the displacement meters, limitations of resin consumption, by drill and other circumstances to be taken into account according to the terrain, type of dam and activity.
Décima etapa: Inyección de acuerdo con el diseño realizado, utilizando una bomba capaz de inyectar incluso masillas de elevada viscosidad, tixotropía mayor de 100.000 cP bajo agua, a altas presiones, que pueden superar los 800 atm en Ia salida de bomba, con polímero no miscible en el agua, no contaminante y capaz de endurecer y adherir al hormigón o Ia roca incluso dentro de una corriente de agua. El procedimiento de inyección desplazará el agua de las fisuras o grietas, siendo sustituido por el polímero autoendurecible. La elevad ísima presión de inyección microinyecta poros e incluso fisuras capilaresTenth stage: Injection according to the design made, using a pump capable of injecting even high viscosity fillers, thixotropy greater than 100,000 cP under water, at high pressures, which may exceed 800 atm at the pump outlet, with no polymer miscible in the water, non-polluting and capable of hardening and adhering to the concrete or the rock even within a stream of water. The injection process will displace the water from cracks or crevices, being replaced by the self-hardening polymer. The very high injection pressure microinjected pores and even hair cracks
Onceava etapa: Una vez concluida Ia inyección y endurecida Ia resina, se cortan los obturadores y se disimula el orificio con un mortero de reparación.Eleventh stage: Once the injection is finished and the resin has hardened, the obturators are cut and the hole is covered with a repair mortar.
Para una mejor comprensión de esta memoria descriptiva se acompañan unos dibujos que a modo de ejemplo no limitativo, describen una realización preferida de Ia invención:For a better understanding of this specification, some drawings are attached which, by way of non-limiting example, describe a preferred embodiment of the invention:
Figura 1.- EsquemaFigure 1.- Scheme
En dichas figuras se destacan los siguientes elementos numerados:
1.- Embalse 2.- PresaIn these figures the following numbered elements stand out: 1.- Reservoir 2.- Dam
3.- Grietas o juntas en Ia presa 4.- Galerías 5.- Grieta o diaclasa en Ia roca3.- Cracks or joints in the dam 4.- Galleries 5.- Crack or diaclasa in the rock
6.- Taladros de inyección 7.- Despegue de Ia presa en Ia roca6.- Injection drills 7.- Take off of the dam in the rock
Una realización preferida de Ia invención propuesta, se constituye a partir de una primera etapa en Ia que con los planos de Ia estructura a rehabilitar, y las manifestaciones de las grietas o fisuras detectadas, se dibuja un primer mapeado de las roturas a reparar. En una segunda etapa con los planos de fisu ración así trazados, se diseña una red de taladros (6), ejecutados desde Ia coronación de Ia presa (2), desde galerías (4) o desde andamios, preferiblemente a rotación con corona de diamante y recuperación de testigo, que corten a los planos de rotura de Ia estructura o del macizo rocoso de cimentación. La distribución de taladros (6) se espaciará en función de las características del elemento a reparar. En una tercera etapa se procede a Ia ejecución de los taladros (6) y recuperación de los testigos de Ia perforación, y conservación en cajas apropiadas. Los testigos se fotografiarán y analizarán. Con el embalse lleno (1), y una vez conocidos los posibles pasos de agua, como son las fisuras, grietas o juntas de Ia presa (3), o el despegue de Ia presa de Ia roca en Ia cimentación (7), o las grietas o diaclasas de Ia roca (5), se
