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38results about How to "No compaction" patented technology

Efficient heterogeneous catalytic oxidation ferric-carbon micro-electrolysis packing and preparation method thereof

The invention discloses efficient heterogeneous catalytic oxidation ferric-carbon micro-electrolysis packing and a preparation method thereof. The packing is prepared from the following raw materials in parts by weight: 45-65 parts of pure iron powder, 10-25 parts of cast iron powder, 2-8 parts of graphite powder, 5-15 parts of active carbon powder, 2-10 parts of copper powder, 2-10 parts of manganese powder, 2-10 parts of aluminum powder, 2-10 parts of fine wood bits, 1-6 parts of sodium silicate, 1-6 parts of sodium borate, 2-6 parts of pyrite dust and 5-15 parts of an adhesive. The efficient heterogeneous catalytic oxidation ferric-carbon micro-electrolysis packing disclosed by the invention is prepared by taking heterogeneous metal alloy with high potential difference as a catalyst and using a high-temperature micropore roasting technology and has the characteristics of heterogeneous metal and ferric-carbon integration, micropore framework type alloy structure, large specific surface area, low density, strong activity, high current density and the like; organic wastewater is treated so that COD, ammonia nitrogen and total phosphorus can be efficiently removed, the chroma can be reduced, the biodegradability can be improved, the treatment effect is extremely stable, and the phenomena of packing passivating, hardening and the like caused in the operation process can be avoided.
Owner:HUBEI QUANSHENG ENVIRONMENTAL PROTECTION SCI & TECH CO LTD

Construction method for full-casing long spiral bored piles

InactiveCN106149684ARegular shapeHigh verticality of the pile bodyBulkheads/pilesRebarBrush device
The invention provides a construction method for full-casing long spiral bored piles. The method includes the steps that firstly, a casing pipe and a spiral drill pipe of a full-casing long spiral drilling machine simultaneously rotate and sink so as to form a hole after being aligned with a pile position; secondly, the drilling machine is moved to the next pile for hole formation operation, and meanwhile, adhering soil on the inner wall of the casing pipes in the formed hole is removed in a brushing mode through a wall brushing device; thirdly, a reinforcement cage is hoisted into the hole, concrete is poured into the reinforcement cage, and concrete pouring is stopped after the concrete is poured to the top elevation of the reinforcement cage; fourthly, a cage pressing device is hoisted into the casing pipe, and concrete pouring continues; fifthly, a pile machine is located in place, and a drill bit is elevated to the cage pressing device to press the reinforcement cage; and finally, the casing pipe is lifted and pulled out, the cage pressing device is removed, and pile forming is completed. The construction method provided by the invention is high in construction efficiency, the wall of a formed pile hole is regular in shape, a pile body is high in perpendicularity, and the pile forming quality is good; soil squeezing, hole collapse and vibration are avoided, and construction noise is low; and slurry pollution in the construction process is avoided, the outward slurry transport cost is reduced, the cost is reduced, and the construction method is environmentally friendly.
Owner:上海腾尚基础工程有限公司

Pile sinking device and method for middle digging hydraulic method pre-stressed centrifugal pipe pile (square pile)

The invention discloses a pile sinking device for a middle digging hydraulic method pre-stressed centrifugal pipe pile (square pile). The pile sinking device comprises a main machine, a windlass, a bracket, a reaction frame, a power head, a soil sampling tank and a steel wire rope, wherein the windlass and the bracket are arranged on the main machine; the reaction frame, the soil sampling tank and the steel wire rope are arranged on the bracket; the power head is arranged inside the bracket; the lower side of the power head is connected with a soil sampling drilling rod; and the soil sampling drilling rod passes through the soil sampling tank, a piston rod and the centrifugal pipe pile (square pile) to the bottom of the device. The invention further provides a pile sinking method for the middle digging hydraulic method pre-stressed centrifugal pipe pile (square pile). The method comprises the following steps of: moving the main machine to a pile pressing position; making the main machine project into an inner tongue hole of the reaction frame through a tongue on the soil sampling tank; extending the piston rod to realize pile pressing; pressing the pile repeatedly, and separating the power head from the soil sampling drilling rod; connecting a second centrifugal pipe pile (square pile); and performing the steps once again. The pile sinking device has the advantages of safety, reliability, low cost, high efficiency, no noise, no pollution, no soil compression, no slurry, environmental friendliness and the like.
Owner:SHANGHAI CHENGDI CONSTR

