Крепь горной выработки

Полезная модель относится к горному делу, в частности к обеспечению устойчивости горной выработки. Техническим результатом изобретения является повышение прочности и скорости возведения крепи горной выработки. Крепь горной выработки состоит из рам металлической крепи из спецпрофиля, слоя бетонной крепи, рулонного матерчатого покрытия между рамами металлической крепи, имеющего внутренние поперечные каналы, в которых расположены стержни из армированной стали. 2 ил. Ц 1 175401 ко РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) (11) аз даа д (13) (51) МПК Е21О 11/10 (2006.0Т) Е21Р 5 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21)(22) Заявка: 2017109467, 21.03.2017 (24) Дата начала отсчета срока действия патента: 21.03.2017 Дата регистрации: 04.12.2017 Приоритет(ы): (22) Дата подачи заявки: 21.03.2017 (45) Опубликовано: 04.12.2017 Бюл. № 34 Адрес для переписки: 650000, г. Кемерово, ул. Орджоникидзе, 7, кв. 31, Тациенко В.П. (72) Автор(ы): Тациенко Виктор Прокопьевич (КО), Мешков Анатолий Алексеевич (КО), Лисковец Александр Сергеевич (КО), Харитонов Игорь Леонидович (КО), Волков Михаил Александрович (КП) (73) Патентообладатель(и): Тациенко Виктор Прокопьевич (КП) (56) Список документов, цитированных в отчете о поиске: КО 69156 11, 10.12.2007. 59 752016 А1, 30.07.1980. КО 2457332 С1, 27.07.2012. ВЧ 59726 01, 27.12.2006. ВО 69155 11, 10.12.2007. 0$ 4997317 А, 05.03.1991. (54) Крепь горной выработки (57) Реферат: Полезная модель относится к горному делу, в частности к обеспечению устойчивости горной выработки. Техническим результатом изобретения является повышение прочности и скорости возведения крепи горной выработки. Крепь горной выработки состоит из рам Стр.: 1 металлической крепи из спецпрофиля, слоя бетонной крепи, рулонного матерчатого покрытия между рамами металлической крепи, имеющего внутренние поперечные каналы, в которых расположены стержни из армированной стали. 2 ил. па ГОА ДЬ ЕП 10 15 20 25 30 35 40 45 КО 175401 91 Полезная ...

SYSTEM FOR STORING POTENTIAL ENERGY AND METHOD FOR PRODUCING SUCH A SYSTEM

A system for storing potential energy includes a hydraulic cylinder, a mass to be lifted, and a sealing ring at the edge of the mass to be lifted. The mass to be lifted is a solid rock mass in the form of a cut-out solid rock. The hydraulic cylinder is formed by the cavity between surrounding rocks and the cut-out solid rock. The cavity is sealed with respect to the surrounding rocks by the sealing ring. A method for producing such a system is also provided. 1. A system for storing potential energy , comprising:a hydraulic cylinder;a mass to be lifted; anda sealing ring at an edge of the mass to be lifted, wherein the mass to be lifted is a solid rock mass, which is represented by a cut-out solid rock, wherein the hydraulic cylinder is formed by a cavity between surrounding rocks and the cut-out solid rock, and wherein the cavity is sealed from the surrounding rocks by the sealing ring.2. The system for storing potential energy as claimed in claim 1 , further comprising:one or more ballasts arranged on the upper side of the mass to be lifted.3. The system for storing potential energy as claimed in claim 1 , wherein the sealing ring has a cone which surrounds the circumference of the mass to be lifted and in which a cylindrical articulated joint is inserted which supports a lamella plate which is provided with a sealing bead so that claim 1 , through the pressure of a hydraulic fluid claim 1 , the sealing bead is pressed against a surface of a wall of the hydraulic cylinder claim 1 , with the result that a seal is obtained.4. The system for storing potential energy as claimed in claim 3 , wherein a dense flexible material is attached to the underneath of the lamella plate and closes positively with the sealing bead and the mass to be lifted.5. The system for storing potential energy as claimed in claim 1 , wherein the sealing ring is arranged at a halfway working height (H/2) so that a rolling sealing ring is provided.6. A method for producing a system for storing ...

Mixing and Guniting Device of New Type for TBM

Disclosed is a mixing and guniting device of a new type for a TBM, wherein the device comprises a concrete inlet pipe (), a four-way pipe (), a nozzle (), an agitator motor (), a longitudinal swing oil cylinder (), a flow mixer, a lateral swing oil cylinder (), a telescopic oil cylinder () connected to a big arm, and a controller, one end of the telescopic oil cylinder () being provided with a connection plate (), the four-way pipe () being fixed on the upper part of the connecting plate (), two interfaces in the upper part of the four-way pipe () being respectively provided with an air inlet pipe () and an accelerator inlet pipe, a measuring sensor connected to the controller being provided in the air inlet pipe (), two interfaces in the lower part of the four-way pipe () being respectively provided with bent pipes (), the other ends of the bent pipes () being in communication with the flow mixer, the nozzle () being provided in the upper part of the flow mixer, the concrete inlet pipe () being provided in the lower part of the flow mixer, and the concrete inlet pipe () being in communication with the nozzle () and the bent pipe () via the flow mixer. The mixing and guniting device can adjust the distance and the angle between the nozzle and a sprayed face intelligently and in real time according to the air flow, so as to ensure a suitable distance at which the rebound rate is lowest and the best angle at which the nozzle is always perpendicular to the sprayed face, such that the rebound rate is effectively reduced with less loss of concrete, energy conservation and environmental protection. 11154561677121512152215884114861291617952051720181020195191010. A new-type TBM shotcrete machine , characterized in that: comprising a concrete inlet pipe () , a four-way pipe () , a nozzle () , a brush motor () , a longitudinal oscillating cylinder () , a flow mixer , a lateral oscillating cylinder () , a telescopic cylinder () for connecting to a boom , and a controller; the ...

SURROUNDING ROCK PRETREATMENT METHOD FOR TBM PASSING THROUGH ROUND TUNNEL SECTION WITH HIGH ROCK-BURST RISK

The present invention relates to a surrounding rock pretreatment method for a TBM (tunnel boring machine) passing through a round tunnel section with high rock-burst risk. A technical solution of the present invention is as follows: the surrounding rock pretreatment method includes the following steps: 1. determining a pretreatment area, wherein an area in which a clear spacing between a to-be-constructed tunnel and an adjacent existing tunnel in a TBM tunneling direction is less than 2 times that of a tunnel diameter of the TBM to-be-constructed tunnel is the pretreatment area: 2. performing controlled blasting; 3. injecting high pressure water, and selecting part of blast holes I to perform cyclic water injection pressurizing; and 4, performing normal tunneling by the TBM. 1. A surrounding rock pretreatment method for a TBM passing through a round tunnel section with high rock-burst risk , comprising the following steps:1.1. determining a pretreatment area, wherein an area in which a clear spacing between a to-be-constructed tunnel and an adjacent existing tunnel in a TBM tunneling direction is less than 2 times that of a tunnel diameter of the TBM to-be-constructed tunnel is the pretreatment area;1.2. performing controlled blasting;1.2.1. arranging a plurality of rows of blast holes I in the pretreatment area and a rock pillar area between the existing tunnel and the to-be-constructed tunnel through the existing tunnel;1.2.2. arranging a plurality of rows of blast holes II on an arch crown of the to-be-constructed tunnel and a spandrel part, far away from the existing tunnel side, of the to-be-constructed tunnel through the existing tunnel;1.2.3, sequentially detonating the blast holes I and the blast holes II;1.3. injecting high pressure water, and selecting part of blast holes I to perform cyclic water injection pressurizing; and1.4. performing normal tunneling by the TBM.212. The surrounding rock pretreatment method for the TBM passing through the round tunnel ...

VIBRATION AND STRAIN MONITORING METHOD FOR KEY POSITIONS OF TUNNEL BORING MACHINE

The present invention provides a vibration and strain monitoring method for key positions of a tunnel boring machine (TBM), and belongs to the technical field of real-time monitoring for underground construction of the TBM. The present invention aims to provide a monitoring device and an all-weather monitoring and forecasting system thereof. The present invention acquires monitoring data through vibration and strain sensors and a wireless data transmission system, thereby realizing long-term real-time monitoring for vibration and strain states of key positions of a main machine system of the TBM during operation, reminding operators in time for maintenance and repair, preventing fatigue breakage on key weak positions of the main machine system of the TBM and ensuring safe and reliable operation of the TBM. The present invention further provides an evaluation method for strain states of positions which cannot be measured, i.e., an equivalent mapping method, thereby building a set of vibration monitoring and strain monitoring systems for the tunneling process of the key positions of the main machine system of the TBM. 21234. The vibration and strain monitoring method for key positions of the tunnel boring machine according to claim 1 , wherein the diameter of a measuring circle formed by the measurement points S claim 1 , S claim 1 , S and S is not greater than 0.5 m. The present invention relates to vibration and strain real-time monitoring and strain equivalent mapping measurement of a main machine system of a tunnel boring machine (TBM), and belongs to the technical field of real-time monitoring for underground construction of the TBM.With the development of Chinese economy, a tunnel boring machine (TBM) has been widely used in tunnel construction of water conservancy projects, railway transportation, subway projects, oil and gas pipelines, national defense and the like in recent years. During operation of the TBM, due to complicated working conditions, poor ...

Drive system with both fixed-displacement hydraulic motors and variable-displacement hydraulic motors for cutter head of boring machine and control method thereof

A drive system with both fixed-displacement hydraulic motors and variable-displacement hydraulic motors for a cutter head of a boring machine and a control method thereof are provided. The drive system includes a variable-displacement hydraulic motor group, a fixed-displacement hydraulic motor group and a variable-displacement hydraulic pump group. The variable-displacement hydraulic motor group, the fixed-displacement hydraulic motor group, and the variable-displacement hydraulic pump group are all connected to a main oil circuit of a cutter head system of the boring machine. The variable-displacement hydraulic pump group inputs flow to the main oil circuit; and, the variable-displacement hydraulic motor group and the fixed-displacement hydraulic motor group acquire flow from the main oil circuit. Displacements of the fixed-displacement hydraulic motor group and the variable-displacement hydraulic motor group are set in a way of specific displacement combination. The present invention decreases an engineering cost, and improves system reliability and efficiency. 112-. (canceled)13. A drive system with both fixed-displacement hydraulic motors and variable-displacement hydraulic motors for a cutter head of a boring machine , comprising a variable-displacement hydraulic motor group , a fixed-displacement hydraulic motor group , and a variable-displacement hydraulic pump group , wherein: the variable-displacement hydraulic motor group , the fixed-displacement hydraulic motor group , and the variable-displacement hydraulic pump group are all connected to a main oil circuit of a cutter head system of the boring machine; the variable-displacement hydraulic pump group inputs flow to the main oil circuit; and , the variable-displacement hydraulic motor group and the fixed-displacement hydraulic motor group acquire flow from the main oil circuit.14. The drive system with both the fixed-displacement hydraulic motors and the variable-displacement hydraulic motors for the ...

DEVICE AND METHOD FOR CONTINUOUSLY DRIVING A TUNNEL

In a device and a method for continuously driving a tunnel along a desired setpoint trajectory there is provision to influence pressing forces which are applied to installed tubbing segments by compactors using a control circuit, wherein, during the driving and during the installation of tubbing rings, an actual trajectory of the device remains in a region which is permissible for maintaining the desired set point trajectory. 19-. (canceled)10. A device for continuously driving and lining a tunnel along a predefined setpoint trajectory , comprising:a cutting wheel for working a tunnel face;a plurality of compactors working in an axial direction and arranged on a side of the cutting wheel facing away from the tunnel face, the compactors held by a compactor bearing against which the cutting wheel is supported in the axial direction, the compactors disposed on a side of the compactor bearing facing away from the cutting wheel and operable to press against tubbing segments;at least some of the plurality of compactors attached to a converter module for measuring a pressure value associated with a pressing force exerted on a tubbing segment;a central unit with a central control module to which the converter modules are attached for transmitting the pressure values, the central unit including a navigation measuring module and a pressing force correction module which interact whereby an initial trajectory prediction is determined about a future trajectory with the navigation prediction module in the case of at least one given distribution of the pressing forces exerted by the compactors;wherein, in the event of a deviation of at least one of a future trajectory or an actual trajectory from the setpoint trajectory predefined by the navigation measuring module via the pressing force correction module, the pressing forces exerted by the compactors for stabilizing an actual force focal point resulting from the exerted pressing forces can be adjusted such that the deviation of ...

RAPID DEVELOPMENT MOBILE CANOPY FOR UNDERGROUND MINING

A mobile canopy (or rapid advance shield) for use in a tunnel, comprising: first and second opposing and spaced walls; a curved roof coupled between the first and second walls; first and second skis mounted to respective bottoms of the first and second walls, the skis adapted to slide the mobile canopy about a floor of the tunnel; wherein the curved roof slopes downward from a front end of the mobile canopy toward a back end of the mobile canopy, the front end of the mobile canopy for positioning adjacent to a face of the tunnel; wherein the curved roof is movable between a first position proximate a tunnel roof and a second position spaced from the tunnel roof; and, wherein the first and second walls are movable between respective first positions proximate respective tunnel walls and respective second positions spaced from the tunnel walls. 1. A mobile canopy for use in a tunnel , comprising:first and second opposing and spaced walls;a curved roof coupled between the first and second walls;first and second skis mounted to respective bottoms of the first and second walls, the skis adapted to slide the mobile canopy about a floor of the tunnel;wherein the curved roof slopes downward from a front end of the mobile canopy toward a back end of the mobile canopy, the front end of the mobile canopy for positioning adjacent to a face of the tunnel;wherein the curved roof is movable between a first position proximate a roof of the tunnel and a second position spaced from the roof of the tunnel; and,wherein the first and second walls are movable between respective first positions proximate respective walls of the tunnel and respective second positions spaced from the walls of the tunnel.2. The mobile canopy of claim 1 , further comprising a curtain mounted over a front end of the canopy claim 1 , the curtain movable from an extended position covering the front end of the canopy to a retracted position uncovering the front end of the canopy.3. The mobile canopy of claim 1 , ...

SQUEEZING DEVICE FOR UNDERGROUND PROJECT

A squeezing device for an underground project, comprising a guide body, a vibration system, a lubricating system, a guide system, a cutting mechanism and a gate, wherein the vibration system is located on four walls of the guide body, the lubricating system is internally provided with a lubricating pipeline along the four walls of the guide body and communicates with a corresponding lubricating nozzle, the guide system is located on four walls at a front end of the guide body, and the cutting mechanism is located at a front end of an inner cavity of the guide body, and the gate is located in a functional bin. 1. A soil-squeezing device for underground project , comprising: conductor , vibration system , lubrication system , guidance system , cutting structure and sluice. The vibration system is located in the four inner walls of the conductor. The lubrication system is located in the lubrication pipes along the four inner walls of the conductor and connected with the lubrication nozzle in proper positions. The guidance system is located in the four inner walls on the front end. The cutting structure located in the front end of inner cavity of the conductor , and the sluice is located in the function chamber of the conductor.2123412314544554120208202034202094552020205714891011121314414. The soil-squeezing device for underground project according to claim 1 , wherein the mentioned conductor includes squeezing chamber () claim 1 , shell integuments () claim 1 , reinforcing plate () and function chamber (). The squeezing chamber () is a trapezoid-shaped or cone-shaped hollow cavity with certain length claim 1 , width and height claim 1 , and the projecting area of the front end of the squeezing chamber is less than the back end. The shell integument () is a grid steel structure which is made of two layers of panels claim 1 , and between which a reinforced board () is added so as to strengthen the thickness and strength of the shell. The conductor includes front and back ...