replantean los taladros (6) que servirán para Ia inyección. Los taladros se realizan desde Ia coronación de Ia presa o las galerías (4). Una vez alcanzadas con Ia perforación las zonas de paso de agua (3, 5 y 7), al estar el agua a presión en ellas, es necesario colocar rápidamente un obturador dotado de una válvula antirretomo o una llave de bola, para evitar Ia inundación de Ia galería. Este mismo obturador será posteriormente utilizado para Ia inyección de Ia resina. En una cuarta etapa en los taladros (6) realizados se introducirá una cámara de TV sumergible, de buena resolución, autoiluminada, conectada a un monitor y una grabadora. La distancia de Ia cámara a Ia boca del taladro (6) aparecerá sobreimpresa en Ia pantalla y en Ia grabación. Esta inspección tiene por objetivo conocer el estado y tamaño de las fisuras o discontinuidades a tratar.A preferred embodiment of the proposed invention is constituted from a first stage in which with the plans of the structure to be rehabilitated, and the manifestations of the cracks or fissures detected, a first mapping of the breakages to be repaired is drawn. In a second stage with the planes of fissure thus drawn, a network of holes (6) is designed, executed from the coronation of the dam (2), from galleries (4) or from scaffolds, preferably to rotation with diamond crown and recovery of the control, which cuts to the planes of breakage of the structure or the rock mass of the foundation. The distribution of holes (6) will be spaced according to the characteristics of the element to be repaired. In a third stage proceeds to the execution of the drills (6) and recovery of the core of the perforation, and conservation in appropriate boxes. The witnesses will be photographed and analyzed. With the reservoir full (1), and once known the possible water passages, such as fissures, cracks or joints of the dam (3), or the takeoff of the dam from the rock in the foundation (7), or the cracks or diaclases of the rock (5), rethink the holes (6) that will serve for the injection. The holes are made from the crown of the dam or the galleries (4). Once the water passage areas (3, 5 and 7) have been reached with the perforation, since the water is under pressure in them, it is necessary to quickly place a shutter equipped with an antirretomo valve or a ball valve, to avoid flooding of the gallery. This same obturator will later be used for the injection of the resin. In a fourth stage in the drilled holes (6) a submersible TV camera, of good resolution, self-illuminated, connected to a monitor and a recorder will be introduced. The distance from the chamber to the mouth of the bore (6) will be overprinted on the screen and in the recording. This inspection aims to know the state and size of the cracks or discontinuities to be treated.
En una quinta etapa se efectúa el análisis de los taladros (6) mediante equipos geofísicos. Obteniendo datos de temperatura, resistividad, conductividad, caudal, y en general toda Ia información sobre el estado del macizo a tratar, posición y estado de sus fisuras, grietas o diaclasas (5). En una sexta etapa se colocan en Io taladros (6) de inyectores adecuados que impidan el retroceso de Ia resina de inyección, incluso con presiones elevadas. En una séptima etapa se procede a Ia colocación de medidores de desplazamientos para controlar los eventuales movimientos de Ia estructura. En una octava etapa se inyecta agua a baja presión por los inyectores, anotando todas las incidencias, como comunicaciones entre taladros (6),
caudales admitidos, fugas al exterior, y otros parámetros en función del tipo de estructura a reparar. En una novena etapa, con los datos de todos los ensayos y pruebas realizadas, se diseña Ia inyección, eligiendo Ia viscosidad del polímero a emplear en cada zona, Ia secuencia de inyección, los movimientos máximos admisibles leídos en los medidores de desplazamiento, limitaciones de consumos de resina, por taladro y otras circunstancias a tener en cuenta según el terreno, tipo de presa y actividad. En una décima etapa, inyección de acuerdo con el diseño realizado, utilizando una bomba capaz de inyectar incluso masillas de elevada viscosidad, tixotropía mayor de 100.000 cP bajo agua, a altas presiones, que pueden superar los 800 atm en Ia salida de bomba, con polímero no miscible en el agua, no contaminante y capaz de endurecer y adherir al hormigón o la roca incluso dentro de una corriente de agua. El procedimiento de inyección desplazará el agua de las fisuras o grietas, siendo sustituido por el polímero autoendurecible. La elevad ísima presión de inyección microinyecta poros e incluso fisuras capilares. En una onceava etapa, una vez concluida Ia inyección y endurecida Ia resina, se cortan los obturadores y se disimula el orificio con un mortero de reparación.
