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88 results about "Support removal" patented technology

Apparatus and method of removing water soluble support material from a rapid prototype part

The support removal apparatus comprising in combination a retention tank having a manifold assembly comprising a plurality of nozzle heads in hydraulic communication with the discharge side of a pump, collectively configured for agitating an aqueous cleaning solution comprised of sodium or potassium hydroxide, sodium or potassium carbonate, and water; a heating element mounted within the retention tank for heating the aqueous cleaning solution to a predetermined temperature set point; a basket strainer mounted within the retention tank in hydraulic communication with the intake side of the pump to mitigate passage of small rapid prototype parts and residual support material therethrough and into the pump and manifold assembly; a work surface mounted atop the retention tank and having a movable lid fitted with a basket for containing small rapid prototype parts; a thermocouple for maintaining the temperature within a tolerable range for optimum removal of support material; a level indicator to ensure adequate solution level in the retention tank for operability of the pump and heating element; a cabinet having interface controller mounted on an exterior panel thereof for setting timer and heat functions; and a microprocessor having capabilities for making minute adjustments to the heating element via feedback from the thermocouple and controlling operation of the pump and heating element for a pre-set time interval.
Owner:TAFOYA DAVID JONATHAN

Quantitative lateral flow system and assay

The present invention relates to a lateral flow assay and system, including a test strip, for detection and quantification of analytes in samples, such as samples containing cells and fluid, where the assay is volume independent, and the sample size is less than about 100 l, where the test strip includes a first membrane such as a sample filter, that is in capillary contact with an optional second membrane, such as a fluid collector, the second membrane, if present is in capillary contact with an optional third membrane, such as a conjugate pad containing a mobilizable detectable agent, or with a fourth membrane, which is a chromatographic strip, which optionally contains a mobilizable detectable agent, all such membranes being in fluid contact with a fifth membrane, such as a buffer pad, a sixth membrane, such as an absorbent pad, optionally a seventh membrane, which is also an absorbent pad, a capture band for capturing the analyte and at least one control band, or alternatively, the chromatographic strip contains the mobilizable detectable agent in place of a conjugate pad, where the test strip is configured to support removal of red blood cells from the sample and to allow uni-directional or bi-directional fluid flow of fluid from the sample filter to the capture band to be retained therein and detected thereon.The present invention relates to a lateral flow assay and system, including a test strip, for detection and quantification of analytes in samples, where the assay is volume independent, and the sample size is less than about 100 l, where the test strip includes a first membrane (12, 18) that is in capillary contact with an optional second membrane, the second membrane (9), if present is in capillary contact with an optional third membrane (13), containing a mobilizable detectable agent, or with a fourth membrane (9), all such membranes being in fluid contact with a fifth membrane (14), a sixth membrane (15).
Owner:RELIA BIOTECH SHENZHEN LTD

Quantitative lateral flow system and assay

The present invention relates to a lateral flow assay and system, including a test strip, for detection and quantification of analytes in samples, such as samples containing cells and fluid, where the assay is volume independent, and the sample size is less than about 100 μl, where the test strip includes a first membrane such as a sample filter, that is in capillary contact with an optional second membrane, such as a fluid collector, the second membrane, if present is in capillary contact with an optional third membrane, such as a conjugate pad containing a mobilizable detectable agent, or with a fourth membrane, which is a chromatographic strip, which optionally contains a mobilizable detectable agent, all such membranes being in fluid contact with a fifth membrane, such as a buffer pad, a sixth membrane, such as an absorbent pad, optionally a seventh membrane, which is also an absorbent pad, a capture band for capturing the analyte and at least one control band, or alternatively, the chromatographic strip contains the mobilizable detectable agent in place of a conjugate pad, where the test strip is configured to support removal of red blood cells from the sample and to allow uni-directional or bi-directional fluid flow of fluid from the sample filter to the capture band to be retained therein and detected thereon.
Owner:RELIA DIAGNOSTIC SYST

SLM (Selective Laser Melting) process based part lightweight design processing method

