24 results about "Mud systems" patented technology

The invention relates to a modular construction platform impact holing super-long in-water pile foundation and a construction method thereof. According to the system, through modular design, the construction platform is decomposed into a plurality of modules which can be independently manufactured, transported and installed, and the flexibility and adaptability of construction are improved. By adopting the multi-point joint control technology of the shaped double-layer profile steel guide frame and the jack, the accurate sinking of the steel casing is realized, and the construction efficiency and precision are improved. The steel box-launder efficient circulating slurry system ensures cyclic utilization and real-time adjustment of slurry, and guarantees safety and stability of drilling operation. The construction method comprises the steps of steel trestle construction, modular temporary platform building, steel casing installation, ultra-long underwater pile foundation impact hole forming modular construction platform construction, slurry system construction, pile foundation hole forming construction and the like. The construction problem under the complex coastal environment is effectively solved, and remarkable technical economic and social benefits are achieved.

The invention discloses a lubricant for drilling fluid and a preparation method of the lubricant, and belongs to the field of oil and gas drilling chemical additives. In the water-based drilling fluid, microbubbles I with the diameter of 0.1-1 mu m and microbubbles II with the diameter of 1-10 mu m are prepared in situ, and a low-frequency sound field of 20-50 kHz and a high-frequency sound field of 200-500 kHz are adopted for alternate or superposed driving; the microbubbles I are rapidly broken to release the lubricant to achieve instantaneous efficient lubrication of the initial drilling section, and the microbubbles II are slowly broken to maintain the lubricating film to achieve lasting lubrication of the rear section. The preparation method comprises the following steps: mixing the base oil, the surfactant, the gas precursor and the foam adjusting aid in proportion, performing synchronous gas injection oscillation in a multi-frequency sound field to form a graded microbubble suspension, and performing settling separation and stabilizing treatment to obtain the product. The lubricant can obviously reduce the friction between a drilling tool and a well wall and prolong the service life of the drilling tool, is compatible with an existing slurry system, is free of waste water and waste gas emission in production, does not detect heavy metals after being used, is easy to degrade in surfactant and pollution-free to underground water, meets the requirement of green drilling, and has excellent engineering popularization value.

This invention relates to the field of geotechnical drilling engineering technology, and discloses a method for drilling small-diameter deep wells, comprising the following steps: using a positive circulation drilling rig to prepare a mud system based on the laterite soil of the construction site; using a composite reinforced roller cone bit for drilling operations in pebble layers; using a semi-automatic pulley system to connect or disconnect drill rods; using a positive circulation drilling rig to perform a segmented lifting and scraping wall composite process for drilling, in which a hole guide tool is used for scraping the wall; determining the depth of the aquifer before lowering the well casing; completing the butt joint connection of the well casing by welding, and completing the lowering and installation of the well casing; after the well casing is installed, sequentially performing mud replacement, air compressor agitation and well washing, and simultaneously completing the symmetrical backfilling of filter material; conducting a pumping test to complete the well completion quality acceptance. This invention can significantly improve drilling efficiency, well completion quality, and construction safety in complex pebble formations, while effectively reducing construction costs.

The invention discloses a movable slurry box in-groove-in-box combined desanding circulating slurry system and a construction method. The system comprises a volume-adjustable movable slurry box which is composed of a bottom plate, a longitudinal plate, a transverse partition plate and a waterproof groove and can be used as a multifunctional slurry storage device such as a waste water box and a circulating slurry box. Slurry in the construction groove section is conveyed to the rotational flow vibration coarse screen slag remover through an air compressor and a slurry pump to be subjected to coarse sand filtration, the slurry obtained after preliminary sand removal enters the circulating slurry box, the slurry and sand are suspended through stirring of the spiral stirring machine, then the slurry is conveyed to the rotational flow vibration fine screen slag remover, and fine sand and muck are separated; the purified slurry is mixed and regenerated in a slurry mixing box, and is returned to a construction groove section for reuse after being qualified. During construction, the box body can be assembled and adjusted in size according to groove section requirements, and is disassembled and moved to adjacent groove sections for repeated use along with construction propulsion. The in-groove and in-box combined desanding of the slurry is realized, the repeated utilization rate of the slurry is improved, and leakage pollution is avoided.

Systems and methods determine physical properties of drilling mud by modeling velocity and dispersion behavior of drilling mud based on signals received from a downhole fluid cell device. The systems and methods may determine fluid and / or gas properties. The systems and methods may provide enhancement to interpretation of data from logging tools. The systems and methods may be integrated with a drilling control system to design optimum drilling mud and / or provide real-time monitoring and adjustment of drilling mud properties.

