32results about How to "Sinking fast" patented technology

The invention discloses a self-sinking fish reef comprising a self-sinking support. The self-sinking support comprises a platform, a trapezoidal support frame is arranged below the platform, and the support frame is connected by side support rods on the side faces and a bottom support rod at the bottom. Limiting columns are arranged on the portion, on the inner sides of the side support rods, below the platform. A positioning boss protruding upwards is arranged on the portion of the upper side of the platform. Multifunctional tubes are arranged at the positions close to the edge of the positioning boss. A combined reef body is arranged above the platform, and comprises annular reefs matched with the edge of the positioning boss. Through positioning holes capable of accommodating pins are formed at the side positions, close to the tops or bottoms, of the annular reefs. The self-sinking fish reef has the advantages of high sinking speed, layout stability, high proliferation efficiency, high success rate and capability of replacing proliferation varieties as required.

The invention discloses a desulfurization reusing method for the high sulfur middlings and tailings; firstly, the high sulfur middlings and tailings are crushed into particles with the granularity less than 3mm; then the crushed high sulfur middlings and tailings evenly flow into a jigger; the substances in the crushed high sulfur middlings and tailings are divided into layers according to the densities by the jigger; the sulfur concentrate is separated from the jigger; the sulfur content of the obtained sulfur concentrate is 32%-34.78%; the coal sludge is separated by a separation bed mounted on the jigger; then remained substances after the jigger and the separation bed are fed into a shaking table for separation to obtain the cleaned coal with the sulfur content less than 3%. The process of the desulfurization reusing method for the high sulfur middlings and tailings not only can realize the sulfur coal separation, but also can adopt the non-pollution mechanical method separation process to prevent the secondary environmental pollution; meanwhile, compared with the common flotation method desulfurization process, the reusing method which adopts the jigging, classification and shaking table processes has the advantages of simple process, less investment and rapid effect.

The invention discloses a quick sunken artificial fish reef. The quick sunken artificial fish reef aims to overcome shortcomings that an existing artificial fish reef has simple functions, can be easily blocked after being used for a period of time and is unfavorable for gathering life of fish schools. The quick sunken artificial fish reef comprises a seaweed culture matrix and a fish reef matrix. A plurality of partition sheets are arranged on the outer wall of the fish reef matrix, an open shelter zone for fish schools is formed by a space between each two adjacent partition sheets, impact balls which are used for impacting the fish reef matrix are connected onto the seaweed culture matrix, high-pressure air which is used for washing fish shelter cavities is arranged on the fish reef matrix, the impact balls can set off for resilience mechanisms, air covers can be cut by the resilience mechanisms, the high-pressure air can flow out and wash the fish shelter cavities, and accordingly the fish shelter cavities can be prevented from being blocked. The quick sunken artificial fish reef has the advantages that habitat, reproduction and enemy shelter places can be provided for the fish schools by the artificial fish reef, seaweed further can be cultivated, and accordingly the quick sunken artificial fish reef has a high economic benefit; the artificial fish reef is high in stability after being released and used, and the fish shelter cavities in the fish reef matrix can be prevented from being blocked.

The invention discloses a steel-concrete composite cylinder-type foundation structure and a construction method thereof. A concrete cylinder-type transition section with a cambered wall surface is arranged on a concrete top cover; a cylinder structure which is formed by a concrete cylinder wall and a steel cylinder wall is arranged on the lower side of the concrete top cover; air blow / water pipes are uniformly arranged in the concrete cylinder wall along the radial direction; and a steel subdivision plate is arranged in the internal space of the steel cylinder wall. The construction method comprises the following steps of: prefabricating the steel-concrete composite cylinder-type foundation structure on the land; transporting the whole foundation structure to a construction site in a floating mode, and performing self-weight sinking construction and negative pressure sinking construction; after the negative pressure sinking construction is stopped, performing groundbreaking sinking construction through the air blow / water pipes; and leveling by applying different in-cabin positive pressure onto all sub-cabins through a pump system when the foundation structure is inclined in the sinking process. The foundation structure can be extremely easily sunk into a soil body to reach a designed sinking depth by overcoming the resistance of the soil body, and the sinking speed and the sinking arrival rate of a cylinder-type foundation can be substantially improved, so that the construction period of a foundation structure system is shortened, and engineering cost is greatly reduced.

The invention discloses a method for preparing sodium fluoride from defluorination residue generated in production of phosphoric acid by a wet process. The method comprises the following steps of respectively recycling mother liquid, sodium carbonate and defluorination residue slurry, reacting and crystallizing the defluorination residue slurry and a sodium carbonate solution and simultaneously returning fine sodium fluoride particles to the system for secondary growth. By larger sinking speed difference between sodium fluoride and silicon dioxide, the separation of sodium fluoride from silicon dioxide is achieved, and the technical problem of difficulty in separation of sodium fluoride from SiO2 is effectively solved. The sodium fluoride product obtained by the method is coarse, more than 85% of the sodium fluoride product has particle diameter greater than 0.35mm and the yield of fluorine in the sodium fluoride product is above 85%. By the method, the circulation of the mother liquid is achieved, the water consumption as well as the production cost are decreased, and the method has good social and economic values and is suitable for being popularized and applied.