In a fifth stage, the drill holes (6) are analyzed by geophysical equipment. Obtaining data on temperature, resistivity, conductivity, flow rate, and in general all information on the state of the mass to be treated, position and condition of its fissures, cracks or joints (5). In a sixth stage, suitable holes (6) of injectors are placed in Io that prevent the recoil of the injection resin, even at high pressures. In a seventh stage, displacement meters are placed to control the eventual movements of the structure. In an eighth stage, water is injected at low pressure by the injectors, noting all the incidents, such as communications between drills (6), admitted flows, leaks abroad, and other parameters depending on the type of structure to be repaired. In a ninth stage, with the data of all the tests and tests carried out, the injection is designed, choosing the viscosity of the polymer to be used in each zone, the injection sequence, the maximum admissible movements read in the displacement meters, limitations of consumptions of resin, by drill and other circumstances to be taken into account according to the terrain, type of dam and activity. In a tenth stage, injection in accordance with the design made, using a pump capable of injecting even high viscosity fillers, thixotropy greater than 100,000 cP under water, at high pressures, which may exceed 800 atm in the pump output, with polymer not immiscible in water, non-polluting and able to harden and adhere to concrete or rock even within a stream of water. The injection process will displace the water from cracks or crevices, being replaced by the self-hardening polymer. The very high injection pressure microinjected pores and even capillary cracks. In an eleventh stage, once the injection is finished and the resin has hardened, the obturators are cut and the hole is covered with a repair mortar.
Claims
1.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación constituido a partir de una primera etapa con los planos de Ia estructura a rehabilitar, y las manifestaciones de las grietas o fisuras detectadas, se dibuja un primer mapeado de las roturas a reparar Caracterizado porque en una segunda etapa con los planos de fisuración así trazados, se diseña una red de taladros. 1.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the operation constituted from a first stage with the plans of the structure to be rehabilitated, and the manifestations of the cracks or fissures detected, a first mapping of the breakages to be repaired is drawn Characterized because in a second stage with the cracking planes thus drawn, a network of drills is designed.
2.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicación 1 , caracterizado porque los taladros son ejecutados desde Ia coronación de Ia presa, desde galerías o desde andamios. 2.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claim 1, characterized in that the drills are executed from the crowning of the dam, from galleries or from scaffolding.
3.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 y 2, caracterizado porque los taladros se efectúa preferiblemente a rotación con corona de diamante y recuperación de testigo, que corten a los planos de rotura de Ia estructura o del macizo rocoso de cimentación.3.- Procedure for sealing waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 and 2, characterized in that the holes are preferably made in rotation with crown of diamond and core recovery, which cut to the breaking planes of the structure or the rock mass of foundation.
4.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 3, caracterizado porque Ia distribución de taladros se espaciará en función de las características del elemento a reparar.4.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 3, characterized in that the distribution of holes will be spaced according to the characteristics of the element to be repaired.
5.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisu ración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 4, caracterizado porque en una tercera etapa se ejecutan los taladros y recuperación de los testigos de Ia perforación, conservación en cajas apropiadas. 5.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 4, characterized in that in a third stage the drills are executed and recovery of the core of the perforation, conservation in appropriate boxes.
6.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisu ración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 5, caracterizado porque los testigos se fotografiarán y analizarán. 6.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 to 5, characterized in that the witnesses will be photographed and analyzed.
7.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 6, caracterizado porque con el embalse lleno, y una vez conocidos los posibles pasos de agua, como son las fisuras, grietas o juntas de Ia presa, o el despegue de Ia presa de Ia roca en Ia cimentación, o las grietas o diaclasas de Ia roca, se replantean los taladros que servirán para Ia inyección.7.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 to 6, characterized in that with the reservoir full, and once known the possible water passages, such as fissures, cracks or joints of the dam, or the takeoff of the dam from the rock in the foundation, or the cracks or diaclases of the rock, are rethinking the holes that will serve for the injection.