Tunnel excavation method

This tunnel excavation method includes a step of excavating three first tunnels that are substantially parallel to each other in a first excavation step. Second tunnels are excavated that intersect the first tunnels in a second excavation step. A boring machine is used that performs excavation in a state in which a gripper pushes against the side wall of the tunnel.

DRILLING DEVICE FOR SURVEYING FRONT ROCK-MASS INTACTNESS OF TUNNEL FACE FOR TUNNEL CONSTRUCTED BY TBM AND METHOD USING THE SAME

A drilling device for surveying front rock-mass intactness of a tunnel face for a tunnel constructed by a TBM and a method using the same are provided. The drilling device includes a drilling assembly, a drill-attitude control assembly, a data monitoring assembly and a TBM-platform fixing seat. The drilling assembly is connected to a TBM hydraulic system to obtain power, to drill the rock mass by an alloy bit through rotation and translation thereof. The drill-attitude control assembly controls an angle, a direction and a position of a drill rod and maintains drilling accuracy and stability. The data monitoring assembly acquires and stores a drilling dynamic-response signal by a high-accuracy sensor and a data recorder, to analyze an intactness characteristic of the rock mass. The TBM-platform fixing seat mounts the drilling device on the TBM. 1. A drilling device for surveying front rock-mass intactness of a tunnel face for a tunnel constructed by a TBM , the drilling device comprising:a drilling assembly,a drill-attitude control assembly,a data monitoring assembly, anda TBM-drill-platform fixing seat,wherein the drilling assembly comprises an alloy bit, a drill rod, a drill rotator, a drill rotator base and a supporting-plate slider;the alloy bit drills front rock mass of the tunnel face and is installed at a top of the drill rod;the drill rotator and the supporting-plate slider drive the drill rod to move, so as to enable the drill rod to generate rotation and translation;the drilling assembly is fixed to a slide-rail steel frame as a whole to maintain stability thereof;the slide-rail steel frame comprises slide-rail jamming grooves and slide-rail ridges;the drill-attitude control assembly comprises a front lifter, a middle lifter and a tail connector;the front lifter comprises a front lifting fix-pin, a front lifting sleeve and a front lifting shaft;the middle lifter comprises a middle lifting fix-pin, a middle lifting sleeve and a middle lifting shaft;the tail ...

Auxiliary tunneling apparatus

An auxiliary tunneling apparatus includes a reaction force receiver and first and second split components. In the excavation of a second tunnel by a boring machine, the reaction force receiver forms a replacement face of a side wall of the second tunnel on a first tunnel side where the first and second tunnels intersect each other, and a gripper of the boring machine pushes against the replacement face. The first and second split components are installed to push against the side wall of the first tunnel, support the reaction force receiver within the first tunnel, and move back and forth with respect to the side wall of the first tunnel.

RAPID CONSTRUCTION METHOD OF PIPE JACKING FOR UNDERGROUND RESCUE TUNNEL WITH LARGE SECTION

A rapid construction method of pipe jacking for underground rescue tunnel with large section is disclosed. The present invention realizes rock breaking through the cutting head of a roadheader cutting unit, and pushes pipe jacking forward through a pushing thruster. During the process, a protecting bush fixedly connected with a stretchable part is adopted for circumferential support; and since the cutting head and the protecting bush occupy the rock breaking space, and the pushing thruster pushes pipe jacking forward to push the coal rock in the annular space to the circumferential direction, the effect of moving forward without slag discharge can be achieved. The present invention can establish a rescue tunnel quickly and effectively, which saves rescue time and greatly reduces the threat to the life safety of trapped people. The present invention can establish a fast and safe underground rescue tunnel with large section for the rescue of people. 119{'b': 1', '1', '1', '1', '2', '1', '3', '1', '4', '1', '5', '1', '6', '1', '7', '1', '6', '1', '1', '5', '1', '6', '1', '4', '1', '5', '1', '7', '1', '3', '1', '7', '1', '1', '1', '3', '1', '1', '1', '1', '1', '2', '1', '3, 'the roadheader cutting unit () comprises a cutting head (-), a protecting bush (-), a stretchable part (-), a cutting reducer (-), an electric motor (-), a frame body (-) and couplings (-); the frame body (-) is fixed on the tail end of the roadheader cutting unit (), and the electric motor (-) is fixed in the frame body (-) and used to provide power; an input shaft of the cutting reducer (-) is connected with the electric motor (-) through the coupling (-), and an output shaft is connected with one end of the stretchable part (-) through the coupling (-); the cutting head (-) is fixed on the other end of the stretchable part (-) to realize the stretch and pitch of the cutting head (-); the cutting head (-) has a tapered structure; the protecting bush (-) is fixed on the periphery of the stretchable ...

TUNNELING AND MINING METHOD USING PRE-CONDITIONED HOLE PATTERN

Systems for forming or extending a tunnel or shaft within geologic material may include a ram accelerator assembly for accelerating one or more projectiles into geologic material to weaken a region of the geologic material. The projectile(s) pre-condition the geologic material, such as by forming one or more holes in a central region of the material or to define a perimeter of the region to be displaced. A cutting tool or subsequent projectile impacts may then be used to remove the weakened material. The voids formed by the first projectile(s) cause compressive forces from subsequent impacts or cutting operations to be converted to tension forces that more efficiently break geologic material, which may fall into the voids created by the first projectile(s). The voids created by the projectile impacts may also control the material that is removed and the shape of a resulting section of the tunnel or shaft. 1. A method comprising: the geologic material includes a second region that encloses the first region; and', 'a first interaction between the one or more first projectiles and the first region weakens geologic material at the first region and forms a first void by displacing geologic material; and, 'accelerating one or more first projectiles into contact with a first region of geologic material, wherein a second interaction between the second projectile and the one or more of the first region or the second region applies a compressive force to the geologic material;', 'the compressive force interacts with the first void to form a first tension force; and', 'the first tension force displaces at least a portion of the geologic material of the first region into the first void., 'accelerating a second projectile into contact with one or more of the first region or the second region, wherein2. The method of claim 1 , further comprising:accelerating one or more third projectiles into contact with the second region, wherein:a third interaction between the one or more ...

TUBBING HAVING A THERMOPLASTIC SEALING LAYER

For a tubbing made of concrete for lining a tunnel, such as a traffic tunnel, the tubbing can have a convexly curved outer surface and a concavely curved inner surface opposite the outer surface. The tubbing can be provided with a thermoplastic sealing layer on the outer surface of the concrete tubbing. The thermoplastic sealing layer can also be arranged on all sides of the outside surfaces facing the outer surface. The tubbing can, for example, have a recess that extends around the outer surface in a frame shape, and the sealing layer engages in the recess. 1. Tubbing for lining a tunnel , comprising:a concrete tubbing having a convexly curved outer surface and a concavely curved inner surface opposite the outer surface; anda thermoplastic sealing layer provided on the convexly curved outer surface of the concrete tubbing, the thermoplastic sealing layer also being arranged on other outside surfaces of the concrete tubbing adjacent the convexly curved outer surface.2. Tubbing according to claim 1 , comprising:a recess that extends around the convexly curved outer surface in a frame shape, the thermoplastic sealing layer engaging in the recess.3. Tubbing according to claim 1 , wherein the thermoplastic sealing layer comprises:a water-swellable profile arranged on a side other than the outside surfaces.4. Tubbing according to claim 1 , comprising:a sealing groove that extends around the outside surfaces, in which a sealing body is arranged.5. Tubbing according to claim 1 , wherein the thermoplastic sealing layer contains thermoplastic polyolefins and/or polyvinyl chloride (PVC).6. Tubbing according to claim 1 , wherein the thermoplastic sealing layer comprises:material selected from the group consisting of: high-density polyethylene (HDPE), medium-density polyethylene (MDPE), low-density polyethylene (LDPE), polyethylene (PE), polypropylene (PP), polyethylene terephthalate (PET), polystyrene (PS), polyvinyl chloride (PVC), polyamide (PA), ethylene-vinyl acetate (EVA ...

TUNNEL BORING MACHINE

Provided is a tunnel boring machine that can detect a wear condition of a disc cutter with a highly reliable configuration. The tunnel boring machine includes a measurement device. The measurement device is disposed behind the disc cutter mounted on a cutter head. The measurement device has a function as an acquisition unit that acquires cutting edge position data indicating a position of a cutting edge part of a cutter ring in the disc cutter. The tunnel boring machine further includes a DC discrimination unit that discriminates which one of a plurality of disc cutters is the disc cutter the cutting edge position data of which is acquired by the measurement device and a wear amount calculator that calculates a wear amount of the cutting edge part of the discriminated disc cutter. 1: A tunnel boring machine comprising:a main body;a cutter head that is disposed in front of the main body and is rotatable with respect to the main body;a plurality of disc cutters rotatably mounted on the cutter head, each of the disc cutters including a cutter ring that is exposed to a front surface of the cutter head while exposed to a back surface of the cutter head, the cutter ring including a cutting edge part;an acquisition unit that is disposed behind the plurality of disc cutters to acquire cutting edge position data indicating a position of the cutting edge part;a discrimination unit for discriminating which one of the plurality of disc cutters is the disc cutter cutting edge position data of which is acquired by the acquisition unit; anda calculator for calculating a wear amount of the cutting edge part of the disc cutter discriminated by the discrimination unit based on the cutting edge position data of the discriminated disc cutter.2: A tunnel boring machine comprising:a main body;a cutter head that is disposed in front of the main body and is rotatable with respect to the main body;a plurality of disc cutters rotatably mounted on the cutter head, each of the disc cutters ...

HIGH-PRECISION SENSORS FOR DETECTING A MECHANICAL LOAD OF A MINING TOOL OF A TUNNEL BORING MACHINE

A mining tool () for a drill head () of a tunnel boring machine () for mining in rock (), wherein the mining tool () has a roller cutter fastening device (), mountable on the drill head (), for accommodating and mounting a rotatable roller cutter (), the roller cutter () for mining in rock () is accommodated or in particular can be interchangeably accommodated rotatably in the roller cutter fastening device (), and a sensor arrangement () for detecting a mechanical load of the mining tool (), in particular of the roller cutter (), wherein the sensor arrangement () is formed at least partially in the roller cutter fastening device () and/or on the sleeve () mounted on the roller cutter () with at least one load-sensitive element () mounted thereon. 127-. (canceled)28. A mining tool for use with a drill head of a tunnel boring machine for mining in rock , the mining tool comprising:a roller cutter fastening device mountable on the drill head;a roller cutter interchangeably and rotatably mounted in the roller cutter fastening device; anda sensor arrangement for detecting a mechanical load of the roller cutter, the sensor arrangement formed as a sleeve mounted at least partially in the roller cutter fastening device or on the roller cutter, the sensor arrangement including at least one load-sensitive element.29. The mining tool of claim 28 , wherein the roller cutter fastening device includes a roller cutter receptacle claim 28 , and at least one fastening element for fastening at least one of the roller cutter to the roller cutter receptacle and the roller cutter receptacle to the drill head claim 28 , and wherein the at least one load-sensitive element of the sensor arrangement is provided separately from the at least one fastening element.30. The mining tool of claim 28 , wherein at least a part of the sleeve is formed as a hollow circular cylinder.31. The mining tool of claim 28 , wherein multiple load-sensitive elements are mounted separately from one another to an ...

DRILL BIT EXCHANGE DEVICE FOR SHIELD TUNNELING MACHINE

A drill bit exchange device for a shield tunneling machine includes: a housing with an aperture; a valve body housed in a chamber of the housing, the valve body being pivotable about a pivot axis (Ob) inclined at a predetermined angle with respect to an axis perpendicular to the front of a cutter head; a bit-housing hole formed in the valve body to detachably accommodate a bit; and an exchange seal part located at the front of the chamber and at a symmetrical position from the aperture with respect to the pivot axis (Ob). The valve body is pivoted about the pivot axis (Ob) to move the bit, which faces the aperture, to the exchange seal part, allowing the bit to be removed from the bit-housing hole and exchanged. 1. A drill bit exchange device for a shield tunneling machine in which a drill bit disposed at a front of a cutter head is exchanged during drilling from a working space formed in the cutter head ,the drill bit exchange device comprising:a housing with a tunneling aperture part attached to the front of the cutter head so as to expose the drill bit;a valve body disposed in a valve-housing chamber that is formed in the housing so as to communicate with the tunneling aperture part, the valve body being pivotable about a pivot axis inclined at a predetermined angle with respect to an axis perpendicular to the front of the cutter head;a bit-housing hole that is formed in the valve body so as to communicate with the tunneling aperture part, the drill bit being detachably housed in the bit-housing hole; andan exchange seal part disposed at a front of the valve-housing chamber, the exchange seal part being separated from the tunneling aperture part at a pivoting position of the tunneling aperture part with respect to the pivot axis,wherein the valve body is substantially cylindrical and includes a seal body that is formed along a front outer edge of the valve body so as to seal the tunneling aperture part, an opening for the bit-housing hole formed on a part of the ...

TUNNELING APPARATUS

A tunneling apparatus includes a drill head and a steering shell. The drill head includes a main body having a distal end and an oppositely disposed proximal end. The steering shell is disposed at the distal end of the drill head and is moveable relative to the main body of the drill head. The drill head includes structure that assists in maintaining a precise line even in soft drilling conditions. 1. A tunneling apparatus comprising:a drill head including a main body having a distal end and an oppositely disposed proximal end;a steering shell disposed at the distal end of the drill head and being moveable relative to the main body of the drill head, the steering shell being pivotally movable relative to the main body of the drill head; anda universal joint disposed between the steering shell and the main body of the drill head for allowing the steering shell to be pivoted relative to the main body of the drill head.2. The tunneling apparatus of claim 1 , wherein the drill head includes:a drill stem having a distal end providing a bit mounting location, the drill stem being rotatably mounted in the main body by bearings that the to allow the drill stem to rotate relative to the main body; anda series of cylinders that generate relative movement between the main body and the steering shell at the universal joint.3. The tunneling apparatus of claim 2 , wherein the steering shell is located behind the drill bit mounting location and includes a cylindrical portion positioned around the main body of the drill head.4. The tunneling apparatus of claim 2 , wherein the universal joint is located at a distal end of the steering shell and the cylinders and are located at a proximal half of the steering shell.5. The tunneling apparatus of claim 1 , wherein the universal joint is formed by a concave surface provided on an inside of the steering shell that opposes and engages a corresponding convex surface provided on the main body of the drill head.6. The tunneling apparatus of ...

