38results about How to "Reduce intensity differences" patented technology

The invention provides a color deviation balancing film, a lateral incidence type backlight module and a liquid crystal display (LCD) device. The color deviation balancing film is applied to the lateral incidence type backlight module and the thickness of the color deviation balancing film is reduced progressively along the backlight irradiation direction. The color deviation balancing film is arranged in the lateral incidence type backlight module. The lateral incidence type backlight module with the color deviation balancing film is arranged in the LCD device. When the lateral incidence type backlight module with the color deviation balancing film is applied to the LCD device, the intensity difference of light at different positions along the backlight irradiation direction can be reduced, and the color deviation generated by the display picture can be effectively improved.

The invention belongs to the technical field of roadbed widening and relates to a soft soil area roadbed widening structure and a construction method thereof. The soft soil area roadbed widening structure comprises an old roadbed, a gravel cushion layer, a soft soil stratum and a lower lying supporting layer which are arranged successively from top to bottom and further comprises vertical pile bodies, connecting pieces and reinforced retaining walls. The vertical pile bodies punch through the soft soil stratum and are supported on the lower lying supporting layer; the gravel cushion layer is laid on the tops of the vertical pile bodies; steps are arranged in the position, on a slide slope after substantial slope cutting, of the old roadbed; the slope ratio of the slide slope after slope cutting is (1:0.5)-(1:1); the reinforced retaining walls are arranged on the gravel cushion layer and are buckled with the steps of the slide slope of the old roadbed; and the connecting pieces are placed on the combination parts of the reinforced retaining walls and the old roadbed and are connected with the reinforced retaining walls and the old roadbed correspondingly. The invention provides the roadbed widening structure and the construction method thereof, the occupied area is small, the foundation treatment cost is low, the filler requirement is few, construction efficiency is high, the structure is stable, and the roadbed widening structure and the construction method thereof are especially suitable for roadbed widening engineering in coastal soft soil areas.

The invention discloses a high-strength and high-plasticity 1000 Mpa grade hot rolled steel plate and a preparation method thereof. The high-strength and high-plasticity 1000 Mpa grade hot rolled steel plate is prepared from the following components by weight: 0.05%-0.40% of C, 1.00%-5.00% of Mn, 0.70%-1.60% of Si, 0.1%-1.00% of Al, 0.01%-0.10% of Nb, 0.01%-0.10% of V, 0.002%-0.005% of N and the balance Fe and inevitable impurities. The steel plate has high strength and high plasticity, and Nb and V microalloy elements are added to be combined with C and N to form nanoscale cluster precipitates, so that matrix structures are strengthened. Through chemical composition design, and combined with medium temperature coiling, the nanoscale cluster precipitates with small size, uniform distribution and high density can be obtained, the strength of ferrite is obviously strengthened, the strength difference between the two matrix structures (ferrite and martensite) is reduced, the ferrite grainsize is refined at the same time, and high reaming performance is obtained.

The invention relates to a production method for a bar, in particular to a production method for a Gamma-TiAl alloy bar. The production method solves the problems that a Gamma-TiAl alloy bar produced by the prior method has the defects of surface cracks, uneven diameter, uneven size of crystal grains and easy fusion caused by the reaction of Gamma-TiAl alloy and blank at high extrusion temperature. The production method comprises the steps: heating a cast ingot, keeping temperature and annealing; cutting a cylinder in the cast ingot, packaging aluminum silicate fibers, placing in the middle of a stainless steel pipe, and sealing both ends to obtain the blank; washing the sheathed blank, drying and heating the sheathed blank, keeping temperature, placing the sheathed blank in the air, putting the sheathed blank into a cup pre-pressured by glass lubricant, putting the sheathed blank into a mould to extrude to obtain the bar; annealing the bar, taking the bar out of a blast furnace for air cooling, and obtaining the Gamma-TiAl alloy bar. The obtained bar has the advantages of no surface cracks, even diameter, even size of crystal grains and no fusion caused by the reaction of the Gamma-TiAl alloy and the sheath.

A photolithographic mask is provided. The photolithographic mask includes a substrate having a first surface configured as a light incidence plane of an exposure light and a second surface. The photolithographic mask also includes a plurality of scattering centers functioning as a refractive index disturbance inside the substrate. Further, the photolithographic mask includes a plurality of mask patterns on the second surface of the substrate.

The invention discloses a preparation method of a high-strength polypropylene material. The preparation method is characterized in that in the machining process, the crystal habit of polypropylene is regulated and controlled, and therefore the mechanical performance of polypropylene is improved. In the machining process, a certain shear and two-way stretch force field is applied to polypropylene melt by regulating the number and type of force assembling units, under the action of the force field, the crystal habit of polypropylene is developed into shish-kebab structures orientated in different directions, the stretch strength of the polypropylene material can be remarkably improved, and the difference of the mechanical strength, in the extrusion direction, of the polypropylene product and the mechanical strength in the direction perpendicular to the extrusion direction, of the polypropylene product is weakened. The force assembling units are added to existing traditional extrusion equipment, operation is easy, continuous production can be achieved, control is convenient, quality is stable, production efficiency is high, and good industrial and market prospects are achieved; and the method can be widely applied to preparing high-strength polypropylene plate, sheet and film materials.