The invention discloses a marine high-pressure slurry pump load test method and test device, and belongs to the technical field of ships. A high-pressure mud system, a mud pit and a main pipeline are arranged on the ship, the high-pressure mud system comprises a high-pressure mud pump, a first pipeline and a second pipeline, and the first pipeline is connected with the mud pit; a throttling blind plug with a throttling hole is arranged, flow and pressure parameters during operation of the high-pressure slurry pump are inquired, and accordingly the throttling blind plug of the throttling hole with the corresponding hole diameter size is designed or selected; the marine high-pressure slurry pump load test method comprises the steps that a second pipeline is connected with a main pipeline, the main pipeline extends to a ship outer plate, and a blind plate is installed on the main pipeline; a throttling blind plug is mounted on the blind plate, and the second pipeline is communicated with the main pipeline and is communicated with the outside through a throttling hole; seawater is supplied into the mud pool and the high-pressure mud pump, the high-pressure mud pump operates and tests, the seawater is discharged to the sea surface through the throttling hole, the test method is simplified, and the purposes of high efficiency and low cost are achieved.

This invention specifically discloses an environmentally friendly recyclable drilling mud for municipal directional drilling, its preparation process, and its application. The mud is composed of water, bio-enzyme-activated modified bentonite, polyaspartic acid derivatives, industrial solid waste fillers, plant extracts, a compound corrosion inhibitor, and functional regulators in specific mass percentages. Its preparation process includes pretreatment, base mud preparation, functional addition, and adjustment optimization steps; the application process covers construction grouting, slag removal, recycling, and final biodegradation treatment. This invention, through the synergistic utilization of environmentally friendly and biodegradable core components and industrial solid waste, endows the mud with excellent biodegradability. Waste mud can be discharged or reused after simple treatment. This mud system has stable performance and can be recycled more than 5 times. It has significant wall protection and anti-collapse effects in complex strata such as silty clay and sand layers, effectively controlling surface subsidence while significantly reducing water consumption, raw material costs, and waste disposal costs, achieving green, low-carbon, economical, safe, and efficient municipal directional drilling.

Systems and methods are provided for cooling a drilling mud in a drilling operation. In aspects, the disclosure includes drawing the drilling mud from a last active volume mud tank of a plurality of active volume mud tanks and conducting the drilling mud to a heat-exchanger apparatus and then returning the drilling mud to the last active volume mud tank. In other aspects, the disclosure includes a variable frequency drive (“VFD”) for controlling a pumping rate of an electrically driven pump for the drilling mud, wherein the VFD is capable of adjusting the pumping rate for pumping of the drilling mud through a heat-exchanger apparatus. In further aspects, systems and methods are provided that use a tube-and-shell heat exchanger. The aspects are independently capable of providing improved efficiency. These and other aspects are preferably used in combination for greater efficiency.

The invention discloses an electroosmosis well point precipitation method slurry curing system based on wind-light self energy supply, and relates to the technical field of engineering construction. Comprising a wind-light complementary self-powered system, an electroosmosis well point dewatering system, a mud pit system and a well point pipeline supporting system. The wind-light complementary self-powered system provides electric energy, the mud pool system conducts separation and solidification treatment on mud, and the separated mud is made into fresh mud. The electro-osmosis well point dewatering system is used for draining and solidifying solid particle parts of mud, drained water is drained into the mud pit system to make fresh mud, and the electro-osmosis well point dewatering system is arranged in the mud pit system under the support of the well point pipeline support system. A light energy and wind energy self-generating system is combined with an electroosmosis drainage technology and slurry waste liquid treatment, cyclic utilization of constructional engineering slurry, self-sufficiency of curing treatment energy and efficient and environment-friendly curing treatment are achieved, the efficiency and quality of cyclic utilization and curing of the slurry are improved, and energy consumption and environmental pollution are reduced.

A fluid containment device has a housing defining an inner chamber, an elongated vertical opening and a keyway slot. At least one door can alternate between a first open position (leaving the elongated vertical opening unobstructed) and a second closed position (causing the elongated vertical opening to be blocked or obstructed). With the door in said open position, the device can be quickly and efficiently positioned around a threaded connection existing between adjacent pipe sections. A variable diameter seal assembly can be selectively closed around the outer surfaces of any pipe sections, while simultaneously covering upper and lower keyway slot. The device prevents drilling fluid from uncontrolled splashing or spilling on personnel or the surrounding environment upon separation of the pipe sections, while also saving and redirecting the drilling fluid to a rig's mud system for further handling via outlet ports on the housing.