The invention discloses a construction method of a high pressure jet grouting hollow strengthening tubular pile and the high pressure jet grouting hollow strengthening tubular pile. For solving the problems that an existing steel tube submergence method leads to bad adhesive effect between a hollow strengthening pipe and a jet grouting body, and the entire rigidity of a tubular pile is low, the construction method of the high pressure jet grouting hollow strengthening tubular pile comprises the following steps: (1) forming a high pressure jet grouting tubular pile, (2), communicating the hollow strengthening pipe and a high spraying grouting pipe of a high spraying grouter; and (3), placing the hollow strengthening pipe into a high pressure jet grouting pile body before cement slurry is initially set, and the bottom end of the hollow strengthening pipe is located below a bed rock boundary. The high pressure jet grouting hollow strengthening tubular pile adopts the construction method of the high pressure jet grouting hollow strengthening tubular pile. The construction method of the high pressure jet grouting hollow strengthening tubular pile and the high pressure jet grouting hollow strengthening tubular pile adopt a vibroflotation method to effectively adhere both the steel tube and the high pressure jet grouting body to an integration, extend the steel tube into the bed rock, and form a pile body structure with high stability.

The invention discloses a movable prefabricated multi-barrel type gravity mixed foundation, comprising a plurality of barrel-type foundations which are axially arranged in parallel and share common surface on a barrel cover, wherein an upper barrel-type structure with an upward opening is coaxially and fixedly connected with the barrel-type foundation by the barrel cover thereon; a connecting bottom plate and rib plates which are connected into a whole with the barrel covers of the plurality of barrel-type foundations are used for connecting the upper barrel-type structures; the bottom surface of the connecting bottom plate has common surface with the bottom surface of the barrel cover of the barrel-type foundation; a foundation bearing platform positioned at the mixed foundation center is arranged on the connecting bottom plate; the barrel body of each upper barrel-type structure is filled with heavy objects; and the barrel cover of the barrel-type foundation is provided with reserved through hole capable of being opened and closed. The movable prefabricated barrel-type gravity mixed foundation does not need large transport ships when in transportation, and site installation doesnot need large hoisting ships; and the positioning and sinking equipment is simple, the construction is simple and convenient, the sinking speed is fast, the skewness is easily controlled, the vacuumpre-pressing and heavy objects filling have significant pre-pressing effect to foundation consolidation and the comprehensive engineering cost is low.

The present invention is the marine air floatation hauling and locating and depositing installation process of case and barrel shaped foundation structure for soft soil. The construction process includes inflating the case and barrel shaped foundation structure in water for it to float and hauling to the installation site; locating in the floating state; deflating for deposition via controlling the deflation speed and amount to control the deposition speed and inclination; pumping out air from the structure and applying pressure for further deposition; pumping out water from the structure for further deposition until pumping out all water inside the structure and completing the installation. The said process needs no large hoisting and transportation apparatus, and is simple, controllable and low in cost.

The invention discloses a movable prefabricated cylindrical gravity hybrid foundation, which comprises a cylindrical foundation, a foundation cap is fixedly connected to the center of the upper surface of the cylindrical foundation, and the upper surface of the cylindrical foundation is coaxial An upper cylindrical structure with an upward opening is fixedly connected, and the interior of the upper cylindrical structure is divided into multiple chambers by reinforcing ribs arranged between its cylinder wall and the foundation cap; the interior of the cylindrical foundation It is divided into multiple chambers through the reinforcing ribs provided under the cylinder cover. Each chamber of the cylinder foundation is provided with a switchable reserved through hole on the cylinder cover of the cylinder foundation. The upper cylinder Each chamber of the structure is filled with a weight. The invention does not require a large transport ship for transportation, and does not require a large hoisting ship for on-site installation; the positioning sinking equipment is simple, the construction is simple, the sinking speed is fast, the deflection is easy to control, and the vacuum preloading and heavy object filling preload the foundation reinforcement. The effect is outstanding, and the comprehensive engineering cost is low.

The invention relates to the technical field of hydrometallurgy, in particular to a method for back extraction of germanium from a germanium-contained fluosilicic acid solution. The germanium-contained fluosilicic acid solution is extracted with an N235-kerosene system serving as an organic phase, a sodium hydroxide solution containing ammonium ions is adopted for treating the organic phase, sulfuric acid is added to a back extraction solution to adjust the PH value, then, germanium hydrolysis treatment is performed, obtained precipitate is calcined, germanium is obtained, and the quality of germanium concentrate is further improved, so that in the germanium concentrate, the content of germanium is larger than or equal to 7%, the content of F is smaller than 0.5%, and the content of Si is smaller than 4%; the extraction rate of germanium in germanium-contained fluosilicic acid is increased, and the extraction cost of germanium in the germanium-contained fluosilicic acid solution is reduced.

The invention discloses a soft soil layer open caisson sinking control method. The method comprises the steps that when an open caisson sinks to a soft soil layer, sealing plates are arranged in the position, located on the soft soil layer, in holes of the open caisson, so that a plurality of confined spaces are formed by the wall of the open caisson, inner partition walls, the surface of the soft soil layer and the sealing plates, and the sinking speed and gesture of the open caisson are adjusted by adjusting the air pressures of the confined spaces. The invention further discloses a soft soil layer open caisson sinking control device. The device comprises the sealing plates which are arranged on the soft soil layer, so that the multiple confined spaces are formed by the wall of the open caisson, the inner partition walls, the surface of the soft soil layer and the sealing plates. All the sealing plates are provided with air inlets and air outlets, inflation devices which communicate with the air inlets, and deflation devices which communicate with the air outlets. The soft soil layer open caisson sinking control method and device can rapidly regulate and control the sinking gesture of the open caisson, sudden sinking of the open caisson in the deep soft soil layer is effectively prevented, and the effect that the open caisson is sunk to the preset sinking position stably and accurately is ensured.

The invention discloses a packaging type integrated circuit component. A circuit is provided having a core circuit for sinking a first current from a first internal power supply node, a power bouncing reduction circuit for receiving power from a second internal power supply node and sourcing a second current to the first internal power supply node in accordance with a change of voltage at the first internal power supply node, and a package for coupling the first internal power supply node and the second internal power supply node to a first external power supply node and a second external power supply node, respectively. A corresponding method is also provided.