8.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 7, caracterizado porque los taladros se realizan desde Ia coronación de Ia presa o las galerías.8.- Procedure for sealing waterways and repair of joints and cracking in dams and foundation rock without need to untangle and without suspending the exploitation according to claims 1 to 7, characterized in that the holes are made from the crowning of the dam or the galleries.
9.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 8, caracterizado porque una vez alcanzadas con Ia perforación las zonas de paso de agua, al estar el agua a presión en ellas, es necesario colocar rápidamente un obturador dotado de una válvula antirretorno o una llave de bola, para evitar Ia inundación de Ia galería.9.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 8, characterized in that once reached with the perforation the passage areas of water, when the water is under pressure in them, it is necessary to quickly place a shutter equipped with a check valve or a ball valve, to avoid the flooding of the gallery.
10.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 9, caracterizado porque el obturador será posteriormente utilizado para Ia inyección de Ia resina.10.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the operation according to claims 1 to 9, characterized in that the obturator will be subsequently used for the injection of the resin.
11.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 10, caracterizado porque en una cuarta etapa, en los taladros realizados se introducirá una cámara de TV sumergible, de buena resolución, autoiluminada, conectada a un monitor y una grabadora. 11.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 10, characterized in that in a fourth stage, in the drills made will introduce a submersible TV camera, of good resolution, self-illuminated, connected to a monitor and a recorder.
12.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 11 , caracterizado porque Ia distancia de Ia cámara a Ia boca del taladro aparecerá sobreimpresa en Ia pantalla y en Ia grabación con objeto de conocer el estado y tamaño de las fisuras o discontinuidades a tratar.12.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 to 11, characterized in that the distance from the chamber to the mouth of the drill it will be printed on the screen and in the recording in order to know the state and size of the cracks or discontinuities to be treated.
13.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 12, caracterizado porque en una quinta etapa se realizan análisis de los taladros mediante equipos geofísicos, obteniendo datos de temperatura, resistividad, conductividad, caudal, y en general toda Ia información sobre el estado del macizo a tratar, posición y estado de sus fisuras, grietas o diaclasas.13.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 12, characterized in that in a fifth stage drill analysis is performed by means of geophysical equipment, obtaining data on temperature, resistivity, conductivity, flow rate, and in general all the information on the state of the mass to be treated, position and state of its fissures, cracks or diaclases.
14.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 13, caracterizado porque en una sexta etapa se procede a Ia colocación en Io taladros de inyectores adecuados que impidan el retroceso de Ia resina de inyección, incluso con presiones elevadas.14.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 13, characterized in that in a sixth stage the installation is carried out in Io suitable injectors holes that prevent the recoil of the injection resin, even at high pressures.
15.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 14, caracterizado porque en una séptima etapa se procede a Ia colocación de medidores de desplazamientos para controlar los eventuales movimientos de Ia estructura. 15.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without need to unpack and without suspending the exploitation according to claims 1 to 14, characterized in that in a seventh stage the positioning of displacement meters is controlled to control the eventual movements of the structure.
16.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 15, caracterizado porque en una octava etapa se realiza inyecciones de agua a baja presión por los inyectores. 16.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 to 15, characterized in that in an eighth stage injections of water are made to low pressure by the injectors.
17.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 16, caracterizado porque se anota todas las incidencias, derivadas de Ia inyección de agua, como comunicaciones entre taladros, caudales admitidos, fugas al exterior, y otros parámetros en función del tipo de estructura a reparar.17.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 16, characterized in that all the incidents, derived from the injection, are recorded. of water, such as communications between drills, admitted flows, leaks to the outside, and other parameters depending on the type of structure to be repaired.