The invention discloses an SLM process based part lightweight design processing method. The method comprises the following steps: establishing a finite element model through a three-dimensional digital model of a part, and defining load and boundary conditions; establishing a part topological optimization model and setting a topological optimization unidirectional withdrawal constraint; performing part topological optimization to generate an initial lightweight model, performing mechanical performance analysis on the initial lightweight model, arranging self-supported porous structures with different densities according to stress distribution of the initial lightweight model, and generating a final lightweight model; and processing a final lightweight entity part through an SLM forming technology by utilizing the generated final lightweight model. The unidirectional withdrawal constraint is set in a specified direction during the topological optimization process, and the part topological optimization is finished, so that the part lightweight design is realized; a withdrawal constraint based topological optimization result is suitable for an SLM process, so that a supporting structure does not need to be added, a complicated support removal process is not required, and the design process is simplified; and the self-supported porous structures with different densities are introduced, so that the weight of the structure is further reduced.
Owner:SUZHOU XIDIMO THREE DIMENSIONAL PRINTING TECH CO LTD +2

Apparatus for removing water-soluble support material from one or more rapid prototype parts

The support removal apparatus comprising in combination a retention tank having a manifold assembly comprising a plurality of nozzle heads, articulating arms or a combination of both in hydraulic communication with the discharge side of a pump, collectively configured for agitating an aqueous cleaning solution; a heating element mounted within the retention tank for heating the aqueous cleaning solution to a predetermined temperature set point; a basket strainer mounted within the retention tank in hydraulic communication with the intake side of the pump to mitigate passage of small rapid prototype parts and residual support material therethrough and into the pump and manifold assembly; a thermocouple for maintaining the temperature within a tolerable range for optimum removal of support material; a level indicator to ensure adequate solution level in the retention tank for operability of the pump and heating element; a cabinet having an interface controller mounted on an exterior panel thereof for setting timer and heat functions; and a microprocessor having capabilities for making minute adjustments to the heating element via feedback from the thermocouple and controlling operation of the pump and heating element for a pre-set time interval.
Owner:TAFOYA DAVID JONATHAN

Construction method for overall support removal

The invention provides a construction method for overall support removal and relates to the field of bridges. A cast-in-place box beam comprises a beam surface, a beam bottom and a pier body. A support formwork comprises sand boxes, a distributive beam, bailey beams and brackets. The construction method for overall support removal includes the steps that holes are formed, specifically, the through holes are formed in the beam surface; removal equipment is mounted, specifically, the removal equipment comprises hanging belts, collecting and releasing mechanisms and a control mechanism, the collecting and releasing mechanisms are mounted on the beam surface and close to the through holes, and the hanging belts penetrate through the through holes to hang a main cross beam; the support formwork is separated, specifically, the sand boxes and the brackets are removed, and the hanging belts hang the support formwork to suspend the support formwork; and the support formwork is dismounted, specifically, the collecting and releasing mechanisms continuously retract to release the hanging belts, and the support formwork is dismounted after slowly falling to an operation height. The removal equipment provided by the invention is simple, easy to transfer and small in occupied space, greatly reduces land, can be used at narrow construction sites or bridges on cliffs, and is wide in application area.
Owner:江苏燕宁工程科技集团有限公司

Foam light soil high-filled subgrade broadening construction method

ActiveCN110042716AReduce vertical additional stressReduce the impact of settlementRoadwaysExcavationsSupport removalPre stress
The invention relates to a foam light soil high-filled subgrade broadening construction method. The foam light soil high-filled subgrade broadening construction method is characterized in that firstly, slope cutting is carried out on an original old subgrade into a stair type, a concrete baffle is arranged on the periphery of the broadening side of the subgrade and used as a foam light soil pouring template, a steel bar net is horizontally arranged at the position of a large platform and is connected with the baffle, a pre-stressed anchor rod is additionally arranged to be anchored on the baffle, pouring construction of foam light soil is carried out in layering, partition and segmentation modes, and finally, the baffle is removed and hanging soil engineering bags are mounted. The construction method comprises the steps of original subgrade construction, baffle mounting, foam light soil pouring, steel bar net and drainage pipe mounting, anchor cable construction, foam light soil pouring, steel support removal and hanging soil engineering bag mounting. According to the foam light soil high-filled subgrade broadening construction method, the baffle and embedded structural steel are arranged on the broadening side of high fill in an erection mode to form a stable supporting structure, the stability of the baffle can be effectively improved, the structural steel can be recycled andreused after construction, and material breakage and construction cost are reduced.
Owner:杭州悦为科技有限公司