DEVICE FOR MONITORING THE STATE OF ROTATION OF A DISK CUTTER ARRANGEMENT OF A SHIELD TUNNEL BORING MACHINE AND DISK CUTTER ARRANGEMENT FOR A SHIELD TUNNEL BORING MACHINE

A compact monitoring device for monitoring the state of rotation of a disk cutter of a shield tunnel boring machine is integrated into a clamping element for fastening the disk cutter. A sensor module of the monitoring device is arranged in close proximity to the disk cutter but without touching so that a state of rotation of the disk cutter generated by transmitters mounted in the disk cutter is reliably ensured even under the rough environmental conditions prevailing in shield tunnel boring. 112-. (canceled)13. A device for use in monitoring the state of rotation of a disk cutter of a shield tunnel boring machine , said device comprising:a clamping unit; anda housing mounted to the clamping unit, the housing having a housing block containing at least one retaining space for accommodating a module and being closed on all sides, the housing block further including an elongated bushing base having a shaft channel extending in a longitudinal direction of the bushing base for accommodating a clamping screw shaft of the clamping unit.14. The device of claim 13 , wherein the bushing base is disposed in a central area in a transverse direction of the housing block claim 13 , and the housing block further includes at least one retaining space provided on each of two sides of the bushing base.15. The device of claim 13 , wherein at least one module is fastened by one of a mechanical connecting unit and a filling compound claim 13 , the filling compound at least partially filling a respective retaining space in which the module is disposed.16. The device of claim 13 , wherein at least one retaining space is closable with a housing cover claim 13 , the housing cover detachably fastened to the housing block.17. The device of claim 16 , wherein the housing cover includes at least one module mounted thereon.18. The device of claim 13 , wherein at least one module includes at least one sensor selected from the group consisting of a magnetic field sensor claim 13 , a temperature ...

Optimization of boring by a tunnel boring machine as a function of ground/machine interactions

The invention relates to a method (S10) for optimizing the characteristics of a tunnel boring machine, particularly a tunnel boring machine of the slurry pressure or VD type, said method comprising the following steps: S0: determining a ground/machine interaction model, S11: instantaneous measurement of the set of specific boring parameters of the tunnel boring machine, S13: determining the group of individuals corresponding to the boring parameters measured in step S11 by means of the ground/machine interaction model, S14: optimizing the characteristics of the tunnel boring machine as a function of the group of individuals thus determined.

TUNNEL BORING MACHINE AND TUNNELLING METHOD

A tunnel boring machine having a cutting wheel equipped with a number of excavation tools provided with sensor units and, in a corresponding tunnelling method, only substantially fully worn excavation tools are able to be replaced using a data processing device designed with an advancement planning unit by detecting the current state of the excavation tools and predicting the state of the excavation tools on tool replacement predication planes lying in the advancing direction. 115-. (canceled)16. A tunnel boring machine , comprising:a rotatable cutting wheel including a plurality of excavation tools mounted at respective excavation tool positions on the cutting wheel;a plurality of sensor units assigned to respective excavation tools and operable to detect the status of the excavation tools in the form of associated excavation tool data; anda data processing device connected to the sensor units, wherein:for every sensor unit, an excavation tool data storage area is provided, in which excavation tool data associated with an excavation tool can be stored from the sensor unit assigned to the relevant excavation tool;the data processing device further comprising a geospatial data storage in which geospatial data characteristic for a geology to be tunnelled through can be stored for a tunnelling route to be cut through in an advancing direction; andthe data processing device further comprising an advancement planning unit which, based on the geospatial data, the excavation tool data advancement parameters, and excavation tool positions of excavation tools, makes a determination between tool replacement predication planes located in the advancing direction wherein the tool replacement predication planes for excavation tools that reach a next tool replacement predication plane in a functional state only at a different excavation tool position, a position change takes place at the or a different excavation tool position, and for excavation tools that reach the next tool ...

HYDRO-ELECTRIC SITE AND METHOD FOR CONSTRUCTING A PENSTOCK

The present disclosure relates to a method for constructing a penstock. A path of the penstock to be dug along a central axis of a hydro-electric site within a rock mass is planned. A lower shaft is excavated, the lower shaft intersecting the path of the penstock. A starting station extending from the lower shaft and from a bottom of the path of the penstock is excavated. The penstock is excavated. An arrival station is excavated and is overhanging above a top of the penstock. An expansion chamber broadening a width of the penstock and broadening a width of the lower shaft near the bottom of the path of the penstock is excavated. A hydro-electric site comprising the penstock is also disclosed. 1. A method for constructing a penstock , comprising:planning a path of the penstock to be dug along a central axis of a hydro-electric site within a rock mass;excavating a lower shaft, the lower shaft intersecting the path of the penstock;excavating a starting station extending from the lower shaft and from a bottom of the path of the penstock;excavating the penstock;excavating an arrival station overhanging above a top of the penstock; andexcavating an expansion chamber broadening a width of the penstock and broadening a width of the lower shaft near the bottom of the path of the penstock.2. The method of claim 1 , wherein the penstock is dug at an angle between 10 and 45 degrees from horizontal.3. The method of claim 1 , wherein the lower shaft is generally horizontal.4. The method of claim 1 , wherein the lower shaft is generally perpendicular to the penstock.5. The method of claim 1 , wherein the starting station is generally perpendicular to the lower shaft.6. The method of claim 1 , comprising installing an overhead rail system on an upper surface of the penstock.7. A hydro-electric site claim 1 , comprising:a penstock dug within a rock mass along a central axis of the hydro-electric site;a lower shaft intersecting a path of the penstock;a starting station extending ...

CONTROL SYSTEM FOR MACHINE HAVING ROTARY CUTTING HEAD

A control system may be provided for operating a machine having a rotary cutting head. The control system may include a wrist capable of rotating about a wrist axis, a gear mechanism capable of driving rotation of the wrist. A cutting head may be attached to the wrist and capable of rotating about a cutter axis that is substantially perpendicular to the wrist axis. The control system may also include primary and redundant angular sensors capable of generating signals indicative of angular orientations of the wrist. The control system may additionally include a controller, capable of controlling operation of the wrist and the cutting head, comparing an actual angular orientation of the wrist to a target angular orientation, as indicated by the primary and secondary signals, and selectively inhibiting the cutting head from operating when the actual angular orientation differs from the target angular orientation by an operation threshold. 1. A control system for a machine , the control system comprising:a wrist configured to rotate about a wrist axis;a gear mechanism configured to drive rotation of the wrist;a cutting head coupled to the wrist and configured to rotate about a cutter axis that is substantially perpendicular to the wrist axis;a primary angular sensor configured to generate primary signals indicative of angular orientations of the wrist;at least one redundant angular sensor configured to generate secondary signals indicative of angular orientations of the wrist; and control operation of the wrist and the cutting head;', 'compare an actual angular orientation of the wrist, as indicated by one or more of the primary signals or the secondary signals, to a target angular orientation; and', 'selectively inhibit the cutting head from operating when the controller determines that the actual angular orientation differs from the target angular orientation by an operation threshold., 'a controller configured to2. The control system of claim 1 , wherein the ...

DRILL AND BLAST METHOD AND APPARATUS FOR THE SAME

Disclosed is a drill and blast method for advancing the tunnel face in a mine, which makes use of a mobile canopy. The mobile canopy having vertical supports connected to a frame that supports a shield. The mobile canopy allows for face production activities and ground support activities to occur simultaneously or near simultaneously. This allows for more rapid advancement of the tunnel face compared to traditional batch drill and blast techniques. 1. A method for advancing a tunnel face in an underground mine , said method comprising the steps of:blasting the tunnel face with a plurality of explosives;removing debris formed by the blasting step from the heading;positioning a mobile canopy at or near the heading;drilling holes in the tunnel face and packing the same with explosives; andsecuring the rock structure inside and/or outside the mobile canopy.2. The method of claim 1 , wherein the drilling and securing steps occur simultaneously.3. The method of claim 1 , wherein the securing step comprises attaching mesh coverage to the walls and roof of the drift.4. The method of claim 1 , wherein the mobile canopy comprises at least first covered structure and a second covered structure.5. The method of claim 4 , wherein the mobile canopy comprises three covered structures.6. The method of claim 4 , wherein the covered structures each comprise a plurality of vertical supports connected to a frame that supports a shield.7. The method of claim 6 , wherein one or more of the plurality of vertical supports are adjustable to lengthen the support.8. The method of claim 7 , wherein the one or more of the plurality of vertical supports are provided with hydraulics or pneumatics to adjust the height of the support.9. The method of claim 6 , wherein wheels are provided on one or more of the vertical supports to allow the mobile canopy to move within the drift.10. The method of claim 6 , wherein one or more of the vertical supports engage rails provided within the drift to move ...

COMPREHENSIVE ADVANCED GEOLOGICAL DETECTION SYSTEM CARRIED ON TUNNEL BORING MACHINE

The present invention presents a comprehensive advanced geological detection system carried on a tunnel boring machine. The comprehensive advanced geological detection system includes a multifunctional combination main frame, an induced polarization detection device, a seismic wave detection device, an integrated junction device, a borehole ground penetrating radar detection device and a comprehensive interpretation and decision system; the multifunctional combination main frame includes a time division multiplexing control module, an excitation source control module and a parallel data acquisition module; the excitation source control module outputs trigger signals to the three detection devices respectively, and the three detection devices respectively output measurement data and feedback signals to the time division multiplexing control module through the parallel data acquisition module; and the comprehensive interpretation and decision system supports geological interpretations and decisions through the inversion/migration imaging joint inversion of three detection methods. 1. A comprehensive advanced geological detection system carried on a tunnel boring machine , comprising a multifunctional combination main frame , an induced polarization detection device and a seismic wave detection device on the cutter head , an integrated junction device for providing electro-hydraulic control signals to the detection devices in the cutter head , an oblique borehole ground penetrating radar detection device at the upper part of the tunnel boring machine , and a comprehensive interpretation and decision system;the multifunctional combination main frame comprises a time division multiplexing control module, an excitation source control module and a parallel data acquisition module; trigger signals are output to the three detection devices through the excitation source control module respectively, and the three detection devices respectively send measurement data and ...

METHOD AND DEVICE FOR TRANSPORTING OVERBURDEN AWAY DURING TUNNELLING

A method and device for transporting overburden away during tunneling includes a seal that separates a first portion and a second portion of a transporting screw arrangement. As a result, in open tunneling or in earth-pressure-assisted tunneling, when the seal is closed, overburden can be transported out of a first opening, arranged ahead of the seal in the direction of removal and, in fluid-assisted tunneling, when the first opening is closed and the seal is open, the overburden can be transported into the second portion. 18-. (canceled)9. A method for conveying excavated material away during tunneling , comprising the following steps:opening, in a first mode of operation, a first opening of a conveying system disposed first in a direction of conveyance, together with closing a second opening located downstream of the first opening; andclosing, in a second mode of operation, the first opening, together with opening the second opening;wherein the first mode of operation is one of an open tunneling operation and an earth pressure balance operation and the second mode of operation is a slurry tunneling operation.10. The method of claim 9 , wherein said closing step further comprises removing material from a flushing chamber.11. The method of claim 10 , wherein said closing step further comprises introducing flushing liquid into the flushing chamber.12. A device for conveying excavated material away in a tunnel boring machine claim 10 , comprising:a first screw conveyor surrounded by a jacket having a working chamber end;a first opening formed in said jacket at said working chamber end;a second opening formed in said jacket remotely from said working chamber end;a selectively operable first seal for said first opening;a selectively operable second seal extending through said jacket, said second seal operable to effect fluid mechanical separation between a first section and a second section of said screw conveyor.13. The conveying device of claim 12 , further comprising ...

TUNNEL BORING DEVICE, AND CONTROL METHOD THEREFOR

A boring machine comprises a forward section, a rear section, a parallel link mechanism, stroke sensors, pressure sensors, and a controller. The parallel link mechanism includes eight thrust jacks that change the position and attitude of the forward section with respect to the rear section. The controller computes a target allocation force to be allocated to eight thrust jacks on the basis of the sensing result from the stroke sensors and the pressure sensors, and controls the thrust jacks to perform stroke control on six of the thrust jacks and perform force control on two of the thrust jacks. 1. A tunnel boring device , comprising:a forward section having a plurality of cutters at an excavation-side surface;a rear section disposed to a rear of the forward section and having grippers for obtaining counterforce during excavation;a parallel link mechanism including (6+n) thrust jacks disposed in parallel between the forward section and the rear section, linking the forward section and the rear section, and changing a position and attitude of the forward section with respect to the rear section, where n is a positive integer;a plurality of stroke sensors attached to the thrust jacks to sense stroke amounts of the thrust jacks;a plurality of force sensors attached to the thrust jacks to sense a load to which the thrust jacks are subjected; anda controller configured to compute a target allocation force to be allocated to the (6+n) thrust jacks on the basis of sensing results of the plurality of stroke sensors and the plurality of force sensors, and control the thrust jacks so that a stroke control is performed for six of the thrust jacks, and a force control involving the allocation force is performed for the other n number of thrust jacks.2. The tunnel boring device according to claim 1 , whereinthe controller computes an external force to which the forward section is subjected on the basis of a relative position and an attitude of the forward section with respect to ...

TUNNEL BORING DEVICE, AND CONTROL METHOD THEREFOR

A boring machine comprises a forward section, a rear section, an articulation point, a parallel link mechanism, an input component, an articulation point position computer, and a jack controller. The parallel link mechanism includes a plurality of thrust jacks that change the position of the forward section with respect to the rear section. The articulation point position computer computes the position of the articulation point on the basis of the control inputs received by the input component, and the positions of the center line and center point of the rear section and the center point of the forward section. The jack controller controls the stroke amounts of the thrust jacks to produce movement corresponding to a curve generated from the positions of the center point of the rear section, the articulation point, and the center point of the forward section. 1. A tunnel boring device , comprising:a forward section having a plurality of cutters at an excavation-side surface;a rear section disposed to a rear side of the forward section and having grippers for obtaining counterforce during excavation;an articulation point provided between the forward section and the rear section;a parallel link mechanism including a plurality of thrust jacks that are disposed in parallel between the forward section and the rear section, link the forward section and the rear section, and change a position of the forward section with respect to the rear section;an input component configured to receive control inputs related to a movement direction of the forward section from an operator;a computer configured to compute a position of the articulation point on the basis of the control input received by the input component, and a positions of the center line and a center point of the rear section and a center point of the forward section; anda jack controller configured to control a stroke of each of the plurality of thrust jacks included in the parallel link mechanism so that movement will ...

System and method for real-time guidance and mapping of a tunnel boring machine and tunnel

A system and methods are disclosed for providing the location of a tunnel boring machine (TBM) by establishing of a plurality of known locations or “monuments”; from these monuments located at least on, over or within the TBM's start point, known in the art as a “pit”. The present invention provides among other things an integrated navigation system that provides real-time parametric guidance information to the TBM, relative to the tunnel origin, past course and current trajectory, while simultaneously employing a non-contact measuring system in concert with said origin and course information for the final provision of an as-built map of tunnel dimensions and centerline.

Tunnel excavation device

The present invention pertains to a tunnel excavation device, which includes an excavation head, a main body on which the excavation head is rotatably mounted, a motor provided in the main body and rotates the excavation head, and a controller for controlling the motor, wherein the excavation head includes a perforating means formed by maintaining a predetermined interval from the center of a body part, which has a front surface formed in the shape of a circular plate, to the outer surface of the body part, an injection means for injecting water and liquid nitrogen into the hole formed by the perforating means, and a plurality of cutters provided on the surface of the main body for crushing the bedrock. According to the present invention, the perforating means such as a laser drill or the like forms a hole and water and liquid nitrogen are injected into the hole so as to crush the bedrock when the excavation work is carried out. Therefore, vibrations, noise and the dust may be reduced around the work site, and the progress speed of processes may be increased. In particular, the one day excavation distance becomes longer than the conventional TBM (tunnel boring machine) such that the entire tunnel construction period is reduced. Furthermore, the lifespan is elongated due to prevention of the abrasion of a cutter such that the cutter replacement time becomes longer, and the maintenance costs can be reduced.

