101results about How to "Save time drilling" patented technology

A drilling platform power management system includes: the data acquisition module (1), the central PLC module (2), the first communications module (3), the second communication module (4), the drilling PLC module (5) and the frequency-changer modules (6); the data acquisition module (1) is connected with the first communication module (3)through the central PLC module (2), the second communication module (4) is connected with the frequency-changer modules (6) through the drilling PLC module (5). The invention achieves the function of unmanned cabin, marine engineers need not wait out the cabin to increase or reduce the units according the need of drilling condition, so more time can be used to check and service other auxiliary equipments. In addition, the station automatic management conversion time is short, the management is swift, valuable drilling time is saved.

The invention discloses a downhole controllable nuclear magnetic resonance well logging during drilling device. The device comprises an axially and vertically arranged device body, an electronic circuit part and a measurement probe part, wherein the device body is supported by a non-magnetic drill collar (10); the upper side of the device body is connected with a drill bit driving part (1), and the lower side of the device body is connected with a drill bit (11); the device body is provided with an axial mud channel (3) through which drilling fluid flows; the electronic circuit part is accommodated in an electronic circuit cabin (2) and is used for receiving and processing a signal from the measurement probe part; the measurement probe part comprises a main magnetic body pair consisting of two axially arranged main magnetic bodies (4a and 4b) with opposite magnetic poles; the two main magnetic bodies (4a and 4b) are symmetrically arranged in the axial direction relative to the axial center of the device body; the axial distance between the two main magnetic bodies can be changed.

The invention discloses a pole disc type multi-boom drill jumbo, which comprises a chassis traveling mechanism, a machine frame, an engine, a hydraulic system, a cooling system, an electric system, a slag removal system, an operating system, a pole disc mechanism, a plurality of main boom assemblies, a pushing beam assembly and a rock drilling machine, wherein the machine frame is arranged on the chassis traveling mechanism and comprises a front machine frame and a back machine frame; the front machine frame and the back machine frame are hinged; the engine, the hydraulic system, the cooling system, the electric system, the slag removal system and the operating system are arranged on the back machine frame; the pole disc mechanism is arranged on the front machine frame; the main boom assemblies are arranged on the pole disc mechanism; the pushing beam assembly is arranged on the main boom assemblies, and the rock drilling machine is arranged on the pushing beam assembly. The pole disc type multi-boom drill jumbo has the advantages that the operation is simple, the drilling and positioning speed is high, the rock drilling operation efficiency is high, and the ideal equipment for mountain cutting and tunnel excavation is provided.

The invention discloses a method for quickly judging the construction quality of a waterproof curtain, and belongs to the field of building construction. According to the method for quickly judging the construction quality of the waterproof curtain, inner water level observation wells and outer water level observation wells are drilled at equal intervals on the inner and outer sides of a water-stop curtain pile, the inner part of the waterproof curtain pile is cleaned, a pipeline is placed under the waterproof curtain pile, sand and gravel filter materials are put into the waterproof curtain pile for filtering, and finally backfilling and tamping are carried out on the outer part of the pipeline; the water level difference between the inner water level observation wells and the outer waterlevel observation wells is detected by performing constant flow pumping, whether the rule that the water level of each inner water level observation well and the water level of each outer water levelobservation well are simultaneously lowered and the water level difference is greater than 150mm is met or not is judged, if the rule is met, the water level observation well at the position is marked for subsequent accurate detection to perform key detection with expanded scope conveniently. If the rule is not met, only the inner water level observation wells and the adjacent inner water level observation wells and the central point need to be detected.

The invention discloses a hole drilling hole position and depth self-adjusting type tunnel blasting hole drilling device, which comprises a horizontal base plate, a horizontal bottom plate, a hole drilling device and a jacking mechanism, wherein the hole drilling device is arranged above the horizontal bottom plate and can forwards and backwards move on the horizontal plane; the jacking mechanism pushes the hole drilling device to forwards and backwards move and correspondingly regulates the hole drilling depth of the hole drilling device; the hole drilling device comprises an annular rail, a hole drilling machine frame, two rail support seats and a vertical installing seat; the vertical installing seat is positioned at the back side of the annular rail; a transverse slide moving rail is arranged at the front side of the hole drilling machine frame; a plurality of drilling tool installing seats capable of doing transversely slide moving are arranged on the transverse slide moving rail; the jacking mechanism comprises a jacking plate and a plurality of jacking hydraulic cylinders; and a horizontal slide moving seat is arranged at the bottom of the vertical installing seat. The hole drilling hole position and depth self-adjusting type tunnel blasting hole drilling device has the advantages that the structure is simple; the design is reasonable; the installation and the arrangement are convenient; the use and the operation are simple and convenient; the use effect is good; the hole drilling process of a plurality of blast holes in a blasting surface can be simply, conveniently and fast completed; and the hole drilling hole position and the hole drilling depth can be simply and conveniently regulated.