Pile sinking device and method for middle digging pulling-anchoring method pre-stressed centrifugal pipe pile (square pile)

The invention discloses a pile sinking device for a middle digging pulling-anchoring method pre-stressed centrifugal pipe pile (square pile). The pile sinking device comprises a main machine, a windlass, a power head, an oil pressure pulling-anchoring device, a press-in oil tank, a soil sampling tank, a pulley and a steel wire rope, wherein the windlass is arranged on the main machine; the power head, a recovering tank and the oil pressure pulling-anchoring device are arranged on the main machine; the lower side of the power head is connected with a soil sampling drilling rod; and the soil sampling drilling rod passes through the oil pressure pulling-anchoring device, the soil sampling tank, a pile cap and the centrifugal pipe pile (square pile) to the bottom of the device. The invention further provides a pile sinking method for the middle digging pulling-anchoring method pre-stressed centrifugal pipe pile (square pile). The method comprises the following steps of: driving the soil sampling drilling rod to realize soil digging through the power head; realizing retraction of the press-in oil cylinder under the action of the road holding of the soil sampling drilling rod; and realizing pile pressing by digging soil and pressing the pile synchronously through the soil sampling drilling rod. The pile sinking device has the advantages of safety, reliability, low cost, high efficiency, no noise, no pollution, no soil compression, no slurry, environmental friendliness and the like.
Owner:SHANGHAI CHENGDI CONSTR

Device and method for sinking pre-stressed centrifugal pipe pile (square pile) with in-pile boring and reverse drawing method

The invention discloses a device for sinking a pre-stressed centrifugal pipe pile (square pile) with an in-pile boring and reverse drawing method. The device comprises a host, a winch, a power head, a soil taking box, a pulley and a wire rope, wherein the winch is arranged on the host; the power head is arranged on the host; the lower part of the power head is connected with a soil taking drill stem; the lower end of the soil taking box is connected with a pile cap; the lower end of the pile cap is provided with a centrifugal pipe pile (square pile); and the soil taking drill stem penetrates through the soil taking box and the centrifugal pipe pile (square pile) to reach the bottom of the device. The invention also provides a method for sinking the pre-stressed centrifugal pipe pile (square pile) with the in-pile boring and reverse drawing method; and the method comprises the following steps of: firstly, moving the host to a pile pressing position; taking soil through the soil taking drill stem; meanwhile, pressing the pile through the pile cap; recovering the soil through the soil taking box while taking soil; pressing into a first pile and then connecting a second pile; and continuously performing said steps. The device and the method have the advantages of safety, reliability, low cost, high benefit, no noise, no pollution, no extruded soil, no mud, environmental friendliness and the like.
Owner:SHANGHAI CHENGDI CONSTR

Environment-friendly organic and inorganic fertilizer prepared with molasses alcohol waste mash used as raw material

The invention discloses an environment-friendly organic and inorganic fertilizer prepared with molasses alcohol waste mash used as a raw material. High-temperature condensed bacilli are inoculated in just-discharged high-temperature molasses alcohol waste mash for fermentation, a metal complexing agent is added, then the molasses alcohol waste mash is kept to be evaporated at the high temperature for a period; the molasses alcohol waste mash is led into an anaerobic fermentation pool for anaerobic fermentation after being naturally cooled; then aerobic bacteria are added into the molasses alcohol waste mash, the mixture is mixed with organic filler and an inorganic fertilizer in a certain proportion for fermentation for 12-36 hours, the fermented molasses alcohol waste mash is subjected to degumming treatment and slurry-spraying granulation, then beneficial bacteria are added, and a finished product is obtained. According to the environment-friendly organic and inorganic fertilizer, other bacteria are removed through the high temperature, the metal complexing agent is added to remove heavy metals, bacterium fermentation effects at all phases are improved, the finished product has no obvious stink, the added organic filler is rich in inorganic nutrients and microelements such as N, P, K and the like, the production cost is saved, and the product quality is improved.
Owner:GUANGXI SOURCE OF THE FERTILIZER IND