Apparatus and method of removing water soluble support material from a rapid prototype part

The support removal apparatus comprising in combination a retention tank having a manifold assembly comprising a plurality of nozzle heads in hydraulic communication with the discharge side of a pump, collectively configured for agitating an aqueous cleaning solution comprised of sodium or potassium hydroxide, sodium or potassium carbonate, and water; a heating element mounted within the retention tank for heating the aqueous cleaning solution to a predetermined temperature set point; a basket strainer mounted within the retention tank in hydraulic communication with the intake side of the pump to mitigate passage of small rapid prototype parts and residual support material therethrough and into the pump and manifold assembly; a work surface mounted atop the retention tank and having a movable lid fitted with a basket for containing small rapid prototype parts; a thermocouple for maintaining the temperature within a tolerable range for optimum removal of support material; a level indicator to ensure adequate solution level in the retention tank for operability of the pump and heating element; a cabinet having interface controller mounted on an exterior panel thereof for setting timer and heat functions; and a microprocessor having capabilities for making minute adjustments to the heating element via feedback from the thermocouple and controlling operation of the pump and heating element for a pre-set time interval.
Owner:TAFOYA DAVID JONATHAN

Construction technology with alternative cutting removal and segmental re-jacking of double-side-wall temporary supports in shallow-buried silty-fine sand layer

The invention relates to a construction technology with alterative cutting removal and segmental re-jacking of double-side-wall temporary supports in a shallow-buried silty-fine sand layer, and belongs to the technical field of rail traffic construction technologies. The construction technology includes the steps of carrying out zonal, regional, sectional and segmental construction on a double-side-wall pilot tunnel 6 and a double-side-wall pilot tunnel 9 with an alternative bay method, removing the temporary supports, chiseling away primary support concrete, and then cutting away grid arch trusses. The support removal length and part are adjusted and controlled with an alternative cutting and re-jacking method, rapid re-supporting is achieved, the temporary supports are partially removedand timely bear stress by re-jacking instead of being removed at the same time, and it is guaranteed that the temporary supports are in a stress state all the time in the construction process. According to the construction technology with alterative cutting removal and segmental re-jacking of the double-side-wall temporary supports in the shallow-buried silty-fine sand layer, the temporary supports are removed from inside to outside part by part in each segment of 6-8 m with the alternative bay method, the construction safety can be guaranteed, and multiple working faces can be constructed atthe same time to accelerate the construction progress.
Owner:CHINA RAILWAY CONSTR BRIDGE ENG BUREAU GRP OF THE FIFTH ENG +2

Ship for transporting wind turbines and transporting method for wind turbines

The invention relates to a ship for transporting wind turbines, and a transporting method for the wind turbines. According to the invention, a deck is arranged on the upper surface of the ship body; the ship comprises a support framework fixed on a longitudinal medial axis and provided with a top plane, two guide rails parallel to the longitudinal medial axis and respectively positioned on two sides of the support framework, two second guide rails parallel to the longitudinal medial axis and respectively positioned on the two sides of the top plane of the support framework, a move support block arranged on the first guide rails, used for supporting the wind turbines and driving the wind turbines to move along the first guide rails, support removal brackets arranged on the second guide rails, connected with stepped drums of the wind turbines, and capable of synchronously moving with the corresponding removal support blocks along the second guide rails, an upper part suspension bracket connected with the bottoms of the wind turbines and fixed with the corresponding removal support blocks, and hoisting device arranged at one end of the support framework, fixed on the longitudinal medial axis and used for hoisting and moving the wind turbines to the removal support blocks or a marine foundation. The invention can improve the marine mounting efficiency of the wind turbines, and gets small influences from sea conditions.
Owner:SINOVEL WIND GRP