The invention discloses a while-drilling micro-bore-enlarging well wall trimming tool and a using method thereof. The trimming tool comprises a cylindrical body, a plurality of centralizing belts arranged on the surface of the cylindrical body, and cutting teeth. The cylindrical body can be connected to a drill collar and rotate along with rotation of the drill collar. Every two centralizing belts are parallel, and each centralizing belt is spirally arranged on the surface of the body in a protruding mode. The upper and lower ends of the centralizing belts are in arc transition with the body. Hard alloy layers are arranged at the bottoms of the centralizing belts, the cutting teeth are inlaid in the area, with the hard alloy layer, of one centralizing belt in the longitudinal direction, and the diameter of the part with the cutting teeth is larger than that of a drill bit. In the use process, the trimming tool is installed on the drill collar on the upper side of the drill bit and can automatically trim well wall micro-steps and irregular well sections and perform micro-enlarging on a wellbore in the normal drilling process, the diameter of the enlarged wellbore is larger than that of the drill bit, a casing pipe can be lowered without drilling-down or pigging, and thus drilling time is shortened.

The invention relates to a hydraulic impactor driven by a spiral impeller. The hydraulic impactor driven by the spiral impeller comprises a transmission pup joint, a threaded lock, an impact cavity, arectifier, an impeller shaft and an impactor main body; one end of the rectifier is open and the other end of the rectifier is provided with a closed plate; the closed plate is provided with run-through drainage hole and main flow channel; an impeller is arranged on the impeller shaft; an upper fixed plate and a lower fixed plate are arranged on the impeller shaft positioned above and below the impeller correspondingly; a transmission plate is arranged at the tail end of the impeller shaft; the upper fixed plate and the lower fixed plate are provided with flow channel mouths correspondingly;the transmission plate is provided with an overflow hole; the impeller shaft is positioned in the rectifier; the transmission plate is positioned on one side of the closed plate and positioned above the closed plate; the impact cavity adopts a hollow run-through structure; the top of the impact cavity is in threaded connection with the impactor main body; the threaded lock is positioned blow the internal part of the impact cavity; one end of the transmission pup joint is inserted into the impact cavity and is in threaded connection with the threaded lock; and the transmission pup joint and theimpact cavity are matched through an orthohexagnal surface. The hydraulic impactor driven by the spiral impeller can solve the problems that the existing impactor has too short life and too small single-time impact force.

The invention discloses an automatic lifting drilling machine for high-position punching of medium-thickness coal seams. The automatic lifting drilling machine comprises a lifting unit, a rotating unit and a punching unit. The lifting unit comprises a front hydraulic cylinder and a rear hydraulic cylinder, cylinder bodies of the front hydraulic cylinder and the rear hydraulic cylinder are fixed tothe rotating unit, and piston rods of the front hydraulic cylinder and the rear hydraulic cylinder are connected with the punching unit. The automatic lifting drilling machine has the following advantages that the problems that an existing drilling machine cannot effectively conduct high-position punching of the medium-thickness coal seams, and adjusting of the punching angle is not flexible aresolved, automatic lifting, adjusting of the punching pitch angle, and adjusting of the horizontal rotating angle can be achieved, and the punching accuracy, the high-position punching efficiency and safety are improved.

The invention discloses a stratum reinforcement PSC construction method which comprises the following construction steps: lofting hole sites; performing first hole construction; determining slurry proportion; performing stratum drainage construction; performing stratum reinforcement grouting; repeating the previous steps, thereby finishing all the stratum reinforcement PSC construction steps. The stratum reinforcement PSC construction method has the beneficial effects that equipment used in the stratum reinforcement method is relatively small in size and flexible in movement among hole sites; the slurry consolidation time can be regulated according to practical situations; the slurry penetrability is favorable; the slurry can be consolidated under the condition of circulating water, is difficult to dissolve and good in water stop effect; the reinforcement method is applicable to various strata, wide in application range, good in environment-friendly functional effect, less in environment pollution, good in safe operation function and high in construction speed; by virtue of adopting the technology for construction, the construction process includes advancing-type construction and backing-type construction, additional hole guiding is not needed, the additional hole guiding time is saved, and hole collapse is avoided; the preparation of construction is simple, around-the-clock construction can be performed and the engineering cost is low.