18.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 17, caracterizado porque en una novena etapa, con los datos de todos los ensayos y pruebas realizadas, se diseña Ia inyección, eligiendo Ia viscosidad del polímero a emplear en cada zona, Ia secuencia de inyección, los movimientos máximos admisibles leídos en los medidores de desplazamiento, limitaciones de consumos de resina, por taladro y otras circunstancias a tener en cuenta según el terreno, tipo de presa y actividad.18.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to untangle and without suspending the exploitation according to claims 1 to 17, characterized in that in a ninth stage, with the data of all the tests and tests carried out, the injection is designed, choosing the viscosity of the polymer to be used in each zone, the injection sequence, the maximum admissible movements read in the displacement meters, limitations of resin consumption, by drill and other circumstances to be taken into account according to the terrain, type of dam and activity.
19.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 18, caracterizado porque en una décima etapa se realiza Ia inyección de acuerdo con el diseño realizado.19.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 18, characterized in that in a tenth stage the injection is made according to with the design made.
20.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 19, caracterizado porque en Ia inyección de polímero se utiliza una bomba capaz de inyectar incluso masillas de elevada viscosidad, tixotropía mayor de 100.000 cP bajo agua, a altas presiones, que pueden superar los 800 atm en Ia salida de bomba, con polímero no miscible en el agua, no contaminante y capaz de endurecer y adherir al hormigón o Ia roca incluso dentro de una corriente de agua.20.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and suspend the exploitation according to claims 1 to 19, characterized in that in the polymer injection a pump is used capable of injecting even high viscosity fillers, thixotropy greater than 100,000 cP under water, at high pressures, which can exceed 800 atm in the pump outlet, with polymer immiscible in water, non-polluting and able to harden and adhere to concrete or the rock even within a stream of water.
21.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 20, caracterizado porque el procedimiento de inyección desplazará el agua de las fisuras o grietas, siendo sustituido por el polímero autoendurecible. 21.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without having to dismantle and without suspending the exploitation according to claims 1 to 20, characterized in that the injection process will displace the water from the fissures or cracks, being replaced by the self-hardening polymer.
22.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 21 , caracterizado porque Ia elevad ísima presión de inyección microinyecta poros e incluso fisuras capilares22.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 21, characterized in that the very high injection pressure microinjected pores and even capillaries
23.- Procedimiento para el sellado de vías de agua y reparación de juntas y fisuración en presas y roca de cimentación sin necesidad de desembalsar y sin suspender Ia explotación según reivindicaciones 1 a 22, caracterizado porque en una onceava etapa, una vez concluida Ia inyección y endurecida Ia resina, se cortan los obturadores y se disimula el orificio con un mortero de reparación.23.- Procedure for the sealing of waterways and repair of joints and cracking in dams and foundation rock without the need to dismantle and without suspending the exploitation according to claims 1 to 22, characterized in that in an eleventh stage, once the injection is finished and the resin hardened, the obturators are cut and the orifice is concealed with a repair mortar.