DEVICE AND METHOD FOR THE AUTOMATED PICKING UP AND LAYING OF A SEGMENT TO FORM A LINING OF A TUNNEL

The invention relates to a device for the automated picking up and placing of a segment forming the lining of a tunnel, intended to be coupled to a tunnel-boring machine () provided with a segment erector (), comprising: —a controller designed to communicate with an automated system of the tunnel boring machine, suitable for controlling the actuation of the erector; and —a three-dimensional vision system comprising at least four laser profilometers; the controller is designed to receive a segment positioning plan and to determine, from the analysis data of the three-dimensional vision system, the measurement data of the erector sensors and the segment positioning plan, an erector trajectory for positioning the segment (V) to be placed in alignment with a segment and/or ring (A) of segments already placed, and to communicate movement commands to the automated system of the tunnel boring machine, for actuating the erector to pick up the segment to be placed and move it according to the above trajectory. 1. A device for automated picking up and laying of a segment forming a lining of a tunnel , configured to be coupled to a tunnel-boring machine provided with a segment erector , said erector comprising actuators equipped with position sensors , the device comprising:a controller configured to communicate with an automated system of the tunnel-boring machine adapted to control actuation of the erector, and to receive measurement data from the erector sensors,a three-dimensional vision system comprising at least four laser profilometers, configured to be attached to the erector so as to (i) determine a deviation in position and in inclination between the erector and a segment to be gripped and (ii) acquire a set of data analyzing the deviations in the position and inclination of a segment to be laid which is held by the erector relative to at least one segment and/or one ring of segments previously laid, said three-dimensional vision system being coupled to the ...

System and Method for Preventing an Explosion of a Caldera

A system and method of preventing an explosion of a natural caldera. The system includes an artificial caldera, formed by a spiral tunnel that extends from a surface of the earth to a position close to a surface of a magma plume of the natural caldera. A plurality of charges, such as tactical nuclear charges, are placed at positions along a length of the spiral tunnel, and detonated to form the artificial caldera. The method includes determining a center of the natural caldera, constructing the spiral tunnel, placing the plurality of charges within the spiral tunnel at fixed intervals, and detonating the plurality of charges simultaneously. Detonation of the plurality of charges opens the artificial caldera and allows magma thereunder to be controllably released through the artificial caldera. In this manner, a pressure of the magma is reduced, and a cataclysmic explosion of the natural caldera is mitigated. 1) A system for preventing an explosion of a natural caldera , comprising:a spiral tunnel that extends from a surface of earth to a position near a surface of a magma plume of the natural caldera; anda plurality of charges disposed within the spiral tunnel.2) The system of claim 1 , wherein a selection of charges of the plurality of charges are disposed within the spiral tunnel at a fixed interval with respect to each other.3) The system of claim 2 , wherein the selection includes each and every charge of the plurality of charges.4) The system of claim 1 , wherein a selection of charges of the plurality of charges are nuclear charges.5) The system of claim 4 , wherein the selection includes each and every charge of the plurality of charges.6) A method for preventing an explosion of a natural caldera claim 4 , comprising creating an artificial caldera within the natural caldera.7) The method of claim 6 , wherein the artificial caldera is formed by detonating a plurality of charges.8) The method of claim 7 , wherein the plurality of charges is placed within a ...

TUNNEL BORING ROBOT AND REMOTE MOBILE TERMINAL COMMAND SYSTEM

A tunnel boring robot includes a tunnel boring machine, a sensing unit, an intelligent decision unit, and a controller unit. The sensing unit, the intelligent decision unit and the controller unit are disposed at the tunnel boring machine. The sensing unit is configured to sense, in real time, boring operation data of a current cycle during which the tunnel boring machine is working according to set boring parameter information. The intelligent decision unit is configured to receive the boring operation data sent by the sensing unit, and generate the set boring parameter information for a next cycle according to a preset prediction algorithm, the boring operation data and a desired boring effect. The controller unit is configured to receive the set boring parameter information, and control the tunnel boring machine to perform a boring operation for the next cycle according to the set boring parameter information. 1. A tunnel boring robot , comprising:a tunnel boring machine,a sensing unit,an intelligent decision unit connected to the sensing unit, anda controller unit connected to the intelligent decision unit, wherein:the sensing unit, the intelligent decision unit and the controller unit are disposed at the tunnel boring machine,the sensing unit is configured to sense, in real time, boring operation data of a current cycle during which the tunnel boring machine is working according to set boring parameter information, wherein the boring operation data comprises tunnel wall rock state information, tunnel geological forecasting information, fine exploration information, precision lining information, a real-time boring effect information indicator and real-time boring parameter information,the intelligent decision unit is configured to receive the boring operation data sent by the sensing unit, and generate the set boring parameter information for a next cycle according to a preset prediction algorithm, the boring operation data and a desired boring effect,the ...

Formwork System

A formwork system (), especially for tunnel construction, includes at least one support arrangement () for supporting at least one formwork element (--). The formwork system further includes at least one concrete pump (), a plurality of concrete supply units () for supply to the formwork element and at least one controller (). On the formwork element (--) and/or on the support arrangement () at least two pressure sensors () are disposed at different vertical positions and are connected to the controller () of the formwork system, which pressure sensors () are designed to measure the pressure acting upon the formwork elements (--) at a minimum of two different heights of the formwork element, and that the controller () is designed to control the concrete supply units () individually, dependent on the signal from the pressure sensors (). 1. A formwork system for tunnel construction , comprising: at least one support arrangement for supporting at least one formwork element , the formwork system further comprising at least one concrete pump , a plurality of concrete feeders to the formwork element and at least one control unit , at least two pressure sensors arranged at vertically different positions on the formwork element or on the support arrangement to measure a pressure acting on the at least one formwork element at at least two different heights of the formwork element , the control unit is connected to the control unit of the formwork system and controls the concrete feeders individually as a function of a signal of the at least two pressure sensors , and wherein the at least one support arrangement has at least one hydraulic support beam for supporting the at least one formwork element , the control unit controls a force of the at least one hydraulic support beam as a function of pressure values measured with the at least two pressure sensors.2. The formwork system according to claim 1 , wherein the at least two pressure sensors are arranged at connecting points ...

Tunnel construction method using pre-support and post-support and apparatus suitable for same

The present invention relates to a tunneling methods and, particularly to installing an internal or external pre-support member along with a post support member and an apparatus therefor. The tunneling method includes: excavating a pilot tunnel in a main tunnel to be built; radially forming a drilled hole from an excavation surface of the pilot tunnel to a tip end of an internal pre-support member of the main tunnel at locations in the pilot tunnel; inserting the internal pre-support member into the drilled hole, and conducting grouting and fixing the internal pre-support member; excavating the tunnel along an excavation line of the main tunnel and spraying shotcrete to an excavation surface of the main tunnel; installing a post-support member between internal pre-support members in the excavation surface of the main tunnel; and connecting the internal pre-support member and the post-support member with a plate type support member.

CONSTRUCTION METHOD FOR MAKING WATER-RICH SAND LAYER SHIELD OVER CROSS EXISTING LINE AND UNDERNEATH CROSS SEWAGE PUSH PIPE AT CLOSE RANGE

The disclosure belongs to the field of tunnel construction technologies, and more particularly, relates to a construction method for making a water-rich sand layer shield over cross an existing line and underneath cross a sewage push pipe at a close range. The method specifically includes the following steps of: S1) before construction, using MIDAS GTS NX software and FLAC3D to optimize a tunneling scheme antecedently by numerical simulation to determine a part of unfavourable stress; S2) tunneling a test section, the test section being a stratum crossing a front shield direction by 45 m to 60 m; and S3) performing shield crossing construction, wherein a shield crossing construction process includes the steps of: 1) controlling a soil pressure; 2) controlling a shield thrust; 3) performing synchronous grouting; 4) performing a ballasting measure in a tunnel; and 5) performing automatic monitoring in the tunnel.

Rectangular working well with preset pipe jacking hole and sliding back wall in water-rich stratum and construction method thereof

A construction method of a rectangular working well includes steps of: (I) designing functional requirements for the rectangular working well; (II) constructing a caisson of an enclosing structure of the rectangular working well; (III) constructing an edge protector; (IV) excavating earthwork of the rectangular working well; (V) forming a back cover for the rectangular working well, and pre-embedding a sliding track, a pull ring and a back wall anchor; (VI) installing a ladder for entering the rectangular working well; (VII) preventing joint leakage; (VIII) installing a water-proof pressure plate at an entrance of the preset pipe jacking hole; (IX) constructing the sliding back wall; (X) lifting the sandwich concrete slab wall at a top of the preset pipe jacking hole; and (XI) performing pipe jacking. The structure system constructed by the present invention has many advantages such as clear function, safety, quickness, and flexible design. 1. A construction method of a rectangular working well with a preset pipe jacking hole and a sliding back wall in a water-rich stratum , comprising steps of:(I) designing functional requirements for the rectangular working well, comprising steps of:(1) collecting relevant data to determine a plane size, a depth, and a treatment method of a working well back cover, so as to satisfy well operation requirements;(2) determining a height and a diameter of the preset pipe jacking hole according to a position, a diameter, a material and a connection method of a proposed pipeline, wherein a quantity of the preset pip jacking hole is at least one; and(3) calculating and drawing a structure of the rectangular working well: using comparative calculation analysis of a rod system element method and numerical simulation to obtain an optimal supporting structure composition of the rectangular working well, and then drawing to complete functional requirement design for the rectangular working well;(II) constructing a caisson of an enclosing ...

Device and method for determining at least one parameter, which determines the application of sprayed concrete

A device for applying sprayed concrete to surfaces during tunnel construction and mining. The device includes a radar system including at least one radar sensor that is arranged on a circumference around a spray nozzle. A method for determining at least one parameter that determines the application of sprayed concrete to surfaces during tunnel construction and mining. 1. A device for applying sprayed concrete to surfaces during tunnel construction and mining , the device comprising:a spray head comprising a spray nozzle and a radar system comprising at least one radar sensor arranged on a circumference around the spray nozzle.2. The device according to claim 1 , wherein each of the at least one radar sensor comprises a radar module claim 1 , an evaluation unit with a digital signal processor and a combined transmission and reception antenna.3. The device according to claim 1 , wherein the radar system further comprises at least one unit configured to determine a relative position of the spray nozzle with respect to a vehicle coordinate system.4. The device according to further comprising:an inertial measuring unit configured to determine a position of the spray nozzle in a stable fashion, the inertial measuring unit comprising at least one component from the group of a 3D acceleration sensor, an inclination sensor, a rotational sensor, a gyroscope and a compass.5. The device according to claim 1 , wherein the radar system comprises four or six radar sensors arranged concentrically around the spray nozzle.6. A method for determining at least one parameter within a scope of an application of sprayed concrete to surfaces during tunnel construction and mining claim 1 , the method comprising:selecting at least one parameter from the group of a coating thickness of the applied sprayed concrete, a distance between a spray head and a surface to be coated, an impact angle as a vector with respect to at least one of the surface to be coated or a 3D profile of the surface to ...

DEVICE FOR MONITORING HORIZONTAL EXTRUSION FORCE OF ROOF ROCK STRATA AND METHOD USING THE SAME

A device includes a pressure measuring segment, a connecting rod, a hydraulic pump, a pressure gauge, a high-pressure oil pipe, a pressure control valve, a tray, a push rod and a connection casing. The pressure measuring segment is on the connecting rod, a front end of the push rod is connected with the connecting rod, the tray is at a rear end of the push rod, the connection casing is connected with the tray. The pressure measuring segment includes a main pipe, a hydraulic bladder, a fixing ring, a barrier sheet, an outer pillow housing and a connection sleeve. Both ends of the hydraulic bladder are sleeved on the main pipe, an oil inlet is in communication with the hydraulic bladder, the outer pillow housing is sleeved on the main pipe, the connection sleeve is wrapped around the outer pillow housing. 1. A device for monitoring a horizontal extrusion force of roof rock strata , comprising: a pressure measuring segment , a connecting rod , a hydraulic pump , a pressure gauge , a high-pressure oil pipe , a pressure control valve , a tray , a push rod and a connection casing , wherein the connecting rod is connected with the pressure measuring segment , a front end of the push rod is connected with the connecting rod , a rear end of the push rod passes through the tray , and the connection casing is connected with the tray; the high-pressure oil pipe is connected with the hydraulic pump and protrudes to the pressure measuring segment through inner cavities of the push rod and the connection rod;the pressure measuring segment comprises a main pipe, a hydraulic bladder, a fixing ring, a barrier sheet, an outer pillow housing and a connection sleeve; both ends of the hydraulic bladder are sleeved on the main pipe by the fixing rings, and an oil inlet is disposed on the main pipe to be in communication with the hydraulic bladder; the outer pillow housing is sleeved on the main pipe, the connection sleeve is wrapped around an outer side of the outer pillow housing, and ...

PIPELINE ANNULAR SELF-TRAVELING GUIDE APPARATUS AND METHOD

The application discloses a pipeline annular self-traveling guide apparatus and a pipeline annular self-traveling guiding method. The pipeline annular self-traveling guide apparatus includes an inner annular groove and an outer annular groove. A first pipeline fixing part is configured on the inner annular groove, a second pipeline fixing part is configured on the outer annular groove, an annular bracket which is configured to rotate freely along a circumferential direction is correspondingly configured between the inner annular groove and the outer annular groove, a pipeline supporting roller group is configured on the annular bracket, and gaps for laying pipelines are reserved between a circumferential surface of the pipeline supporting roller and inner bottom surfaces of the inner annular groove and the outer annular groove. 1. A pipeline annular self-guiding apparatus , comprising an inner annular groove and an outer annular groove , the inner annular groove and the outer annular groove being coaxially configured , whereina cutout of the outer annular groove is facing radially inward, a cutout of the inner annular groove is facing radially outward, the cutout of the outer annular groove is opposite to the cutout of the inner annular groove;the inner annular groove is configured with a first pipeline fixing part, the outer annular groove is configured with a second pipeline fixing part, the first pipeline fixing part is configured with a pipeline inlet hole communicated with the inner annular groove, and the second pipeline fixing part is configured with a pipeline outlet hole communicated with the outer annular groove; andbetween the inner annular groove and the outer annular groove an annular bracket configured to freely rotate along a circumferential direction is correspondingly configured, a pipeline supporting roller group is configured on the annular bracket, the pipeline supporting roller group comprises a plurality of pipeline supporting rollers ...