Direction-adjustable multifunctional inner-digging soil extraction pile planting device and construction method thereof

The invention discloses a direction-adjustable multifunctional inner-digging soil extraction pile planting device. The device comprises an airplane head, a power head, a soil storage box, a pile splicing device, a steel pipe and precast pile, a front support, an auxiliary support, a mast, a long spiral soil extraction drill, a crawler-type main engine, a rear support, a balance weight, a main winch, an adjustable middle support, a cab and an angle gauge. The airplane head is mounted at the top end of the mast and is connected with the crawler-type main engine through the main winch. The mast is connected with the crawler-type main engine through the adjustable middle support, and the mast and the adjustable middle support are arranged in an angle manner. The power head is mounted on the mast and is connected with a pulley at the top end of the airplane head through a steel wire rope. The steel wire rope drives the power head to move on a sliding rail of the mast. The soil storage box is mounted below the power head through an oil cylinder. The long spiral soil extraction drill is connected with the power head. The steel pipe and precast pile is connected with the soil storage box through the pile splicing device. The direction-adjustable multifunctional inner-digging soil extraction pile planting device has the advantages that construction is simple and convenient, the cost islow, the pile body construction length is large, and the effect is fast; no soil extrusion effect exists, and no influence is generated on surroundings; and direction-adjustable construction is achieved, and the application range is wide.
Owner:SHANGHAI CHENGDI CONSTR +1

Composite material for displaying latent fingerprint and preparation method thereof

The invention belongs to the technical field of light-emitting materials which contain beryllium, magnesium, an alkali metal or an alkaline-earth metal, and particularly relates to a composite material for displaying a latent fingerprint. The composite material for displaying the latent fingerprint is formed by compounding a gold nano-cluster and bovine serum albumin-supported montmorillonoid. Thecomposite material provided by the invention is safe and non-toxic, has high biocompatibility, and does not pollute a fingerprint carrier and a fingerprint residue when the latent fingerprint is displayed; the composite material can be excited by using ultraviolet light and visible light, and can also be excited by infrared light; the composite material effectively avoids background fluorescent interference, is beneficial to improvement of the quality of a fingerprint image, and avoids the damage of ultraviolet irradiation to the fingerprint carrier, a fingerprint substance and an operator; astreakline type (a first-grade characteristic) of a fingerprint and a general detail characteristic (a second-grade characteristic) of the fingerprint can be displayed, and a third-grade characteristic of the fingerprint, such as, sweat pores, can be displayed clearly; moreover, the stability is high.
Owner:喻彦林

Water supply and drainage device for energy-saving building construction

InactiveCN112275001AAvoid cloggingReduce the phenomenon of anti-cloudingStationary filtering element filtersWater filterMechanical engineering
The invention discloses a water supply and drainage device for energy-saving building construction. The water supply and drainage device comprises a supporting frame, a water treatment part and a driving mechanism. A spherical shell type water tank is arranged, an inlet is formed in the top of the spherical shell type water tank, a conical water filtering cover is arranged, the open end of the conical water filtering cover is located in the spherical shell type water tank and is in rolling fit with the inner wall of the spherical shell type water tank, and a bearing column is arranged in the middle of the conical water filtering cover and is in spherical hinge connection with the spherical center of the spherical shell type water tank, wherein a conical spiral guide rod is arranged at thebottom of the spherical shell type water tank, a rotating arm is arranged at the lower part of the spherical shell type water tank, the rotating arm is in contact with the conical spiral guide rod through a groove-shaped wheel, and the rotating arm rotates to drive the spherical shell type water tank to move around a sphere center;when the inlet on the spherical shell type water tank is in an inclined position, the conical water filtering cover is partially detached from the inlet, therefore, filtered large-particle impurities can be discharged, and the effects of filtering the large-particleimpurities and continuously discharging the large-particle impurities are achieved.
Owner:王婷