One-time forming construction process of embedded distribution box

The invention provides a one-time forming construction process of an embedded distribution box. The one-time forming construction process comprises the concrete steps of (1) sealing line pipe holes inthe upper side and the lower side of the embedded distribution box with plastic caps; (2) constructing a support frame by means of wooden block assembly inside the embedded distribution box; (3) filling the remaining space inside the embedded distribution box except the support frame with filler; (4) cutting a polystyrene board according to the inner diameter of a box body of the embedded distribution box, and embedding the polystyrene board into the box body; (5) welding locating bars on the back of the box body of the embedded distribution box; (6) marking the elevation of the box body andthe axis position of the embedded distribution box on shear wall reinforcement at the embedded position, and welding additional bars around the box body of the embedded distribution box; and (7) carrying out mold sealing, concrete pouring, mold removal, polystyrene board removal, filler cleaning, wooden block support removal, installation of a cover plate and finished product protection operationin sequence. The one-time forming construction process has the advantages of reducing the manufacturing and installation and removal of a one-time box formwork and achieving the purposes of shorteningthe construction time, improving the construction efficiency and reducing the construction cost.
Owner:江苏永联精筑建设集团有限公司

High-rise residential long-span interval corridor high-altitude formwork steel platform construction method

The invention relates to a high-rise residential long-span interval corridor high-altitude formwork steel platform construction method. The construction method includes the following steps: step 1: asteel platform is deep designed and processed; step 2: hoisting and anchoring of a section steel main beam are conducted; step 3: installation of a section steel secondary beam is conducted; step 4: inclined support setting of the section steel main beam is conducted; step 5: plane protection setting is conducted; step 6: external protection frame erection is conducted; step 7: formwork support frame erection is conducted; step 8: beam and slab formwork installation is conducted; step 9: beam and slab reinforcement binding is conducted; step 10: concrete pouring is conducted; step 11: formworkremoval is conducted; step 12: corridor decoration construction is conducted; step 13: peripheral support removal is conducted; and step 14: steel beam removal is conducted. According to the technical scheme, a large-span steel beam is used as a main force-bearing component of a supporting platform, and a certain number of transverse connection steel secondary beams are set among steel beams to form a complete and reliable structural construction formwork steel platform.
Owner:NANJING CONSTR ENG GRP

Closed removing method for basement enclosure supporting body

The invention relates to basement construction, in particular to a closed removing method for a basement enclosure supporting body. The closed removing method for the basement enclosure supporting body comprises the following steps: 1) after the construction of a concrete support lower part basement structure and the change of supports are completed, manually removing concrete non-main supports at positions intersected with the outer wall of a basement; 2) continuously conducting the construction of the basement structure, wherein concrete pouring and tamping spaces and overlapping reinforcements need to be reserved at corresponding positions for slab construction at an early stage for part of vertical structures such as concrete columns and concrete walls below the supports, and then structure supplementation is made after indoor demolition of the supports and debris removal are completed, i.e., deep design of reservation of construction joints needs to be conducted in advance; 3) after the construction of the basement structure is completed, removing concrete supports in a closed manner in the basement; 4) transporting waste reinforcements, debris and soil outside by using constructed basement lanes. closed removing method for the basement enclosure supporting body has the advantages that the protective shed does not need to be erected in large area, work such as the removal of the supports and the cleaning of wastes is simultaneously conducted with the construction of the upper structure, the construction period of a main line of a project is not occupied, the influence of support removal on the key line of structural construction is reduced, and the overall construction progress is accelerated.
Owner:CHINA MCC20 GRP CORP

Apparatus for removing water-soluble support material from one or more rapid prototype parts

The support removal apparatus comprising in combination a retention tank having a manifold assembly comprising a plurality of nozzle heads, articulating arms or a combination of both in hydraulic communication with the discharge side of a pump, collectively configured for agitating an aqueous cleaning solution; a heating element mounted within the retention tank for heating the aqueous cleaning solution to a predetermined temperature set point; a basket strainer mounted within the retention tank in hydraulic communication with the intake side of the pump to mitigate passage of small rapid prototype parts and residual support material therethrough and into the pump and manifold assembly; a thermocouple for maintaining the temperature within a tolerable range for optimum removal of support material; a level indicator to ensure adequate solution level in the retention tank for operability of the pump and heating element; a cabinet having an interface controller mounted on an exterior panel thereof for setting timer and heat functions; and a microprocessor having capabilities for making minute adjustments to the heating element via feedback from the thermocouple and controlling operation of the pump and heating element for a pre-set time interval.
Owner:TAFOYA DAVID JONATHAN
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