WIRE SAW EXCAVATION APPARATUS CAPABLE OF CHANGING CUTTING LINE IN ACCORDANCE WITH CUTTING SECTION AND TUNNEL EXCAVATION METHOD USING SAME

The present invention relates to a wire saw excavation apparatus that is installed on a plurality of entry holes drilled according to a cutting section of a target surface of rock to be excavated so that the target surface is excavated by using wire saws, and more particularly, to a wire saw excavation apparatus that mounts N pulleys on one entry arm to cut the rock in N directions all at once, thereby remarkably improving the work efficiency. 1. A wire saw excavation method comprising the steps of:drilling a plurality of entry holes selectively on the edge lines and the crossing points of lattice type cutting lines of a target surface of rock to be excavated and inserting a plurality of entry arms into the plurality of entry holes, each entry arm having multi-directional pulleys on which wire saws are wired according to directions thereof so as to segmentedly cut the entire section of the rock to be excavated to removable sizes all at once through the wire saws; collecting to a driving roller the wire saws that are located in horizontal, vertical, and diagonal directions in such a manner as to rotate in different directions from one another to perform the cutting operations for cutting sections; and operating the driving roller with a support force generated from a support frame supporting the entry arms inserted into the entry holes to segmentedly cut the edge lines and the lattice type cutting sections of the target surface to the removable sizes all at once.2. A wire saw excavation apparatus for segmentedly cutting the entire section of rock to be excavated all at once , the apparatus comprising:two or more multi-directional entry arm pulleys inserted into entry holes drilled on the crossing points of the cutting lines of the entire section of the rock to be excavated in such a manner as to be mounted selectively on the end portions of entry arms in any one direction of horizontal, vertical, and diagonal directions, the number of pulleys inserted into each entry ...

TUNNEL BORING MACHINE

A tunnel boring machine includes: a shield body; a cutterhead assembly, a first drive mechanism; a second drive mechanism; and a third dive mechanism The cutterhead assembly includes a main cutterhead and a plurality of auxiliary cutterheads. The main cutterhead is rotatably arranged at a front side of the shield body and defines a soil chamber between the main cutterhead and the shield body, and is movable along an up-down direction. The plurality of auxiliary cutterheads are rotatably arranged in the soil chamber, and adjacent to a bottom of the shield body and arranged at left and right sides of a vertical central line of the main cutterhead. A rotation diameter of the main cutterhead is greater than a rotation diameter of the auxiliary cutterhead, and the rotation diameter of the main cutterhead is the same as a maximum width of the shield body. 1. A tunnel boring machine , comprising:a shield body;a cutterhead assembly, comprising a main cutterhead and a plurality of auxiliary cutterheads, the main cutterhead being rotatably arranged at a front side of the shield body and defining a soil chamber between the main cutterhead and the shield body, the main cutterhead being movable along an up-down direction, the plurality of auxiliary cutterheads being rotatably arranged in the soil chamber, the plurality of auxiliary cutterheads being adjacent to a bottom of the shield body and arranged at a left side and a right side of a vertical central line of the main cutterhead, a rotation diameter of the main cutterhead is greater than a rotation diameter of the auxiliary cutterhead, and the rotation diameter of the main cutterhead is the same as a maximum width of the shield body;a first drive mechanism configured to drive the main cutterhead to rotate;a second drive mechanism configured to drive the auxiliary cutterheads to rotate; anda third drive mechanism configured to drive the main cutterhead to move up and down.2. The tunnel boring machine according to claim 1 , ...

INTEGRATED JACKING PIPES

An integrated jacking pipe comprising a concrete jacking envelope integrally-formed with and encircling a metal pipe, wherein said metal pipe comprises a spigot protruding from said concrete jacking envelope and a bell whose diameter is larger than a diameter of said spigot. 1. An integrated jacking pipe comprising a concrete jacking envelope integrally-formed with and encircling a metal pipe , wherein said metal pipe comprises a spigot protruding from said concrete jacking envelope and a bell whose diameter is larger than a diameter of said spigot.2. The integrated jacking pipe according to claim 1 , wherein the diameter of said bell is larger than the diameter of said spigot by more than twice a wall thickness of said metal pipe.3. (canceled)4. (canceled)5. The integrated jacking pipe according to claim 1 , wherein said concrete jacking envelope is made of reinforced concrete.6. The integrated jacking pipe according to claim 1 , wherein said metal pipe is made of steel.7. The integrated jacking pipe according to claim 1 , wherein said concrete jacking envelope comprises a first end portion with a circumferential seal and a second end portion with a circumferential metal collar.8. (canceled)9. The integrated jacking pipe according to claim 1 , further comprising a lubrication nozzle formed in both of said concrete jacking envelope and said metal pipe.10. The integrated jacking pipe according to claim 1 , further comprising a load distributor disposed on a side rim of said concrete jacking envelope.11. The integrated jacking pipe according to claim 10 , wherein said load distributor comprises a plywood pad.12. A method for pipe jacking claim 10 , comprising:jack-pushing a drilling head into the ground;serially jack-pushing multiple integrated jacking pipes into the ground, wherein each of said multiple integrated jacking pipes comprises a concrete jacking envelope integrally-formed with and encircling a metal pipe, wherein said metal pipe comprises a spigot ...

SHIELD-CARRIED NONCONTACT FREQUENCY-DOMAIN ELECTRICAL REAL-TIME ADVANCED DETECTION SYSTEM AND METHOD

A shield-carried noncontact frequency-domain electrical real-time advanced detection system and method. Noncontact electrodes are installed on a cutter head of a shield tunneling machine, current is emitted and received using capacitance coupling, the electrodes are connected to a host via a multi-way swivel joint, measured data is inversed and interpreted in real time, and the prediction result is transmitted to a control system of the shield tunneling machine so as to provide a technical support for safety construction of the shield tunneling machine; the noncontact electrodes are installed on the shield cutter head. Real-time advanced detection of geology in front of a tunnel face can be realized in the tunneling process, so that the requirement for quick tunneling construction is met, and the efficiency of advanced geological detection of the shield tunneling machine is improved; and an electrode system is only installed on the cutter head. 118.-. (canceled)19. A shield-carried noncontact frequency-domain electrical real-time advanced detection system , comprising a noncontact electrode unit , a multi-way swivel joint , an electrode positioning unit , a power supply and measurement unit and a control unit , wherein the noncontact electrode unit comprises a plurality of noncontact electrodes arranged on a front panel of a cutter head and is used for array-type multi-way information acquisition , the electrode positioning unit is arranged in the middle of a rear panel of the cutter head and used for determining the rotating positions of the noncontact electrodes for real-time positioning;the multi-way swivel joint is arranged behind the cutter head, a connection cable for each noncontact electrode is converged to a multi-core cable, the power supply and measurement unit outputs multi-way frequency-domain current and acquires signals, and the control unit is connected with the power supply and measurement unit and used for acquiring data of the noncontact ...

CUTTING APPARATUS AND METHOD OF OPERATING

A cutting apparatus suitable for creating tunnels and subterranean roadways includes independently pivoting supports that each carries a respective independently pivoting arm and a rotatable cutting head. Each cutting head via the supports and arms is configured to slew laterally outward in a sideways direction and to pivot in a vertical upward and downward direction. The supports and arms are mounted on a linear moving sled carried by a main frame. 1. A cutting apparatus suitable for creating tunnels or subterranean roadways and the like comprising:a main frame having generally upward, downward and side facing regions;at least one arm pivotally mounted via an arm pivot axis aligned in a direction extending transverse including perpendicular to a generally upright direction relative to the upward and downward facing regions to enable the arm to pivot relative to the main frame in an upward and downward direction relative to the upward and downward facing regions;at least one arm actuator arranged to actuate pivoting movement of the arm relative to the main frame;a rotatable cutting head mounted at the arm rotatable about a head axis orientated to extend substantially transverse to the arm pivot axis;a pair of crawler tracks or a set of wheels arranged to provide forward and rearward movement of the cutting apparatus over ground; anda set of floor engaging members mounted at the main frame, wherein the floor engaging members are extendable to provide a cutting mode of the cutting apparatus, in which the cutting apparatus rests on the floor engaging members, and are retractable to provide a non-cutting mode of the cutting apparatus, in which the cutting apparatus rests on the pair of crawler tracks or set of wheels, the pair of crawler tracks or the set of wheels defining a plane inclined relative to the main frame such that upon changing from the cutting mode to the non-cutting mode the cutting head is raised away from the ground.2. The cutting apparatus according to ...

DEVICE FOR BACK SOIL DISTURBANCE IN SHIELD TUNNEL

The present invention relates to an apparatus for soil disturbance at the back of a shield tunnel, wherein: the apparatus is formed by a fitting I and a fitting II connected by means of three bolts that form equal angles; the fitting I is a short circular pipe; an end surface of a fitting end of the fitting I is provided with a water passage; a pipe wall of the pipe is provided with 2-8 water spouts; the fitting II is a long circular pipe whose inner and outer diameters are consistent with those of the fitting I; a fitting end of the fitting II is provided with two O-shaped water stop rings; a pipe wall of the fitting II is provided with three water inlets that form equal angles and are in communication with the water passage of the fitting I. 1. An apparatus for soil disturbance at the back of a shield tunnel , wherein: the apparatus is formed by a fitting I and a fitting II connected by means of three bolts that form equal angles;the fitting I is a short circular pipe; an end surface of a fitting end of the fitting I is provided with a water passage; a pipe wall of the pipe is provided with 2-8 water spouts; and an angle of 60° is formed between each of the water spouts and a radial direction;the fitting II is a long circular pipe whose inner and outer diameters are consistent with those of the fitting I; a fitting end of the fitting II is provided with two O-shaped water stop rings; a pipe wall of the fitting II is provided with three water inlets that form equal angles and are in communication with the water passage of the fitting I; an outer wall of a middle part of the fitting II is provided with a leather bag; the leather bag is in communication with a water stop leather bag pressurization hole by using a radial water stop leather bag pressurization passage; the water stop leather bag pressurization hole and communication ports of the water inlets are located at an end other than the fitting end; andcenters of the fitting I and the fitting II are provided ...

Loaded-To-Frame Detection Equipment for Backfill Grouting of Shield Tunnel

The present invention relates to a loaded-to-frame detection equipment for backfill grouting of a shield tunnel, including an automatic loaded-to-frame transmission apparatus, a ground penetrating radar, and an intelligent backfill grouting processing and analysis software. The equipment is integrated by using software and hardware, and can implement real-time visual detection of a backfill grouting layer in a shield construction process. The loaded-to-frame automatic transmission apparatus mainly includes a track, a synchronous belt, a transmission mechanism, a servo machine, and a drive and reducer; and a new air-coupled radar detection apparatus is carried on the loaded-to-frame automatic transmission apparatus and is installed on a shield frame. With the shield performs tunneling, circular detection on a grouting body of the shield and visual layered display of the grouting body are implemented.

MOBILE UNDERGROUND TUNNEL BORER ARRANGEMENT

A mobile tunnel boring unit is disclosed, comprising a support body driven by first drive means, the first drive means including a pair of spaced apart crawler tracks in contact with the tunnel floor and related track driving means to move the tracks. A cutter head drive means is located at an operatively front end of the boring unit, to which a rotatable cutter head can be fitted and rotatingly driven, in use, the cutter head comprising a full face cutter head fitted with cutters to bore a tunnel face. The cutter head is arranged to allow cuttings to pass through the cutter head for discharge into a muck hopper and onto a first conveyor arrangement, the cutter head drive means and a rear portion of the cutter head defining aligned central apertures to accommodate the muck hopper and a front part of the first conveyor arrangement. A telescopic shield arrangement is provided to shield the boring unit. 1. A mobile tunnel boring unit comprising:a support body driven by first drive means, the first drive means for driving the mobile tunnel boring unit including a pair of spaced apart crawler tracks in contact with the tunnel floor and related track driving means to move the tracks, and thus the support body;a cutter head drive means located at an operatively front end of the boring unit, to which a rotatable cutter head can be fitted and rotatingly driven, in use, the cutter head comprising a full face cutter head fitted with cutters to bore a tunnel face, the cutter head being arranged to allow cuttings to pass through the cutter head for discharge into a muck hopper and onto a first conveyor arrangement, the cutter head drive means and a rear portion of the cutter head defining aligned central apertures to accommodate the muck hopper and a front part of the first conveyor arrangement;a telescopic shield arrangement to shield the boring unit, the shield arrangement comprising a front shield proximate the front of the mobile tunnel boring unit, from which the cutter ...

Injection tool and a method for injection

This invention relates to an injection tool which comprises a longer smaller diameter pipe assembled movable inside a shorter larger diameter pipe, a connection piece assembled at the first end of the smaller diameter pipe, a projecting part connected to the smaller diameter pipe near the connecting piece, the projecting part having an opening or groove for a bolt, a projecting part connected near to the first end of the larger diameter pipe the projecting part having threaded opening for the bolt, the bolt connecting the projecting parts and the bolt having a fixed stopper plate, a nose piece assembled to the second end of the smaller diameter pipe, a press plate assembled to the second end of the larger diameter pipe and a sealing rubber around the smaller diameter pipe situated between the nose piece and the press plate. This invention also relates to a method for injection which comprises the steps of entering the injection tool to the borehole, tightening the injection tool to the borehole, connecting the injection machine to the injection tool, starting the injection, and an forming automatically functioning valve to the nose piece at the second end of the injection tool. 1. An injection tool , comprising:a longer smaller diameter pipe assembled movable inside a shorter larger diameter pipe;a connection piece assembled at the first end of the smaller diameter pipe; anda nose piece assembled to the second end of the smaller diameter pipe; wherein the nose piece comprises a ring plate, a rubber plate, a support plate and a connecting plate connected together to form the nose piece.2. The injection tool according to claim 1 , wherein the support plate and connecting plate is a one-piece construction.3. The injection tool according to claim 1 , wherein the nose piece comprises ring plate formed together with cylindrical outer surface of the nose piece having threads at the inner surface and having the rubber plate placed inside the cylinder so that the support ...

Tunneling Device for Pipe Jacking and Its Construction Method

Disclosed is a tunneling apparatus for use in a pipe jacking method, the tunneling apparatus including an excavating apparatus (), a head front-end track (), a central track () and a rear apparatus (), wherein the excavating apparatus () is composed of a transmission apparatus (-) and a cutter (), the transmission apparatus (-) being composed of a driving apparatus (--) and a sprocket (--); during construction, the chain cutter () for excavating rock and earth runs on the head front-end track () and the central track (), and the shape of a head excavation face is the same as that of the cross section of a tube section (); the rear apparatus () comprises a jacking apparatus (-), mounted in a construction well; the front end of the central track () is connected to the head front-end track (), the tail end of the central track () is connected to the rear apparatus (), and during construction, the driving apparatus (--) drives the chain cutter (), so that the chain cutter () runs along the tracks; and a cutter on the head front-end track () excavates the ring-shaped rock and earth in a projection part of the cross section of the tube section (). In a work well, an operating platform is constructed, and the impact on the surrounding environment is low. The head of a first tube section () is an excavating face of the excavating apparatus (), excavated rock and earth are driven along with the chain cutter () into the work well, the tube section () is ejected into position and then the rock and earth are cleared in the tube section (), construction is simple, quality is good, the construction period is short, and costs are low. 1. A tunneling device for pipe jacking method is characterized in that it consists of excavating device , head front-end track , middle-section track and rear device; excavating device consists of a transmission device and chain blade; transmission device consists of a driving device and chain wheel; chain blade consists of chain and blades fixed on ...