The invention provides a diaphragm type differential pressure switch for a mud system. The diaphragm type differential pressure switch for the mud system comprises a high-pressure end, a low-pressure end and a trigger structure, the high-pressure end further comprises a first flange and a first diaphragm, the first diaphragm is connected with one end of a first capillary tube, the low-pressure end further comprises a second flange and a second diaphragm, the second diaphragm is arranged in the center of the second flange, and the second diaphragm is connected with one end of a second capillary tube; and the trigger structure is connected with the other end of the first capillary tube and the other end of the second capillary tube, so that the trigger structure triggers a signal according to the pressure difference between the high-pressure end and the low-pressure end. The first capillary tube and the second capillary tube are used for changing the mode that a structure is directly triggered to make contact with mud in the prior art through the pressure transmission medium, and the technical problem that a mud system differential pressure switch cannot be easily blocked by silt in the prior art is solved.

The application relates to the technical field of engineering machinery, and aims to provide an intelligent linkage control device for a rotary drilling rig-mud system based on the Internet of Things, so as to solve the problem that an existing drilling rig control system and a mud pump station system independently operate and cannot be controlled in real time. The technical scheme can be summarized as follows: a sensing and monitoring module is used to collect drilling rig working condition parameters, pile casing parameters and mud state parameters; an edge computing module is used to calculate a pressure imbalance index in real time according to a coupling model among the drilling rig working condition, the mud performance in the pile casing and the pile casing water head difference, and the linkage control module is informed when the pressure imbalance index exceeds a corresponding preset threshold value; and a linkage control module is used to output corresponding control instructions to automatically adjust the pump speed and / or the feeding amount of a mud supply pump in the mud station and / or the drilling rig footage speed, so as to realize linkage control. The application avoids the problem that the drilling rig control system and the mud pump station system independently operate, and is suitable for long pile casing drilling construction.

The utility model discloses an integrated environment-friendly circulating slurry purification system which comprises an initial slurry pool, a first slurry pump, a second slurry pump, a circulating water tank, a circulating water tank and a circulating water tank, wherein the initial slurry pool is formed by driving a steel casing into the ground; the silt separator is used for treating the slurry pumped out by the first slurry pump and preliminarily separating out coarse slurry and gravel; the slurry box mechanism comprises at least two slurry boxes, a slurry inlet pipe is arranged at the bottom of the foremost slurry box, coarse slurry separated by the silt separator is introduced through the slurry inlet pipe, a second slurry pump is arranged at the bottom of the rearmost slurry box, and the slurry boxes are communicated through a water passing pipe arranged on the upper portions of the slurry boxes; and the slag collecting box is arranged on one side of the silt separator and is used for storing the sand separated by the silt separator. The mud pit can be machined in advance and assembled on a construction site, so that the construction cost is reduced, and the construction period is shortened.

The invention relates to an environment-friendly ultra-deep soft soil layer cast-in-place pile construction method and an energy recovery device. The environment-friendly ultra-deep soft soil layer cast-in-place pile construction device comprises a double-layer pile casing, a drilling machine, a slurry system and the energy recovery device. The construction method comprises the construction steps of site preparation and lofting, pile casing burying, drilling machine in-place and drilling bucket installation, pore-forming drilling and grouting wall protection, closed-circuit slurry purification and reinjection, hole cleaning detection, reinforcement cage lowering and positioning, guide pipe pouring and pile casing recycling. According to the method, drilling machine hydraulic system braking energy and motor braking energy are recovered in real time through an energy recovery device, energy recovery and supply are dynamically adjusted through a self-adaptive distribution algorithm based on real-time working condition data of a monitoring system, and energy saving and consumption reduction are achieved. The system has the advantages of remarkable energy conservation, high pile forming quality, high adaptability, high intelligent degree and the like, and is suitable for pile foundation construction of ultra-deep soft soil layers.

The application discloses a barrel foundation with a drag reduction system and a reaming and suction type sinking installation method, and relates to the field of barrel foundation sinking installation methods.The barrel foundation with a drag reduction system comprises a barrel foundation, a drag reduction system and a negative pressure sinking system with a reaming and suction device.The drag reduction system comprises a drag reduction barrel sleeve provided with a thixotropic mud channel and a thixotropic mud outlet, a thixotropic mud pipe and a thixotropic mud system; and the drag reduction is realized by pressing the thixotropic mud into the gap between the drag reduction barrel sleeve and the soil.The negative pressure sinking system with a reaming and suction device comprises a reaming and suction device, a negative pressure sinking barrel cover and a negative pressure system, and the reaming and suction device is provided with a reamer head, a cement slurry injection port and a high-pressure water injection port; and the reaming and suction device is used for realizing negative pressure sinking, soil and rock reaming and suction and soil reinforcement.The drag reduction system and the reaming and suction device can effectively reduce the sinking resistance of the barrel foundation, improve the sinking construction speed and be suitable for more construction terrains; the soil reinforcement operation improves the seepage stability of the barrel foundation, and effectively controls the deformation and uneven settlement in long-term construction.