24.- Reparación de juntas y grietas en presa caracterizada porque está constituido por el producto obtenido a partir de las etapas anteriormente descritas. 24.- Repair of joints and cracks in prey, characterized in that it is constituted by the product obtained from the previously described stages.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ESP200900864 | 2009-03-30 | ||
| ES200900864A ES2346030B1 (en) | 2009-03-30 | 2009-03-30 | PROCEDURE FOR SEALING WATER ROADS AND REPAIR OF THE BOARDS AND FISURATION IN DAMS AND THE FOUNDATION ROCK, WITHOUT NEED TO UNPACK AND WITHOUT SUSPENDING THE EXPLOITATION. AND REPAIR OF JOINTS AND CRACKS IN DAMS. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010112621A1 true WO2010112621A1 (en) | 2010-10-07 |
Family
ID=42752454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/ES2009/000260 WO2010112621A1 (en) | 2009-03-30 | 2009-05-14 | Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams |
Country Status (2)
| Country | Link |
|---|---|
| ES (1) | ES2346030B1 (en) |
| WO (1) | WO2010112621A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105648984A (en) * | 2016-01-07 | 2016-06-08 | 中国电建集团华东勘测设计研究院有限公司 | Repair structure for concrete panel buckling damage and construction method |
| CN105696514A (en) * | 2016-02-26 | 2016-06-22 | 叶兴 | Multi-stage self-collapsing closed headwork |
| RU2754380C1 (en) * | 2020-12-21 | 2021-09-01 | Публичное акционерное общество "Федеральная гидрогенерирующая компания - РусГидро" (ПАО "РусГидро") | Method for eliminating leaks and increased filtration of soil hydraulic structures |
| RU2804631C1 (en) * | 2022-09-29 | 2023-10-03 | Акционерная Компания "АЛРОСА" (публичное акционерное общество) (АК "АЛРОСА" (ПАО)) | Method for creating intraground protection of hydraulic structures in cryolithozone |
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| JPH06301411A (en) * | 1993-04-16 | 1994-10-28 | Daihen Corp | Method for calibrating installation error of industrial robot system and calibration controller |
| JP2002047630A (en) * | 2000-08-02 | 2002-02-15 | Eikou Sangyo Kk | Water leakage preventive construction method of dam |
| JP2006112067A (en) * | 2004-10-13 | 2006-04-27 | Kumagai Gumi Co Ltd | Method of repairing crack in concrete |
| JP2007046348A (en) * | 2005-08-10 | 2007-02-22 | Shimizu Corp | Repairing and reinforcing structure for concrete dam |
| WO2009024628A1 (en) * | 2007-08-21 | 2009-02-26 | HIDRAÙLICA, CONSTRUCCIÓN Y CONSERVAClÓN, S. A. | Drain rehabilitation system using high-pressure water |
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- 2009-03-30 ES ES200900864A patent/ES2346030B1/en not_active Expired - Fee Related
- 2009-05-14 WO PCT/ES2009/000260 patent/WO2010112621A1/en active Application Filing
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06301411A (en) * | 1993-04-16 | 1994-10-28 | Daihen Corp | Method for calibrating installation error of industrial robot system and calibration controller |
| JP2002047630A (en) * | 2000-08-02 | 2002-02-15 | Eikou Sangyo Kk | Water leakage preventive construction method of dam |
| JP2006112067A (en) * | 2004-10-13 | 2006-04-27 | Kumagai Gumi Co Ltd | Method of repairing crack in concrete |
| JP2007046348A (en) * | 2005-08-10 | 2007-02-22 | Shimizu Corp | Repairing and reinforcing structure for concrete dam |
| WO2009024628A1 (en) * | 2007-08-21 | 2009-02-26 | HIDRAÙLICA, CONSTRUCCIÓN Y CONSERVAClÓN, S. A. | Drain rehabilitation system using high-pressure water |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105648984A (en) * | 2016-01-07 | 2016-06-08 | 中国电建集团华东勘测设计研究院有限公司 | Repair structure for concrete panel buckling damage and construction method |
| CN105696514A (en) * | 2016-02-26 | 2016-06-22 | 叶兴 | Multi-stage self-collapsing closed headwork |
| RU2754380C1 (en) * | 2020-12-21 | 2021-09-01 | Публичное акционерное общество "Федеральная гидрогенерирующая компания - РусГидро" (ПАО "РусГидро") | Method for eliminating leaks and increased filtration of soil hydraulic structures |
| RU2804631C1 (en) * | 2022-09-29 | 2023-10-03 | Акционерная Компания "АЛРОСА" (публичное акционерное общество) (АК "АЛРОСА" (ПАО)) | Method for creating intraground protection of hydraulic structures in cryolithozone |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2346030A1 (en) | 2010-10-07 |
| ES2346030B1 (en) | 2011-06-15 |
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