Щит-опалубка

Изобретение относитс  к области горного дела и м.б.использовано дл  креплени  выработок. Цель - повышение эффективности тампонажных работ путем улучшени  герметичности щита-опалубки. Последний состоит из арок крепи (АК) 1 и установленных по периметру АК 1 металлических зат жек 2 из листовой стали. Кажда  АК 1 имеет кронштейны (К) 3, выполненные по форме верхн ка, и К 4, выполненные по форме стоек. Каждый К 3 и К 4 имеет отверсти  под зажимные винты 7 и захваты 5. При монтаже щита-опалубки на АК 1 навешивают К 3 и 4 с помощью захватов 5 и хомутов 6. Зат жки 2 устанавливают на внутренние полки спецпрофил  АК 1 и зажимают винтами 7. Между собой зат жки 2 соедин ют внахлест с помощью зажимных фиксаторов и пазов. После монтажа щита производ т тампонажные работы. 3 ил.

APPARATUS, ROCK DRILLING RIG AND METHOD FOR MINING NAVIGATION

An apparatus, rock drilling rig, method and computer program for executing navigation for a rock drilling rig in a mine tunnel. The rock drilling rig is positioned at faces of rounds and is navigated before initiating drilling. The navigation is executed without a predetermined tunnel line. The realized tunnel line is formed by combining navigation data on several rounds. Length and direction of the round to be drilled next may be adjusted according to need. 1. An apparatus comprising at least one data processing device for executing at least one navigation program in order to navigate a rock drilling rig in a mining tunnel , wherein the mining tunnel is advanced in several successive rounds and the navigation is executed for each round before initiating drilling by means of the rock drilling rig; and wherein the apparatus:is provided with positioning data relating to determined position and direction of the rock drilling rig relative to a previously excavated round;is configured to determine direction and length of each following new round in response to input data and is configured to take a selected direction and length into consideration in the navigation;is configured to generate a tunnel line for the mining tunnel by combining the navigation results of each successive rounds one by one;is configured to execute coordinate transformations between a machine coordinate system of the rock drilling rig and a mine coordinate system; andis configured to present the produced mining tunnel line in the mine coordinate system.2. The apparatus as claimed in claim 1 , wherein the apparatus is provided with data specific to individual rounds;and the apparatus is configured to combine the round specific data with the produced mining tunnel line.3. The apparatus as claimed in claim 1 , wherein the apparatus is configured to display the produced mining tunnel line with the realized drill holes and round specific data on a display device.4. The apparatus as claimed in claim 1 , ...

SUPERCRITICAL FLUID DRILLING AND BLASTING INTEGRATED DOUBLE-ARM DRILL JUMBO AND CONTROL METHOD THEREOF

A control method of a drill jumbo is provided. The drill jumbo includes a pre-splitting arm, a drill arm, and a chamber. The pre-splitting arm includes a positioning device, a fixing buckle, a longer rod, an electric telescopic rod, and a water injection opening. The chamber includes a constant pressure valve, an excitation circuit, and a port. A computer controls the positioning device to perform positioning, afterwards, the fixing buckle is opened, the telescopic rod is started, the longer rod is jacked into a position in the hole, and oil is injected into a hydraulic expansion capsule. After blocking of the hole is completed, water is injected into the water injection opening. The port is opened to inject a mixed-phase fluid. The port is closed, the excitation circuit is started, and after a pressure rises to a set value, the constant pressure valve is opened.

WARNING DEVICE FOR A MINING CONTROL MODULE

The present invention relates to a warning device for a mining control module for facilitating a replacement. Accordingly, a warning device for a mining control module is suggested, which comprises a housing that is configured to be coupled with an opening provided at an outer surface of the control module, wherein the housing defines an inner cavity, and an alarm module which is arranged in said cavity and is configured to be releasably coupled to an inner control unit of the control module via said opening for receiving a control signal. The housing comprises a first portion that extends along a longitudinal axis and is configured to extend at least in part through the opening and a radially extending second portion that is configured to extend over the outer surface of the control module so as to cover the opening, when the device is coupled to the control module. The device furthermore comprises a fixation means, which is arranged on the second portion and is configured to releasably engage the outer surface of the control module so as to secure the device to the control module. 1. A warning device for a mining control module , comprising:a housing, configured to be coupled with an opening provided at an outer surface of the control module, said housing defining an inner cavity,an alarm module arranged in said cavity and configured to be releasably coupled to an inner control unit of the control module via said opening for receiving a control signal,wherein the housing comprises a first portion extending along a longitudinal axis and configured to extend at least in part through the opening and a radially extending second portion configured to extend over the outer surface of the control module so as to cover the opening, when the device is coupled to the control module,wherein the device comprises a fixation means arranged on the second portion and configured to releasably engage the outer surface of the control module so as to secure the device to the control ...

Method of driving tunnels in rock

PROCEDURES AND EQUIPMENT FOR UNDER CONSTRUCTION OF STRUCTURES AND TRAFFIC ROUTES

Arrangement for driving a tunnel or sewage pipe

Remote-controlled boring machine for boring horizontal tunnels and method

A remote-controlled tunnel boring machine for drilling a substantially horizontal tunnel in a formation includes a rotary drilling head at the heading of the tunnel, and a rotary drill pipe coupled to the drilling head and extending back to the portal of the tunnel for connection to drive means for rotating the drill pipe. The drilling head has fore and aft sections which are movable longitudinally relative to each other, the aft section being coupled with a series of interconnected tunnel liner sections jacked into place behind it from the portal as the drilling head advances through the tunnel. Hydraulic rams between the fore and aft sections periodically advance the drilling head to excavate material at the heading of the tunnel, the weight of the aft section and the tunnel liners acting as a thrust base or back-up for the extension of the rams. A second set of hydraulic rams at the portal periodically force new tunnel liner sections into place behind the string of tunnel liners. Cuttings are continuously removed from the tunnel heading by drilling fluid circulated in a closed system which includes an elongated conduit extending from the portal to the drilling head to continuously supply drilling fluid to the tunnel heading. The cuttings and drilling fluid are continuously returned from the tunnel heading to the portal area through the interior of the constantly rotating drill pipe. A ring-shaped inflatable balloon between the fore and aft sections of the drilling head forms a fluid-tight seal between the inner wall of the tunnel and the exterior of the drilling head to provide controlled hydrostatic fluid pressure at the tunnel heading.

Impregnating sounder

Grouting Composition Mixers for Multi-mixer Grouting System

The present invention relates to a grouting composition stirrer of a grouting multi-mixture stirring system including a stirrer of a silica sol injection agent constituting a grouting composition and a stirrer of a suspension mainly composed of cement. In regard to the grouting multi-mixture stirring system, through a stirring wing composing a third stirrer supplying and mixing first and second mixtures made by first and second stirrers, and a seventh stirrer supplying and mixing third and fourth mixtures made by fifth and sixth stirrers, the first, second, third and fourth mixtures are mixed while being finely crushed, and also, opening/closing means for opening and closing a discharge pipe are provided in lower parts of rotary shafts constituting tenth and twelfth stirrers, to automatically open and close the discharge pipe.

The hydraulic hose rolling device for the erector in the shield machine

소구경의 시일드 굴진기에도 설치할 수 있도록 한다. 시일드 굴진기(10)의 스크류컨베이어(28)의 주면에 권취장치(36)의 호오스리일(38)과 스이벨조인트부(40)를 부착한다. 호오스리일(38)은 스이벨조인트부(40)의 사이에 설치한 와권스프링에 의하여 항상 호오스다발(54)을 권취하는 방향으로 힘이 가해지고 있다. 그리고, 호오스리일(38)로부터 인출된 2차유압 호오스를 묶은 호오스다발(54)은 선단측이 가이드롤러(78),(72),(74)를 개재하여 선회링(42)에 따라서 설치한 호오스가이드부(44)에 인도되어 선회링(42)에 설치한 스이벨조인트에 접속된다. It can also be installed in small diameter seal excavators. The hose rail 38 and the swivel joint portion 40 of the winding device 36 are attached to the main surface of the screw conveyor 28 of the seal excavator 10. A force is applied to the hose rail 38 in a direction in which the hose bundle 54 is always wound by a spiral winding spring provided between the swivel joint portions 40. The hose bundle 54 which bundles the secondary hydraulic hose drawn out from the hose rail 38 is installed along the turning ring 42 via the guide rollers 78, 72 and 74 at the front end side thereof. It is led to one hose guide part 44 and connected to the swivel joint provided in the turning ring 42.

一种浅埋暗挖隧道二次衬砌移动式支架体系施工方法

本发明提供一种浅埋暗挖隧道二次衬砌移动式支架体系施工方法，包括以下步骤：步骤1.施工准备：采用钢拱架、标准钢模板、移动式支架体系结合进行施工，步骤2.支架基础支撑施工：步骤3.支架安装施工：步骤4.支架整体移动施工，支架整体移动至预设位置后，使用千斤顶顶升支架并撤除行走机构，千斤顶放松使架体回落至二衬仰拱混凝土表面完成移动，重复基础加固工作，进行该施工段的二衬施工。本发明解决了中小型断面暗挖隧道二次衬砌施工过程繁琐复杂、施工进度缓慢、经济成本过高等问题，该支架具有安拆速度快、一次安装成型后可循环利用等优点，值得大力推广。

Szield for entry driving of underground winning faces

The invention relates to a cutter shield which is used as a face-accompanying shield in the driving of the development roadways of an underground mining face and whose driving cutters underpinning the roadway roof consist of telescopic cutters (21) whose front cutter parts (25) can be displaced independently of the rear cutter parts (26) towards the working face by means of telescopic cylinders (32). The rear cutter parts (26) of the telescopic cutters (21) conveniently have trailing cutters (27) which form a trailing shield, in the protection of which the final roadway supports (37) can be set. The cutter shield is open towards the face side so that a drum-type cutting machine (14) located at the face can move right into the shield in order to cut the roadway roof. <IMAGE>

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富水砂层盾构区间联络通道超前注浆加固方法

本发明公开了一种富水砂层盾构区间联络通道超前注浆加固方法，包括步骤：一、通道端部地层初步注浆加固；二、通道地层整体注浆加固；三、通道端部地层补充注浆加固。本发明设计合理、施工简便且加固效果好，对富水砂层联络通道地层的超前待加固区域进行划分，并采用对应类型的注浆加固方法进行有效加固，使加固后的地层与已施工完成盾构隧道的盾构管片固定连接为一体，在进一步提高所施工联络通道地层加固效果的同时，能有效提高盾构隧道的结构稳固性，且能有效限制甚至避免盾构隧道的地表沉降，为联络通道开挖打好基础，降低联络通道坍塌风险，保证施工安全。

用于随tbm掘进探测的检波器步进自动安装装置及方法

本公开提供了一种用于随TBM掘进探测的检波器步进自动安装装置及方法，所述装置包括壳体以及设置在壳体内的控制器，壳体的侧部设有至少两条相互平行的滑轨，一条滑轨上设有夹持机构，另一条滑轨上设有钻孔机构；壳体的底部设有用于沿TBM壳体上的轨道移动的轨道轮，壳体上设有距离探测元件，控制器根据距离探测元件的当前位置与前一个检波器之间的距离确定下一个检波器打孔位置，通过驱动机构控制钻孔机构和夹持机构动作实现自动钻孔和安装；本公开解决了现有安装方式费时费力、安装过程中易破坏与地面的耦合质量以及距离误差等问题，提高了TBM掘进探测的效率及质量。

Method of two-lane tunnel construction

FIELD: construction. SUBSTANCE: method of two-lane tunnel construction comprises tunneling using tunnel-boring mechanized complex, installation of a formwork for the construction of a ventilation slab, erection of a rigid tunnel base. A multi-level assembling trolley of portal construction supported by rollers is connected to the tunnel-boring mechanized complex, utility systems are erected at the planned height during tunneling and formwork for the ventilation slab construction is installed using the trolley. When erecting the rigid tunnel base, lateral concrete protrusions are constructed, a handling trolley is moved along them, the trolley consists of two ramps and a transport rack supported by metal slides, is intended for crossing the work area for laying the central part of the rigid base by a multiservice vehicle which runs under the multi-level assembling trolley, delivering materials and lining blocks to the tunnel-boring mechanized complex while tunneling. Construction of the ventilation slab and erection of the rigid tunnel base are carried out simultaneously with tunneling using the multi-level assembling trolley and the handling trolley. EFFECT: reduced labour costs and reduced construction time of the two-lane tunnel due to the simultaneous performance of unrelated operations. 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 625 064 C1 (51) МПК E21D 9/06 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ФОРМУЛА (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ 2016120253, 24.05.2016 (24) Дата начала отсчета срока действия патента: 24.05.2016 Дата регистрации: (45) Опубликовано: 11.07.2017 Бюл. № 20 Адрес для переписки: 190013, Санкт-Петербург, Загородный пр., 52а, ОАО "Метрострой" (73) Патентообладатель(и): Открытое акционерное общество по строительству метрополитена в городе Санкт-Петербурге "Метрострой" (RU) (56) Список документов, цитированных в отчете о поиске: RU 46300 U1, 27.06.2005. SU 883464 2 6 2 5 0 6 4 Приоритет(ы): ...

“bridge-cement curtain” consolidating isolation system construction method

FIELD: mining. SUBSTANCE: invention relates to the mining industry, and can be used in the mineral deposits underground mining in terms of the coal and ore mines mine workings isolation, including during the monolithic insulating structures construction. “Bridge-cement curtain” consolidating isolation system construction method includes the formwork installation, drilling around the mine workings perimeter, injectors in the wellheads installation, the quick-hardening solution injection through injectors into the wells and the marginal zone disturbed rocks fractures, the quick-hardening solution flow into the formwork from the cracks during their filling, the formwork filling with the quick-hardening solution. At that, the formwork is additionally filled with the quick-hardening solution remainder from the cement curtain, discharged from the wells with increasing as the cracks are filled flow rate. EFFECT: technical result of the proposed technical solution is increase the mines mine workings isolation quality and speed. 1 cl, 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 679 212 C1 (51) МПК E21D 11/10 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E21D 11/10 (2018.08) (21)(22) Заявка: 2018114618, 19.04.2018 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Нургалиев Евгений Илдарович (RU) Дата регистрации: 06.02.2019 (56) Список документов, цитированных в отчете о поиске: SU 629347 A1, 25.10.1978. SU 1025894 A1, 30.06.1983. RU 2249699 C2, 10.04.2005. EA 12289 B1, 28.08.2009. EA 15486 B1, 30.08.2011. US 4818144 A1, 04.04.1989. (45) Опубликовано: 06.02.2019 Бюл. № 4 R U (54) СПОСОБ ВОЗВЕДЕНИЯ КОНСОЛИДИРУЮЩЕЙ ИЗОЛЯЦИОННОЙ СИСТЕМЫ "ПЕРЕМЫЧКА-ТАМПОНАЖНАЯ ЗАВЕСА" (57) Реферат: Изобретение относится к горной нарушенных пород приконтурной зоны, промышленности и может быть использовано истечение в опалубку быстротвердеющего при подземной разработке месторождений раствора из трещин в ...