The invention discloses a natural gas maturity continuous detection method based on drilling rock debris tank head gas, and belongs to the field of deep sea oil-gas exploration, and the natural gas maturity continuous detection method comprises the following steps: S1, rock debris sample treatment; s2, collecting a sample; s3, storing and transporting the sample; s4, heating in a water bath; s5, testing and analyzing; and S6, data processing: fitting mudstone section light hydrocarbon maturity parameters and mud gas methane carbon isotope or kerogen vitrinite reflectivity, establishing a rock debris tank top gas light hydrocarbon maturity model, and estimating the maturity of natural gas / kerogen around an exploratory well. By optimizing the sample treatment and analysis process, continuous and low-cost detection of the natural gas maturity under the oil-based mud system is realized, and an efficient technical means is provided for deep sea oil-gas exploration. The method is verified in the practical application of the B52 well of the dolomitic sag in the Pearl Jiangkou basin, and the exploration precision requirement is met.

The application discloses a kind of foundation pit slag continuous slagging and preparation mud system and method, including foundation pit part, including ground as main body, the middle part of ground is equipped with foundation pit, several foundation pit support beams are arranged on foundation pit, several support beam tracks are arranged on foundation pit support beam, and mud pool is equipped with in the vicinity of the outside of support beam track in the periphery of ground, foundation pit;Slagging part is installed on support beam track, for the slag of inside foundation pit is shovelled and is transported;Preprocessing part is installed in the periphery of foundation pit, outside support beam track, for the slag of shovelling and transporting from slagging part is crushed, impurity is removed, screening, unloading;Regulation part is installed on mud pool, including mixer, water tank, pressure pump, filter press.The application can greatly save foundation pit slag processing cost, improve slag utilization rate while filling the large amount of mud demand of construction, greatly improve the preparation mud efficiency, slag transport, processing efficiency.

The invention relates to a monitoring method for preventing black and odorous river water, which comprises the following steps of: simulating different bottom mud systems, drawing a DO-t change curve of the simulation system, and calculating the black and odorous river water on the basis of the DO-t change curve obtained in the step (2) by taking the initial Fe < 2 + > or AVS content of the bottom mud as a horizontal coordinate, taking the maximum oxygen consumption as a vertical coordinate and taking the initial Fe < 2 + > or AVS content of the bottom mud as the horizontal coordinate; and drawing a relation curve between the oxygen consumption and the bottom mud Fe < 2 + > or AVS content by taking the oxygen consumption as a vertical coordinate, obtaining a relational expression y = kx + b, the oxygen consumption y is DO initial-DOmin, calculating the bottom mud Fe < 2 + > or AVS content when the water body is black and odorous according to the corresponding oxygen consumption when the DOmin is 2mg / L, taking the bottom mud Fe < 2 + > or AVS content as a bottom mud Fe < 2 + > or AVS limit value, and setting the bottom mud Fe < 2 + > or AVS control threshold value to be less than or equal to the corresponding limit value. Monitoring according to the condition that the Fe < 2 + > or AVS content of the bottom mud does not exceed a control threshold value so as to prevent the water body from being black and odorous.

The invention discloses an in-tunnel horizontal drilling mud wall protecting and pressure maintaining device and method. The in-tunnel horizontal drilling mud wall protecting and pressure maintaining device comprises an orifice pipe assembly arranged on a horizontal drilling rod at a drilling position and a mud system arranged in a tunnel. According to the device and method, the opening pressure value of the slurry pressure adjusting device is set according to the working pressure of horizontal drilling slurry, and the opening pressure value of the slurry pressure adjusting device is adjusted by rotating a pressure adjusting rod and changing the compression degree of a compression spring; when drilling is stopped and the ruler is added in the drilling process, the booster pump is started immediately after the slurry pump is closed; in the drilling stopping and ruler adding process, when the pressure value of the slurry in the horizontal drill hole is smaller than the opening pressure value set by the slurry pressure adjusting device, the booster pump pumps the slurry into the orifice pipe, the slurry lost due to the leakage phenomenon in the horizontal drill hole can be supplemented when the drilling rod stops drilling and adds the ruler, and the slurry pressure is automatically applied to the horizontal drill hole; and the hole collapse risk caused by slurry leakage in horizontal drilling is effectively solved.