An optical element includes partially reflecting mirrors provided in parallel to each other with an interval therebetween, reflect a part of image light and external light, and transmit another part of the image light and the external light; and a transmitting member interposed between adjacent two partially reflecting mirrors of the partially reflecting mirrors. The light-transmissive member includes an incidence surface on which the image light and the external light are incident and an exit surface from which the image light and the external light are exited. Each of the partially reflecting mirrors is disposed to be inclined with respect to the incidence surface and the exit surface. The partially reflecting mirrors include at least one first partially reflecting mirror and at least one second partially reflecting mirror having different reflectances with respect to predetermined polarized light components included in the image light and the external light.

The present invention relates to a method for detecting proteins on polyacrylamide gels, comprising the steps of sensitizing the proteins with a dye composition comprising an acidic organic dye as a silver ion sensitizing agent, and optionally, a basic organic dye as an auxiliary agent, and washing them, and then silver staining complexes of the protein-dye, and to the dye composition for the same.

A liquid crystal display panel is disclosed, which comprises: a first substrate; a second substrate opposite to the first substrate; an optically isotropic liquid crystal layer disposed between the first substrate and the second substrate; and a protruding electrode layer composed of a polymer conductive material and disposed on the first substrate. Besides, when a protruding part is composed of a non-conductive organic material, the liquid crystal display panel further comprises: an electrode layer disposed on the protruding electrode layer; and a submicron structure layer, a multilayer film, or a micro-reflection layer is disposed between the protruding electrode layer and the first substrate.

The invention discloses high-strength refractory cement mortar in a petroleum industry and a construction process thereof. The high-strength refractory cement mortar is prepared from the following technical formula (weight percentage): 10-18% of silicate cement, 8-16% of powdered refractory cement, 5% of silica powder, 12-20% of corundum, 3-6% of alumina micro powder, 5-10% of high-alumina bauxite, 1-5% of sodium nitrate, 30-50% of river sand and proper amount of water. Firewalls constructed with the refractory cement mortar have high stability and safety; the high-strength refractory cement mortar is simple in production and low in production cost; the construction process of the high-strength refractory cement mortar is simple to operate; the high-strength refractory cement mortar is applicable to high temperature of up to about 1,700 degrees centigrade and can be widely applied to the firewalls in the petroleum industry and independent chimney flues and small kilns in the other industries.

The invention discloses a treatment and construction method for grooving an underground diaphragm wall encountering with an underground stirring pile. The construction method comprises the following steps: (1) judging a beyond-limit range and a hole guiding position of the stirring pile; (2) putting a percussion hammer in position and preparing slurry; (3) guiding a hole by a round drill bit and filling the hole with rock blocks; (4) trimming the hole by a square drill bit and filling the hole with the rock blocks; and (5) grooving a groove section below the depth range of the stirring pile. By means of a method which comprises the steps of backfilling gravels, using the round percussion drill to impact the beyond-limit stirring pile in advance, brushing a wall by the square percussion drill to control the perpendicularity and then grooving by using a grooving machine, the construction method solves the problem that the grooving speed of the grooving machine is slow and the grooving quality is hard to control as the strata in the grooving range are not uniform in hardness as a result of beyond-limit of the stirring pile in a construction process of the underground diaphragm wall, so that the progress of station construction is completed on schedule while the cost is saved, and a good economical benefit is obtained.

The invention provides a cement soil mixing pile construction method considering intensity uniformity, which comprises the following steps that a construction site is levelled, and construction positions of a plurality of unconstructed mixing piles are determined; a mixer aligns with the center position of one of the unconstructed mixing piles, and positioning of the mixer is carried out; the mixer is started to perform empty agitation sinking operation, and a drill pipe of the mixer is controlled to sink to a predetermined depth while cutting soil; the drill pipe of the mixer is controlled tocontinue to sink and simultaneously stir the soil until a design depth is reached; after the drill pipe of the mixer is lifted to the predetermined depth, a slurry sending pump is turned on to spraycement slurry into a soil body, and the drill pipe of the mixer is controlled to rotate downwards to perform stirring operation; when the drill pipe of the mixer rotates downwards to the design depth,the drill pipe of the mixer is lifted to rotate upwards to perform stirring operation, and when the drill pipe of the mixer is lifted to the earth surface or a predetermined distance above design elevation, the construction of the mixing pile is completed; and the steps are repeated until the construction of all the mixing piles is completed.

The invention relates to a guniting digging and cutting structure for a large-diameter wet spraying mixing pile construction drilling tool, which comprises a drill bit center rod, a guniting digging and cutting unit is arranged in the radial direction of the drill bit center rod, the guniting digging and cutting unit comprises a guniting channel and a digging and cutting wing plate, and the digging and cutting wing plate is fixed on the outer wall of the drill bit center rod. One end of the slurry spraying channel is communicated with a slurry flowing channel arranged on the drill bit center rod, the slurry spraying channel is located below the digging and cutting wing plate and is parallel to the length direction of the digging and cutting wing plate, and a slurry spraying through seam is formed in the axial direction of the slurry spraying channel; the method has the characteristics of uniformly spreading the curing agent slurry along the radius of the pile body, effectively improving the pile body quality and the construction efficiency of the stirring pile, reducing the dosage of the curing agent and the like, and also has the characteristics of effectively preventing the slurry spraying pipe from being blocked, easily cleaning the blocked pipe and the like.