一种远距离无尘混凝土喷射机

本发明提供了一种远距离无尘混凝土喷射机，涉及混凝土喷浆设备技术领域，包括机身、送料机构、喷射机构和驱动机构，机身包括车轮和底盘，送料机构包括料斗、送料壳和送料轴，料斗和送料壳连接，送料轴设置在送料壳内，送料壳上设置有泄压口，送料轴上呈中心对称布置有多个送料仓，喷射机构包括给料螺旋、给料箱和旋流喷射器，给料螺旋布置在给料箱内，旋流喷射器和给料箱相连，驱动机构包括电机、减速机和齿轮箱，电机和减速机相连，减速机连接齿轮箱内的齿轮，驱动机构带动送料轴和给料螺旋转动。远距离无尘混凝土喷射机解决了远距离输送混凝土压力不足，以及料斗处容易产生粉尘的技术问题，还具有结构紧凑、密封效果好等优点。

盾构区间穿过预应力锚索区域的预注浆固化处理方法

本发明涉及地铁盾构施工的技术领域，公开了一种盾构区间穿过预应力锚索区域的预注浆固化处理方法，包括以下步骤：S10，根据盾构区间确定待加固土体的平面范围和深度范围；S20，在预先确定的所述待加固土体的平面范围和深度范围进行注浆施工；S30，等待所述待加固土体硬化；S40，使用盾构机在所述盾构区间进行掘进。本发明技术方案给出的盾构区间穿过预应力锚索区域的预注浆固化处理方法，可顺利进行盾构区间的掘进施工，耗时短且费用低。

パワ−シヨベル

(57)【要約】本公報は電子出願前の出願データであるた め要約のデータは記録されません。

极软弱破碎围岩层的门式挑顶工法

本发明提供了一种极软弱破碎围岩层的门式挑顶工法，包括以下步骤：S1)采用三台阶法开挖平行导洞和横通道，并对平行导洞和横通道施做支护；S2)在横通道与主洞的交接位置处架设与主洞轮廓贴合的异形门式支撑架；S3)沿主洞的洞顶弧线轮廓在主洞的宽度方向上采用三台阶法开挖主洞的梯形导洞，并对梯形导洞施作临时支护；S4)对完成临时支护的梯形导洞施作初期支护以及二次支护；S5)采用三台阶法分别朝向所述主洞的大里程方向和小里程方向开挖主洞；S6)对挖掘形成的主洞施作二次衬砌。本发明提供的挑顶工法能够开辟出新的工作面，且在所述门式挑顶工法中使用异形门式支撑架提高了隧道的施工效率，强化了所述横通道与所述主洞交接位置处的受力。

Shield for driving mine workings

Изобретение относитс  к горному оборудованию, а именно к конструкции щитов дл  проходки горных выработок и может быть использовано при устройстве тоннелей. Цель - повышение маневренности щита. Щит включает корпус 1, исполнительный породоразрушающий орган, состо щий из ковша 2, телескопической стрелы 3 со штангой и поворотных механизмов /ПМ/ 5, 11. В верхней части корпуса 1 закреплены парные направл ющие 9, на которых с возможностью продольного перемещени  смонтирована каретка 10, шарнирно св занна  с ПМ 5,11 посредством гидроцилиндров /ГЦ/ 12. Перемещение выполненной полой штанги осуществл етс  размещенными в ней ГЦ, расположенными симметрично относительно ее вертикальной оси и смещенными относительно горизонтальной оси. Механизм поворота ковша 2 расположен в центральной зоне штанги и выполнен в виде цилиндрического ползуна, расположенного вдоль оси штанги и ГЦ поворота ковша 2. Шток ГЦ поворота ковша прикреплен к цилиндрическому ползуну, св занному через шарнир с шатуном, шарнирно соединенным с ковшом 2. Поворот ковша 2 обеспечивает зачерпывание горной массы и перемещение ее на ленточный перегружатель 20. При обратном движении штанги одновременно происходит поворот стрелы 3 в вертикальной плоскости ГЦ 7. Поворот стрелы 3 в горизонтальной плоскости обеспечиваетс  ГЦ 12, воздействующими на ПМ 5. Каретка 10 перемещаетс  в продольном направлении по направл ющим 9 ГЦ 11 и обеспечивает разработку горной массы в пространстве всего забо  и погрузку ее на перегружатель 20. 4 ил. The invention relates to mining equipment, in particular to the design of shields for the excavation of mines and can be used in the device tunnels. The goal is to increase the maneuverability of the shield. The shield includes a body 1, an executive rock-breaking body consisting of a bucket 2, a telescopic boom 3 with a rod and turning mechanisms / PM / 5, 11. In the upper part of the body 1 are paired guides 9, on which the carriage 10 is mounted with the possibility of longitudinal movement , ...

Excavation method of road and railroad lower part using deck unit jacking

본 발명은 데크압입을 이용한 도로 및 철도하부의 지하구조물 구축용 터파기 방법에 관한 것으로, 그 목적은 지상에 선도판을 설치한 후 그 하부에 강관을 추진하면서 굴착작업을 하고 굴착된 공간에 지보를 설치하면서 새로운 추진공간을 확보하며 선도판의 후방으로 데크를 연속적으로 압입 설치함으로써, 지상의 이동은 유지하면서 데크의 저면에는 다양한 지하구조물을 설치할 수 있으며, 또한 지하구조물 구축을 위한 기초를 제공함은 물론 비개착에서와 같이 지표의 침하가 없으며 시공이 간편하여 공사기간, 공사비가 절감되도록 하는 데크압입을 이용한 도로 및 철도하부의 지하구조물 구축용 터파기 방법을 제공함에 있다. The present invention relates to a method for digging underground structures under roads and railways using deck press-fitting, and its purpose is to install a leading plate on the ground and to carry out the excavation work while propelling steel pipes in the lower part and to support it in the excavated space. By securing the new propulsion space and continuously press-installing the deck to the rear of the leading plate, it is possible to install various underground structures on the bottom of the deck while maintaining the movement of the ground. Of course, there is no settlement of the surface as in the non-attachment, and the construction is easy to provide a method of digging for the construction of underground structures under the road and railway using deck press to reduce the construction period, construction cost. 상기 목적달성을 위한 본 발명은 도로의 외부 양측에 추진기지를 형성하고 상기 추진기지 내에 강관을 위치시키며, 추진기지에 설치되는 데크거치대에 데크유닛을 안착시킨 후 상기 강관의 상부면에 연결하며, 상기 데크유닛의 선단에 선도판을 설치하여 굴착될 공간의 상부면을 덮어주고, 상기 일측의 추진기지에서 강관의 전진방향으로 소정의 거리만큼 선도판의 하부를 굴착하고, 굴착된 공간의 양측에 지보를 설치하여 무너짐을 방지하며, 상기 지보의 상부에 가이드앵글을 설치하여 데크유닛의 전진이 용이하도록 한 다음 상기 강관을 강관전진공간으로 압입함으로써 데크유닛 및 데크유닛 선단의 선도판이 전진하게 되고 이로 인해 데크유닛에 의해 덮여지는 지하구조물 구축공간이 확보되도록 하는 한편, 철로를 가로지르도록 터파기를 할 경우에는 상기 철로를 철로상승수단을 이용하여 상승시킨 후 상기와 같은 방법으로 터파기를 하여 지하구조물 구축공간을 형성하는 것을 그 기술적 요지로 한다. The present invention for achieving the above object is to form a propulsion base on the outer side of the road and position the steel pipe in the propulsion base, the deck unit is mounted on the deck mounting base installed on the propulsion base and then connected to the upper surface of the steel pipe, Install the lead plate at the tip of the ...

Precast horizontality tubular roof and tunnel construction method using the same

PURPOSE: A non-excavation type underground tunnel construction apparatus and a method thereof are provided to reduce construction times and construction costs by reduction in work delay due to change of design and on-site condition. CONSTITUTION: A non-excavation type underground tunnel construction apparatus comprises multiple press-fit tubes(20), an earth pressure support device, a soil excavation device, and a grout injection device. The multiple press-fit tubes are press-fitted by the drive force of a hydraulic jack. The earth pressure support device is installed inside a connection space which is formed by the cutting and removal of portions around the press-fit tubes. The soil excavation device is installed in order to eliminate the soil in the internal space of the press-fit tube. The grout injection device injects grout injection material into a soil layer.

Air injecting shield machine

PURPOSE: An air injection excavator is provided to prevent the top ground from collapsing by spraying water and air at the same time, and to improve the speed of excavating. CONSTITUTION: An air injection excavator comprises a screw, a casing(40), a chamber unit(220), a control unit(210), an air pressure control member(200), an air supply pipe, an air spray member(300), an air pressure sensor(430). The casing covers the screw. The chamber unit is formed between the casing and a linear conductor, and receives air. The control unit controls an air gap when the air flows in through the casing. The air supply pipe sprays the air toward the front surface of the linear conductor. The air spray member is composed of a nozzle, and is formed in the air supply pipe. The air pressure sensor measures the air pressure in the chamber unit.

None open cut tunnelling of arch type with hume pipe and con'c rib

본 발명에 따른 골조관과 콘크리트리브를 이용한 비개착식 터널굴착방법 및 그 방법에 의하여 설치된 터널구조체는 종래의 사각형 구조에서 아치라멘구조로 포물선의 터널형상을 도입하므로 종래의 정모멘트와 부모멘트에 의하여 지배받던 구조를 축력이 지배받는 구조체로 전환하여 전체적인 아치라멘구조의 안전성을 추구하였으며 터널의 단면력중 모멘트에 유리한 아치형의 단면을 갖게 성형되어 상부의 하중이 측면으로 분산되므로 하중에 대한 단면력이 유리해지며 구입이 용이한 골조관을 지지빔으로 활용하게 되므로 원가가 절감되며 조립식 공법으로 시공이 용이하여 시공기간이 단축되고 시공인력이 절감되며 곡선상의 터널의 시공이 가능하고 암반지역도 가능하게 되어 다양한 환경에서도 적용이 가능하고 공사중 상부 노반이 침하되지 않아 공사중의 시설을 안전하게 사용하는 것이 가능하다. The non-adhesive tunnel excavation method using the frame and the concrete rib according to the present invention and the tunnel structure installed by the method introduces the parabolic tunnel shape from the conventional rectangular structure to the arch ramen structure, so that the conventional moment and parent moment The structure controlled by the axial force was converted to the structure controlled by the axial force, and the stability of the overall arch ramen structure was pursued. The cross section force against the load is advantageous since the upper part of the tunnel is shaped to have an arcuate section that is favorable to the moment. The cost savings are achieved by using the easy-to-purchase skeleton pipe as a support beam, and the prefabricated construction method makes construction easier, shortening construction time, saving construction manpower, construction of curved tunnels, and rock area. It can be applied in various environments and the upper roadbed does not sink during construction. It is not possible to safely use the facilities under construction.

The Structure body of non-excavation-Tunnel and its method

본 발명은 지하구조물인 비 개착식 지하터널을 시공할 경우에 사용되어지는 구조체 및 그 시공방법에 관한 것이다. 특히 종래와 같이 별도의 지보공이나 구조체가 없이도 시공이 가능토록 함으로서 혁신적으로 공기 및 공사비를 줄일 수 있도록 한 것이다. 이를 위하여 지하터널이 시공될 위치의 상부 및 벽체에 일정간격이 이격되어지게 강관을 압입토록 하고 상기 강관은 강관의 상하외경에서 연장되게 끼임부가 형성하어지고, 이런 상태에서 상기 끼임부에 PC블럭을 끼워 압입토록 한 후 강관의 내부와 강관의 끼임부의 상하로 끼워진 PC블럭이 사이의 토사를 굴착토록 한 후 내부공간을 형성하고 형성되 내공간에서 철근을 배근하여 콘크리트를 타설토록 함으로서 별도의 구조체를 사용치 아니한 것이다. The present invention relates to a structure that is used when constructing a non-opening underground tunnel that is an underground structure, and a construction method thereof. In particular, it is possible to innovatively reduce the air and construction costs by allowing construction without a separate support or structure as in the prior art. To this end, the steel pipe is press-fitted so that a predetermined distance is spaced apart from the upper part and the wall of the location where the underground tunnel is to be constructed, and the steel pipe is formed to extend from the upper and lower diameters of the steel pipe, and in this state, the PC block After press-fitting, the PC block inserted into the inside of the steel pipe and the upper and lower parts of the steel pipe to excavate the soil between them, and then form the inner space, and reinforce the reinforcement in the inner space so that the concrete can be poured. Is not used.

敞开式tbm通过断层破碎带的方法

本发明公开了一种敞开式TBM过断层破碎带的施工方法，其充分利用TBM自身特点，一方面通过盾尾、刀盘注浆加固改善不良地质，另一方面通过盾尾泄水避免地下水造成不良地质进一步恶化，同时兼顾超前地质探测判明前方地质情况，指导现场施工及方案确定。该方法不仅适用于TBM过小断层施工，亦使用于过大断层施工，充分发挥了TBM自身的优越性，降低了卡机风险，较采用传统的绕洞法进行TBM过断层施工，工期、成本、安全及质量均实现可控。

实现地质探测的组合式tbm及地质探测掘进方法

一种实现地质探测的组合式TBM及地质探测掘进方法，涉及隧道及地下工程施工领域。实现地质探测的组合式TBM包括超前TBM和扩挖TBM，扩挖TBM包围在超前TBM外侧，超前TBM上搭载有探地雷达装置、地质钻机、声波探测装置、微震监测装置，超前TBM开挖能直接揭露隧道掌子面前方地质情况，且超前TBM上可搭载各种超前地质探测装备，既能预报超前TBM掌子面前方地质情况，又能预报扩挖TBM掌子面前方的地质环境。地质探测掘进方法在开挖时进行多种超前地质探测，准确预报隧洞掌子面前方及周围的工程地质、水文地质结构，从而有效避免TBM施工工程地质灾害，确保施工安全，加快进度，节约成本。

가변식 보링 머신 추진공법 및 그 장치

본 발명은 커터헤드부(K Zone), 토사이동회전삽부(L Zone), 유압구동기 및 지지용 수동유압잭부(M Zone), 중압잭 및 2번관 철판보강부(N Zone), 토사배출장치부(O Zone)의 5단계로 구분되며, 굴착장치에서 굴착반경을 자유롭게 조절할 수 있어 한종류의 굴착장치로 여러 구경의 추진공사를 수행할 수 있으며, 추진도중에 장애물이 나타났을시 손쉽게 대처할 수 있고, 공사비가 저렴하며, 추진속도가 일정하며, 공사 안전도 높게 강관을 추진하는 가변식 보링 머신 추진공법(KY-12추진공법)및 그 장치에 관한 것이다.