According to the slurry shield deslagging amount estimation method and system based on the storage pool liquid level, continuous and automatic estimation of the deslagging amount is achieved based on solid-liquid volume conservation by fusing multi-source data such as the storage pool system liquid level change, the water supplementing amount, the filter pressing waste slurry amount and the laser scanning muck volume in real time. The method effectively overcomes the defects that traditional manual statistics is low in efficiency, large in error and incomprehensive in estimation depending on a single main parameter, and the real-time performance and accuracy of slag tapping quantity monitoring are remarkably improved. According to the invention, real-time and reliable data feedback can be provided for constructors, so that the stratum change of a tunneling face and the working state of a slurry system can be mastered more accurately, optimization and adjustment of tunneling parameters are supported, construction risks such as over-excavation, under-excavation and gushing can be prevented, and finally, safety, efficiency and controllability of shield construction are guaranteed; and slurry shield construction is promoted to develop towards digitization and intelligentization directions.

This invention discloses a visual experimental apparatus and method for simulating and sealing leakage from fractures with both overflow and leakage. The apparatus includes a wellbore simulation device, a sealing mud system, a rough fracture plate, a monitoring system, and a gas intrusion system. The wellbore simulation device is connected to both the sealing mud system and the rough fracture plate. The monitoring system is used to observe images of the rough fracture plate and the pressure values ​​of the wellbore simulation device, the sealing mud system, and the gas intrusion system. The sealing mud system injects sealing mud into the rough fracture plate through an internal gas source device. The gas intrusion system inputs gas into the rough fracture plate through a gas cylinder. The monitoring system is used to observe and record the fluid flow and particle bridging behavior within the rough fracture plate and to detect the internal pressure of the wellbore simulation device during the experiment. This invention solves the technical problems of complex experimental procedures, poor operability, and low simulation level in existing technologies by providing a visual experimental apparatus and method for simulating and sealing leakage from fractures with both overflow and leakage.

Disclosed embodiments relate to MPD well drilling methods, for example allowing evaluation of whether an influx can safely be circulated out of the system. For example, a simulator can be used with parameter data from the MPD system to estimate in real time whether the influx can be circulated by the MPD system without exceeding equipment limits, and may be flexible enough to address both oil and water-based mud systems. For example, the simulator may use a multi-phase flow model to estimate the maximum pressure and maximum flowrate, which can then be compared to the equipment limits to determine whether or not the influx can be safely circulated by the MPD system. In some embodiments, the simulator can also be run iteratively to allow for optimization of the fluid circulation process. Systems and devices related to such methods are also disclosed.

The utility model discloses a mud tank and a subsea valve switch indicating device thereof, and relates to the technical field of well drilling, and the subsea valve switch indicating device comprises a mounting substrate arranged on the upper tank surface of a mud tank body; one end of the indicating plate is rotationally mounted on the mounting substrate; at least two driving parts are arranged on the periphery of the rotating sleeve, the top surface of the rotating sleeve is lower than the bottom surface of the mounting base plate, when the subsea valve control lead screw rotates, the rotating sleeve drives the driving parts to rotate, and the driving parts drive the indicating plate to turn over relative to the mounting base plate; the opening and closing state of the sea valve is determined according to the overturning direction of the indicator board. Therefore, it is guaranteed that the sea valve control lead screw is not exposed out of the upper layer tank face of the mud tank body in the non-adjusting state, the injury risk of workers is reduced, the opening and closing state of the sea valve can be rapidly and accurately judged through the indicator board, the operation efficiency of a mud system is improved, and operation errors caused by misjudgment of the opening and closing state of the sea valve can be effectively avoided.

The application provides a shale oil geochemical index evaluation method, and relates to the field of oil and gas exploration, and comprises the following steps: establishing a mathematical model of geochemical indexes under an oil-based mud system; measuring the organic carbon TOC content under a water-based mud system and the organic carbon TOC content under the oil-based mud system of multiple same depths of the same reference well; establishing a linear regression equation of the geochemical indexes under the oil-based mud system according to the mathematical model of the geochemical indexes and the measurement results; determining the organic carbon TOC content under the water-based mud system of a to-be-predicted area based on the linear regression equation; and evaluating the geochemical indexes of the to-be-predicted area according to the organic carbon TOC content under the water-based mud system of the to-be-predicted area. The evaluation method only needs to measure the organic carbon TOC content under the oil-based mud system of the same well, and uses the organic carbon TOC content under the water-based mud system to evaluate the geochemical parameters according to the regression equation, thereby improving the accuracy of the evaluation of the geochemical indexes.