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63results about How to "Reduce hydrostatic pressure" patented technology

Composition for controlling wellbore fluid and gas invasion and method for using same

The disclosure is directed to a composition for controlling wellbore fluid and gas invasion including methods for using said composition. The composition of the invention is a flowable slurry preferably comprising about 70 to 30% by weight of magnesium oxychloride and about 70 to 30% by weight of water. The composition is a flowable slurry at composition temperatures below about 60° C. and sets to form a substantially solid mass upon reaching a composition temperature of about 60-68° C. The phase transition is rapid, thereby limiting or avoiding formation of gel states which contribute to incomplete wellbore seals. The rapid set of the slurry further avoids invasive contamination of earthen formations surrounding the wellbore. The composition has a near-linear relationship between the time required for the phase transition to occur and the composition temperature at which the phase transition occurs. This advantageous property permits the composition set time to be accurately determined and modified as required through the addition of accelerators and inhibitors. The phase transition occurs predictably at high pressures typical of those encountered in wellbore operations. Additives may be included to modify the properties of the composition. The method includes use of the composition to control the loss of fluids and gases from the wellbore.
Owner:HALLIBURTON ENERGY SERVICES INC

Composition for controlling wellbore fluid and gas invasion and method for using same

InactiveUS20040040711A1Reduce hydrostatic pressureReadily cut through by a drill bitFluid removalFlushingLinear relationshipSlurry
The disclosure is directed to a composition for controlling wellbore fluid and gas invasion including methods for using said composition. The composition of the invention is a flowable slurry preferably comprising about 70 to 30% by weight of magnesium oxychloride and about 70 to 30% by weight of water. The composition is a flowable slurry at composition temperatures below about 60° C. and sets to form a substantially solid mass upon reaching a composition temperature of about 60-68° C. The phase transition is rapid, thereby limiting or avoiding formation of gel states which contribute to incomplete wellbore seals. The rapid set of the slurry further avoids invasive contamination of earthen formations surrounding the wellbore. The composition has a near-linear relationship between the time required for the phase transition to occur and the composition temperature at which the phase transition occurs. This advantageous property permits the composition set time to be accurately determined and modified as required through the addition of accelerators and inhibitors. The phase transition occurs predictably at high pressures typical of those encountered in wellbore operations. Additives may be included to modify the properties of the composition. The method includes use of the composition to control the loss of fluids and gases from the wellbore.
Owner:HALLIBURTON ENERGY SERVICES INC

Unfavorable geological body crossing tunnel casing bridge underground structure and construction method thereof

An unfavorable geological body crossing tunnel casing bridge underground structure and a construction method thereof belong to the field of tunnel engineering. The unfavorable geological body crossingtunnel casing bridge underground structure comprises a primary lining system, a casing bridge structure and a second lining. The construction method comprises that pipe pieces are embedded onto steeltube arches through grooves, the steel tube arches are connected with first-type support piles through diameter-variable connectors, grade beams are poured on the connecting parts of the first-type support piles, the diameter-variable connectors and the steel tube arch to form the primary lining system; second-type support piles are between the grade beams on both sides of an excavated section, capping beams are poured at the tops of the second-type support piles, a layer of rubber cushion is laid on the capping piles, box girder inverted arches are hoisted onto the rubber cushion to form a casing bridge structure; the primary lining system and the casing bridge structure are connected in a poured mode through the box girder inverted arches and prefabricated reinforcing bars of the gradebeams on both sides; the second lining is poured to form the unfavorable geological body crossing tunnel bridge casing underground structure. The unfavorable geological body crossing tunnel bridge casing underground structure and construction method thereof can cross unfavorable geological bodies such as karst caves, underground rivers and soft ground, and meanwhile, can effectively transfer surrounding rock pressure, reduce deformation of tunnels and ensure construction safety.
Owner:甘肃智广地质工程勘察设计有限公司

Rotary deep drawing forming mold of thin-wall cup-shaped part

The invention discloses a rotary deep drawing forming mold of a thin-wall cup-shaped part. The mold comprises a punch, a forming female mold and a lower mold plate, the forming female mold is coaxially provided with a composite mold cavity allowing a blank to be placed in, the end face of the contact of the punch and the blank is a conical boss mold face, the composite mold cavity is formed through compositing of a V mold cavity in the upper portion and a rectangular mold cavity in the lower portion, the two sides of the connecting position of the V mold cavity and the rectangular mold cavityare each provided with multi-pass arc convex face tables making contact with the blank, the multi-pass arc convex face tables are sequentially mounted from top to bottom, the arc radii of the convex face tables are sequentially increased, the number of the arc convex face tables on one side is larger than that of the arc convex face tables on the other side by one, the forming die mold is an asymmetric annular rotation body, the additional arc convex face table is mounted on the highest position on the side, according to the mold, the steel forming property can be improved, the forming component comprehensive mechanical property can be improved, and the defect that strength differences of all directions of a traditional thin drawing forming thin-wall cup-shaped part are large can be overcome.
Owner:ZHONGBEI UNIV

Vegetation type anchor rod ecological bag and slope protection method thereof

The invention discloses a vegetation type anchor rod ecological bag and a slope protection method thereof. The method comprises the first step of construction preparing, the second step of measuring and lofting, the third step of base cleaning and leveling, the fourth step of ecological bag filling and mixing, the fifth step of ecological bag packing, the sixth step of slope body earthwork backfilling, the seventh step of slope ratio determining through wire pulling, the eighth step of ecological bag building, the ninth step of slope face cleaning, the tenth step of afforest constructing, and the eleventh step of maintaining. According to the vegetation type anchor rod ecological bag, water is allowed to seep out of a bag body, the hydrostatic pressure of the bag body is reduced, the soil in the bag is not allowed to get out of the bag body, the purpose of conservation of water and soil is achieved, the bag body becomes a medium for the survival of plants, and the bag body is soft and good in integrity. An anchor rod connecting assembly is adopted, the whole bag is subjected to the force, the vegetation type anchor rod ecological bag has scientific stability, and the construction method is simple and convenient. The vegetation type anchor rod ecological bag has high adaptability to the environment, the environment can be beautified after construction, air can be purified, the vision fatigue is relieved, and the vegetation type anchor rod ecological bag is integrated with the nature.
Owner:ZHEJIANG UNIV OF WATER RESOURCES & ELECTRIC POWER
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