EPS vacuum forming process and forming system

The invention discloses an EPS vacuum forming process and forming system. The forming process comprises a heating procedure, wherein in the heating procedure, high-temperature and high-pressure steam is injected into a mold from steam holes in one side wall of the mold; meanwhile, through vacuum holes which communicate with the steam holes and are positioned in the other side wall, relative to the above side wall, of the mold, vacuum pumping treatment is performed on the interior of the mold, thereby forming a negative pressure difference between two relative sides of the mold; the steam linearly penetrates through the mold through the steam holes in one side wall of the mold, and reaches the vacuum holes on the other side, relative to the above side wall, of the mold; and when the steam linearly penetrates through the interior of the mold, the mold and EPS beads in the mold are heated. The EPS vacuum forming process and forming system have the advantages that a linear negative-pressure penetrating mode is adopted, thereby saving the penetrating time, reducing the heat exchange amount, and lowering the steam consumption; the linear penetrating speed is high, and the steam pressure almost remains unchanged in the penetrating process; and accordingly, almost no hardening phenomenon occurs on the surface of a formed EPS foam finished product, and the internal clinkering property is more excellent.
Owner:HUIZHOU JINGHUA PACKAGING PROD CO LTD

Pile sinking device and pile sinking method for prestressed centrifugal pipe piles with mid-digging reverse pull method

The invention discloses a device for sinking a pre-stressed centrifugal pipe pile (square pile) with an in-pile boring and reverse drawing method. The device comprises a host, a winch, a power head, a soil taking box, a pulley and a wire rope, wherein the winch is arranged on the host; the power head is arranged on the host; the lower part of the power head is connected with a soil taking drill stem; the lower end of the soil taking box is connected with a pile cap; the lower end of the pile cap is provided with a centrifugal pipe pile (square pile); and the soil taking drill stem penetrates through the soil taking box and the centrifugal pipe pile (square pile) to reach the bottom of the device. The invention also provides a method for sinking the pre-stressed centrifugal pipe pile (square pile) with the in-pile boring and reverse drawing method; and the method comprises the following steps of: firstly, moving the host to a pile pressing position; taking soil through the soil taking drill stem; meanwhile, pressing the pile through the pile cap; recovering the soil through the soil taking box while taking soil; pressing into a first pile and then connecting a second pile; and continuously performing said steps. The device and the method have the advantages of safety, reliability, low cost, high benefit, no noise, no pollution, no extruded soil, no mud, environmental friendliness and the like.
Owner:SHANGHAI CHENGDI CONSTR

Pile sinking device and pile sinking method for prestressed centrifugal pipe piles by hydraulic method in middle excavation

The invention discloses a pile sinking device for a middle digging hydraulic method pre-stressed centrifugal pipe pile (square pile). The pile sinking device comprises a main machine, a windlass, a bracket, a reaction frame, a power head, a soil sampling tank and a steel wire rope, wherein the windlass and the bracket are arranged on the main machine; the reaction frame, the soil sampling tank and the steel wire rope are arranged on the bracket; the power head is arranged inside the bracket; the lower side of the power head is connected with a soil sampling drilling rod; and the soil sampling drilling rod passes through the soil sampling tank, a piston rod and the centrifugal pipe pile (square pile) to the bottom of the device. The invention further provides a pile sinking method for the middle digging hydraulic method pre-stressed centrifugal pipe pile (square pile). The method comprises the following steps of: moving the main machine to a pile pressing position; making the main machine project into an inner tongue hole of the reaction frame through a tongue on the soil sampling tank; extending the piston rod to realize pile pressing; pressing the pile repeatedly, and separating the power head from the soil sampling drilling rod; connecting a second centrifugal pipe pile (square pile); and performing the steps once again. The pile sinking device has the advantages of safety, reliability, low cost, high efficiency, no noise, no pollution, no soil compression, no slurry, environmental friendliness and the like.
Owner:SHANGHAI CHENGDI CONSTR
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