31results about How to "With anti-seepage function" patented technology

The invention provides a water-tight anticoagulant, which mainly comprises the raw materials that: 2-Acrylamido-2-methylpropanesulfonic, Benzenesulfonic acid, 4-ethenyl-, sodium, Methacrylic acid, propenoic acid, aqueous ammonia, Sorbitan MOnooleate, Polyoxyethylene nonyl phenyl ether, Diallyl phthalate and Styrene / alpha-methylstyrene linear body and etc. The water-tight anticoagulant is fabricated through the three steps of techniques of neutralization, emulsification and polymerization. The invention is a water-tight anticoagulant for textile material printing, and the adding volume is below 0.5 percent in printing paste or dyeing paste, so that water-tight coagulation prevention function can be fulfilled, and distinct and elegant printing patterns can be gained in dye printing paint printing. Meanwhile, the invention also has the advantages of perfect levelling power, dispersion and migration prevention, etc.

The production method of the multifunctional exterior wall anti-crack putty provided by the invention is prepared in parts by weight, consisting of 13-17 parts of tap water, 0.18-0.22 parts of cellulose, 9-11 parts of pure acrylic elastic emulsion, and 18-18 parts of silicon acrylic elastic emulsion. 22 parts, 0.2-0.3 parts of defoamer, 1-2 parts of preservative, 0.8-1.2 parts of thickener, 28-32 parts of white cement, 6-9 parts of heavy calcium carbonate, 15-19 parts of quartz powder; Among them, the best preparation: 15 parts of tap water, 0.2 parts of cellulose, 10 parts of pure acrylic elastic emulsion, 20 parts of silicon acrylic elastic emulsion, 0.3 parts of defoamer, 1.5 parts of preservative, 1.0 part of thickener, 30 parts of white cement , 8 parts of heavy calcium carbonate, 17 parts of quartz powder; synthesized in a reactor, put into tap water, cellulose, silicon acrylic elastic emulsion, pure acrylic elastic emulsion, defoamer, preservative, thickener successively, and fully stir for 13- After 17 minutes, add white cement, heavy calcium carbonate, and quartz powder, stir for 40-50 minutes until uniform, wait for 10 minutes, visually observe that it reaches the required consistency, and use it. The particle size of heavy calcium carbonate is 750-800 mesh; the particle size of quartz powder is 260-300 mesh.

The invention provides a tunnel cement concrete pavement oil-proof overlay and an overlaying process thereof, and belongs to the technical field of road maintenance. The tunnel cement concrete pavement oil-proof overlay comprises an adhesion layer, an SMA asphalt mixture overlaying layer, a sand-containing fog sealing layer, and a waterproof and oil-proof layer; the adhesion layer, the SMA asphaltmixture overlaying layer, the sand-containing fog sealing layer and the waterproof and oil-proof layer are overlaid on the treated cement concrete pavement from bottom to top. Compared with the conventional asphalt overlay, the oil-proof overlay provided by the invention is good in water penetration resistance, the waterproof and oil-proof layer, the sand-containing fog sealing layer and the adhesion layer in the overlay structure have the water penetration resistance, the water damage risk of the pavement can be reduced; and the skidding resistance attenuation amplitude of the overlay is reduced due to the isolation effect of the waterproof and oil-proof layer under the oil contamination effect, and the recovery speed is fast.

The invention discloses a seepage-proof modification method for sewage storage pools of large-scale livestock and poultry farms. The pool bottom and pool walls are constructed synchronously by means of the once-forming construction process, and a seepage-proof structure employs a modification process which integrates a plain concrete cushion layer, an HPDE (high-density polyethylene) seepage-proof film and a concrete block pressure cover. Pool wall modification of the pool walls includes: modifying an all-soil storage pool, adding the plain concrete cushion layer to a compacted foundation soil layer of an original pool wall, adhering the HPDE seepage-proof film, and paving a layer of concrete blocks. Modification of a storage pool with a soil bottom and retaining walls around includes: roughening contact surfaces of original reinforced concrete retaining walls, adhering the HPDE seepage-proof films, and paving a layer of concrete blocks. Pool bottom modification includes: digging to an old soil layer, adding a plain concrete cushion layer, laying an HPDE seepage-proof film, and paving a layer of concrete blocks. The seepage-proof modification method has the advantages that seepage-proof effects can meet seepage-proof requirements of the reinforced concrete pools, the seepage-proof films can be protected effectively to prevent the problem of 'bumps' caused by rise of groundwater level, and service lives of the seepage-proof films can be prolonged greatly.

The invention relates to a method for avoiding frost heaving damage of a water delivery canal applied to a seasonally-frozen soil region and particularly relates to a method for eliminating a frost heaving damage effect of a water delivery canal having no ice covers in winter and operating at a high water level in a seasonally-frozen soil region. The method comprises: 1) the cross section of a rigid lined canal of the water delivery canal adopts a composite section way, the section below the top surface of a canal bank or a canal embankment is a trapezoidal section, and the section above the canal bank or the canal embankment is a rectangular section; 2) water in the canal plays a role in preserving the heat of canal foundation soil according to the characteristic of high specific heat capacity of the water in the canal, so that the aim that the canal foundation soil is not frozen in the whole winter is achieved, the frost heaving of the water delivery canal is eliminated, and the water level surface in the canal in the whole winter is not lower than the top surface of the canal bank or the canal embankment; and 3) no soil is provided at the outer side of a straight water retaining wall canal on the rectangular section of the canal, namely no soil is provided at the rear of the straight water retaining wall above the top surface of the canal bank or the canal embankment, so that the straight water retaining wall naturally has no the frost heaving effect. By using the method, the frost heaving effect of the canal foundation soil to a rigid lining layer of the canal is eliminated, and a rigid lining plate of the canal can be prefabricated, so that the commercialization of a canal concrete product is realized; and the canal can be built by water-running construction, so that the construction period can be shortened.

A disclosed Tunnel impervious fireproof paint is mainly prepared by stirring the following raw materials in parts by weight: 50-60 parts of sulphoaluminate cement, 30-35 parts of AEC expansive cement, 20-24 parts soybean oil fatty acid alkyd resin, 18-24 parts of acrylate polymer emulsion, 10-12 parts of aluminium hydroxide, 5-8 parts of starch, 10-12 parts of perlite, 5-8 parts of fly ash, 10-12 parts of polypropylene short fiber, 4-8 parts of carboxymethyl cellulose, 10-15 parts of fly-ash glass microsphere, 5-9 parts of diatomite, 5-9 parts of ammonium polyphosphate and 5-8 parts of pentaerythritol. The product provided by the invention not only is good in fireproof performance, but also has water seepage resistant performance, and thus makes up the disadvantage the conventional fireproof paints are easily subjected to water seepage; and the fireproof paint is green, environment-friendly, strong in caking property, easy to construct and operate and excellent in comprehensive performance, and is suitable for the fields such as traffic tunnels, people's air defence buildings, underground buildings and the like.