Tunnel Constructing Method Applying Space For Reducing Vibration

본 발명은 터널굴착 방법에 관한 것으로서, 보다 상세하게는 굴착 시 지표면으로 전달되는 진동과 소음을 최소화하면서 경제적 측면에서도 유리한 이중공법을 통한 터널굴착 방법에 관한 것이다. 이를 위해, 본 발명은 주위에 시설물이 구비된 곳에 터널을 굴착하는 방법에 있어서, 상기 완성될 터널에 있어서 상기 시설물이 위치된 측으로 무진동암반파쇄공법을 통하여 진동흡수공간부를 선굴착하는 단계와, 상기 진동흡수공간부 이외의 잔여터널부를 굴착하는 단계를 포함하며, 상기 진동흡수공간부와 잔여터널부의 굴착작업은 계단 형태로 서로 병행하여 이루어지며, 상기 잔여터널부는 상기 진동흡수공간부에 인접되어 다단의 계단형태로 구획되어 병행 굴착되도록 하며, 상기 각각 구획된 잔여터널부의 굴착은 상기 시설물에 반대방향 측으로 균열이 일어나 브레이커를 이용 균열이 일어난 부위를 굴착 가능할 정도로 발파되는 균열발파가 적용되는 것을 특징으로 하는 진동흡수공간부를 적용한 터널굴착방법을 제공한다. The present invention relates to a tunnel excavation method, and more particularly, to a tunnel excavation method through a dual method which is advantageous in terms of economics while minimizing vibration and noise transmitted to the ground surface during excavation. To this end, the present invention is a method for excavating a tunnel where facilities are provided in the surroundings, the step of pre-excavating the vibration absorbing space portion through the vibration-free rock crushing method to the side where the facility is located in the completed tunnel, And excavating the remaining tunnel portions other than the vibration absorbing space portion, wherein the excavation work of the vibration absorbing space portion and the remaining tunnel portion is performed in parallel with each other in a stair shape, and the remaining tunnel portion is adjacent to the vibration absorbing space portion. The excavation of partitioned residual tunnels is carried out by partitioning, and the excavation of each of the partitioned residual tunnels is applied to the facility in the opposite direction, so that the cracking blasting is applied to the site where the cracking can be excavated using a breaker. Provided is a tunnel excavation method applying a vibration absorbing space portion.

一种基于激光标靶定位的掘进机位姿测量方法

本发明一种基于激光标靶定位的掘进机位姿测量方法，属于掘进机位姿测量技术领域；所要解决的技术问题为：提供一种基于激光标靶定位的掘进机位姿测量装置硬件结构及其测量方法的改进；解决该技术问题采用的技术方案为：包括设置在掘进机后侧的第一激光发射器和第二激光发射器，掘进机的后侧还固定设置有激光标靶，所述第一激光发射器和第二激光发射器呈固定角度向掘进机后方发射激光线束，所述激光线束打在激光标靶上；所述激光标靶设置方向与掘进机正确的掘进方向垂直；所述掘进机内部设置有掘进机控制器，所述掘进机控制器的信号输出端与第一激光发射器、第二激光发射器相连，所述掘进机控制器通过导线与无线通信模块双向连接；本发明安装应用于掘进机。

隧道施工用抗浮装置及钢模衬砌台车和抗浮施工方法

本发明提供一种隧道施工用抗浮装置及钢模衬砌台车和抗浮施工方法。本发明采用的技术方案如下：一种隧道施工用抗浮装置，包括抗浮柱、升降缸和限位机构，抗浮柱下端经升降缸连接钢模衬砌台车的门架，抗浮柱上部沿轴向设有多个限位孔，限位机构包括限位安装体和限位销，其中限位安装体安装在钢模衬砌台车的模板，且限位安装体上设有限位安装通孔，限位销贯穿限位销安装孔并与抗浮柱上的限位孔配合。抗浮性能好、结构简单、安装方便、衬砌效果好，施工效率高。

用于随tbm掘进探测的检波器步进自动安装装置及方法

本公开提供了一种用于随TBM掘进探测的检波器步进自动安装装置及方法，所述装置包括壳体以及设置在壳体内的控制器，壳体的侧部设有至少两条相互平行的滑轨，一条滑轨上设有夹持机构，另一条滑轨上设有钻孔机构；壳体的底部设有用于沿TBM壳体上的轨道移动的轨道轮，壳体上设有距离探测元件，控制器根据距离探测元件的当前位置与前一个检波器之间的距离确定下一个检波器打孔位置，通过驱动机构控制钻孔机构和夹持机构动作实现自动钻孔和安装；本公开解决了现有安装方式费时费力、安装过程中易破坏与地面的耦合质量以及距离误差等问题，提高了TBM掘进探测的效率及质量。

一种钻注一体化锚杆施工装置及施工方法

本发明实施例涉及煤矿巷道支护技术领域，提供了一种钻注一体化锚杆施工装置及施工方法。本发明实施例提供的钻注一体化锚杆施工装置，包括：轴套，轴套的侧壁上开设有两个位于不同高度的通道，两个通道分别用于注入钻孔过程中所需要的水、锚固材料和空气；旋转轴，旋转轴可旋转地设置于轴套内，且旋转轴的顶部设置有用于连接锚杆的接口槽，旋转轴的底部设置有用于安装驱动器的驱动器接口；其中，两个通道分别与旋转轴的内部连通，以将水、锚固材料和空气通过旋转轴并经由接口槽送入到锚杆中。本发明实施例提供的锚杆施工装置，简化了锚杆支护作业工艺的复杂程度，提高了锚杆的施工效率。

TBM construction tunnel fault belts hole section processing structure

本发明公开的是TBM施工隧洞不良地质条件处理技术领域的一种TBM施工隧洞断层破碎带洞段处理结构及处理方法，该结构包括隧洞和位于隧洞掌子面前方的断层破碎带，所述隧洞掌子面中心设有导洞，导洞与隧洞延伸方向一致且贯穿整个断层破碎带，所述导洞围岩由喷射混凝土支护，并且在围岩上设有多个注浆钻孔，所述注浆钻孔远离隧洞中心的一端超过隧洞外围，所述注浆钻孔内设有注浆材料。本发明采用对断层破碎带进行先加固后掘进的方式，将断层破碎带变为相对稳定的区域后再进行TBM掘进，充分发挥了TBM快速掘进支护的特点，相对于现有的处理结构或方法，本发明效率更高、操作更安全、成本更低，具有很好的社会和经济效益。

Tunnel construction method

The tunnel excavation method reduces noise and vibration by perforating a long and large sized hole by use of a horizontal hole perforator, and repeating an explosion stroke by stroke. The method comprises the steps of : perforating one or more long holes(1) to the length of at least 6m, a cross section area of at least 0.05 m2, and a diameter of 250 - 1000 mm by using a truck(3a), a crane(3b) and a horizontal perforator(3c); perforating a hole(2), for laying an explosive, around a 1st minimum resistance line(W1); blasting the explosive stroke by stroke; perforating again the hole(2) around a 2nd minimum resistance line(W2) wider than the 1st resistance line(W1); blasting the explosive.

A kind of construction method of bored tunnel chemical grouting consolidation layer of sand

本发明公开了一种暗挖隧道化学灌浆固结砂层的施工方法，对隧道或者涵洞的钻孔端掌子面进行硬化处理，通过使用螺旋钻杆在隧道或者涵洞的超前支护的管棚间隙中钻孔，化学浆液通过进浆管由螺旋钻杆中间的通孔至钻头处出浆灌入砂土中，沿着钻孔端掌子面向拟灌浆区间自外向内分段灌浆，在隧道或涵洞的钻孔端掌子面灌浆并形成多个单孔砂土固结体后固结砂层，提高砂层的强度，本发明施工速度快、费用低。

Pressure apparatus for boring tunnel

본 발명은 지압 스킨플레이트(41)에 의해 서포터(43)를 비롯한 지압잭(44)이 내장될 수 있도록 지압벽(40)을 완성하여 낙하되는 버럭이나 암석으로부터 철저하게 보호받을 수 있게 되고, 지지체(42)에 외부 추진잭(50)이 조립됨으로써 일측지압판(45) 및 타측지압판(46)이 확장될 경우 보다 강력한 지지력으로 외부 추진잭(50)을 추진시킬 수 있도록 한 터널 굴착용 지압장치에 관한 것이다. The present invention enables the user to complete the acupressure wall 40 so that the acupressure jack 44 including the supporter 43 can be embedded by the acupressure skin plate 41 to be thoroughly protected from the falling rock or rock, The external propelling jack 50 is assembled to the external supporting jack 42 so that the external propelling jack 50 can be propelled with stronger supporting force when the one side supporting plate 45 and the other side supporting plate 46 are expanded .

Automatic additive adding device for mining concrete wet spraying

本发明公开了一种矿用混凝土湿喷添加剂自动添加装置，其包括混凝土喷射管，混凝土喷射管前端设置有湿喷机喷头，其中，添加装置配置有添加槽，添加槽与一压送机相连通，压送机与一添加泵相连通，添加泵通过连通管与混凝土喷射管相连通，连通管与混凝土喷射管的连通点位于湿喷机喷头后方。将添加剂放入添加槽内，并通过相应感应器能自动感应混凝土流速，并将流速信号传送给剂量控制器，剂量控制器将剂量添加信号传送给剂量调节器，剂量调节器调节从添加槽内添加的添加剂量，添加剂通过压送机压送添加剂，从添加剂泵内进入湿喷机喷头，能够有效、自动的调节添加剂的用量，而且能够有效监测到堵管的发生，大大提高了工作效果和安全性。

Self-propelled roof support of underground mining working

Hydraulic excavator for expanding diameter tunnel construction

Method for driving of inclined shafts and horizontal underground mines in cryolithozone conditions

FIELD: mining. SUBSTANCE: invention relates to the mining industry and is intended primarily for development of diamond-containing ores in cryolite zone using inclined shafts and underground mines. Method includes application of non-explosive technologies of rock mass destruction, their selective extraction, fixation of excavations by mechanized complex and transportation of rock mass. At that, in order to increase efficiency of driving of inclined shafts and horizontal underground mines in cryolite zone conditions due to elimination of negative effect of destructive element of tunneling equipment in bottomhole zone, boreholes and underground mines pass using laser process unit. Working face of the mine is treated with a laser beam from its center, for which a cylindrical hole with depth of 1 m is first created, which is then gradually expanded, conically shaped by laser beam processing, forming in the plane of the working face a continuous process of deepening and expanding the funnel-shaped cavity to the final contour of the bottomhole plane. Drilling of working in kimberlites by means of laser beam is performed by narrow cuts excluding formation of mechanical stresses in developed massif of kimberlite and preserving integrity of diamonds contained in it. EFFECT: use of the present invention will make it possible to preserve integrity of the surrounding massif of rocks, to improve quality of extracted mineral raw material at extraction of kimberlites and ecological purity of development. 1 cl, 1 tbl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 698 752 C1 (51) МПК E21D 9/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E21D 9/02 (2019.05) (21)(22) Заявка: 2019112017, 19.04.2019 (24) Дата начала отсчета срока действия патента: Дата регистрации: Приоритет(ы): (22) Дата подачи заявки: 19.04.2019 (45) Опубликовано: 29.08.2019 Бюл. № 25 2 6 9 8 7 5 2 R U (56) Список документов, цитированных в отчете о ...

Method of vertical and inclined workings driving and supporting and guard system for its implementation

FIELD: construction. SUBSTANCE: invention relates to underground construction at construction of vertical and inclined deep level openings. This is achieved by fact, that in method of vertical and inclined workings driving and attachment, which involves ground development and excavation in bottomhole zone, movable formwork installation, supply of concrete mixture in space formed by guard outer skin and formwork, concrete mixture compaction and support erection, according to invention support erection is performed in cycles, successively erecting sections of monolithic-compacted concrete with number of passes, providing further installation of one or two rings from cast iron tubings or reinforced concrete blocks, wherein concrete mixture supply until press chamber complete filling is performed with control of intensity and uniformity with concrete-conveying pipes overlapping after filling by means of controlled gates, which are regularly arranged along inner formwork circumference at pressure ring working stroke end, and then concrete mixture squeezing is performed in upward direction from press chamber with support onto rock and with formation of press-concrete support next pass. To implement method guard system is used including housing, rock-destructing working element, rock delivery mechanism, support erection mechanism, according to invention as destructing working element rotor type working member is used, which is made cone-shaped and rigidly connected with central hollow shaft, which is connected with gear wheel and driven into rotation by several hydraulic drives, gears, which come into engagement with gear wheel, driving rock destruction element with central shaft into rotation, wherein loosened rock delivery mechanism is located inside hollow shaft and made in form of screw, which lower end is pivotally supported against starting borer structure from rock destructing working element, and upper is connected with hydraulic drive arranged on guard housing ...

Feed mechanism for a mining machine

Construction method for double arch tunnel collapse section

本发明公开了双联拱隧道塌方段施工方法，解决了隧道塌方段处理初期支护沉降量过大侵占二衬的技术问题。本发明采用三导洞法结合双排超前小导管施工方法进行双联拱隧道塌方段施工。本发明设计科学合理，使用方便，在处理双联拱隧道塌方时通过双排超前小导管注浆固结形成有效的承载拱，中导洞、双侧导洞先行，有效地缩短正洞初期支护系统成形时间，达到隧道塌方段处理短进尺、勤支护的要求，同时有效地控制初期支护钢架下沉量，确保塌方处理的施工安全。

Protective screen

Изобретение относится к области строительства и может быть использовано при проходке туннелей, выработок в рыхлых горных породах путем создания защитных экранов для сооружения путепроводов, пешеходных переходов, при пересечении насыпей железнодорожных и автодорожных магистралей и иных искусственных сооружений. Техническим результатом является усовершенствование конструкции защитного экрана для исключения перекосов между секциями и снижение продавливающего усилия, прикладываемого к секции при сооружении защитного экрана. Технический результат достигается тем, что защитный экран включает ряд соединенных между собой труб или секций, состоящих из двух и более труб, в каждой из которых выполнен продольный вырез для вхождения в него примыкающей трубы и окна для размещения поперечной арматуры, вдоль продольных вырезов установлены ребра жесткости, а стенки продольных вырезов сопряжены с замково-направляющим устройством, при этом защитный экран выполнен с лидерной трубой, которая имеет два продольных выреза для вхождения в них и фиксации посредством замково-направляющего устройства труб, примыкающих к лидерной трубе, и соответственно два ряда ребер жесткости, расположенных вдоль этих вырезов, при этом продольные вырезы выполнены с таким расстоянием между их кромками, что соотношение диаметра трубы и расстояния между центрами окружностей смежных труб лежит в диапазоне 1/(0,5-0,9), окна для размещения поперечной арматуры выполнены такой высоты, что соотношение расстояния между кромками продольных вырезов и высоты окон лежит в диапазоне 1/(0,6-0,99). 2 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 682 272 C1 (51) МПК E21D 9/04 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E21D 9/04 (2018.05) (21)(22) Заявка: 2018116191, 28.04.2018 (24) Дата начала отсчета срока действия патента: Дата регистрации: 18.03.2019 (73) Патентообладатель(и): Сон Ир Бон (RU) (56) Список документов, цитированных в отчете о поиске: RU 121860 U1, ...

semi-shield method with improved directionality for recycle of casing

본 발명은 케이싱 재활용이 가능한 직진유지성 세미쉴드 공법에 관한 것으로, 그 목적은 추진구 및 도달구 형성시 사용된 케이싱의 재활용이 가능하고, 추진부의 추진 직진성이 유지되어 추진구에서 도달구까지 설정경로에 대한 이탈없이 신설관이 압입설치될 수 있는 케이싱 재활용이 가능한 직진유지성 세미쉴드 공법을 제공하는 것이다. 본 발명은 수직굴착이 이루어지면서 케이싱이 압입삽입되어 지반침하가 방지된 추진구 및 도달구가 형성되고, 관로내에서 신축추진부에 의해 추진력이 부여되어 추진부의 추진 직진성이 유지되면서 신설관이 압입설치되도록 되어 있다.