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55results about How to "Enough durability" patented technology

Dry-hanging keel decorative board heat insulation composite wall and its construction method

The invention relates to a thermal insulation compound wall body of a dry hanging keel decoration plate and a construction method, wherein a prefabricated thermal insulation keel is mounted on a basal layer wall body through a mechanical anchor firmware, and then a negative angle column and a positive angle column are mounted, heat-insulating material is filled between the positive angle column and the negative angle column, both lateral sides of the invention are respectively equipped with two thermal insulation keels, and J-shaped slotted plates are respectively mounted on the two thermal insulation keels, and a prefabricated door-window insulating sleeve hole is mounted on a door-window opening, the periphery of a sash is filled and infused with foaming polyurethanes, a heat-insulating board is filled between the thermal insulation keels, and the thermal insulation keels are fixed by an anchor firmware with a round plate, and the foaming polyurethanes are infused in gaps, at last a cladding decoration panel is fixedly mounted on the outer side of the thermal insulation keels by self-threading screws. The thermal insulation property of the thermal insulation compound wall body is excellent, and the thermal insulation compound wall body achieves an integral dry construction, the architectural exterior facing is rich and colorful, the cubic effect is strong, the invention is not easy to be polluted, which can be widely applied to civilian constructions which are newly constructed, enlarged, and rebuilt and needs thermal insulation and heat insulation, in particular to villas whose heights of eaves are less than 20m and floors are less than 3 to 4, and outer-eaves decoration of middle grade and high grade constructions.
Owner:北京住总集团有限责任公司 +1

Interception and drainage pressure-reduction anti-floating system

The invention discloses an interception and drainage pressure-reduction anti-floating system which comprises a waterproof curtain arranged around an underground structure. A plurality of water collecting pits are formed below a bottom plate of the underground structure. Immersible pumps and water level induction switches are arranged in the water collecting pits. Well holes are formed in the bottoms of the water collecting pits. Pressure-reduction well pipes are arranged in the well holes. Anti-filtration layers are arranged around the pressure-reduction well pipes. The tops of the pressure-reduction well pipes are higher than openings of the well holes. The anti-filtration layers are located in the water collecting pits. The pressure-reduction well pipes are mainly formed by axially and vertically stacking a plurality of non-fine concrete well rings. The non-fine concrete well rings comprise upper annular ring beams, lower annular ring beams, stand columns and non-fine concrete wedge-shaped blocks. By means of cooperative work of the system, buoyant force on the bottom plate can be effectively reduced, the drainage amount can be controlled, the surrounding is protected against surface subsidence caused by the too large drainage amount, the number of uplift piles and the number of uplift anchor rods are greatly decreased, non-fine concrete blocks can be conveniently dismounted and replaced, and it is guaranteed that a pressure-reduction well has enough durability.
Owner:SOUTH CHINA UNIV OF TECH

Permanent magnet motor magnetic steel installation and fixation retainer and permanent magnet motor magnetic cylinder comprising the same

The invention discloses a permanent magnet motor magnetic steel installation and fixation retainer. The permanent magnet motor magnetic steel installation and fixation retainer is characterized by comprising a cylinder cage-shaped retainer body, wherein partition magnetic stripes are arranged on the retainer body according to equal arcs of a circumference, the space formed between adjacent partition magnetic stripes and the retainer body in an enclosing mode is a partition magnetic stripe groove, and openings of the partition magnetic stripe groove are arranged in the mode that the diameter of the opening on the inner side is smaller than the diameter of the opening on the outer side. By the adoption of the structure, reacting force generated by a trapezoid cross section can effectively prevent magnetic steel from getting loose, the magnetic steel can be fixedly connected with a magnetic yoke relatively with no need for an anaerobic adhesive, a stainless steel ring, a carbon fiber, a bolt lock and other materials, therefore, the installation process of the magnetic steel is greatly simplified, the installation efficiency is improved, the failure rate of a motor due to the fact that a magnetic steel strip falls off is reduced, and the production efficiency of the motor is improved. Moreover, the permanent magnet motor magnetic steel installation and fixation retainer can be manufactured in an injection molding mold opening mode, the mold opening cost is relatively low, the manufacturing is easy, and popularization and use are convenient.
Owner:WERNERFUJIAN POWER CO LTD

Construction waste recycled aggregate composite carrier pile and preparation method thereof

The invention discloses a construction waste recycled aggregate composite carrier pile. The construction waste recycled aggregate composite carrier pile mainly comprises a rammed body, a pile body and a mattress layer, and is characterized in that the rammed body is formed by sorted construction waste on the outer layer and dry and hard recycled concrete on the inner layer; the pile body is composed of a pile casing above the rammed body, a steel reinforcement cage inside the pile casing and recycled concrete poured into the pile casing; the mattress layer is laid at the pile head position. A preparation method of the construction waste recycled aggregate composite carrier pile comprises the steps of smashing, screening, mixing, preparation of a pile moving machine in place, column-hammer tamping, pile casing follow-up hole formation, filler tamping, measurement of penetration of three drives, tamping and filling of the recycled concrete, placement of the steel reinforcement cage, filling of a finished pile, laying of the mattress layer and the like. The phenomenon that construction waste can not be used after old buildings are dismantled is solved, and the obtained composite carrier pile is good in expanded-base effect, high in single pile bearing capacity and small in deformation.
Owner:ZHONGHENG CONSTR GRP

Green and environment-friendly permeable asphalt mixture for cold regions and method for preparing green and environment-friendly permeable asphalt mixture

The invention discloses a green and environment-friendly permeable asphalt mixture for cold regions. The green and environment-friendly permeable asphalt mixture comprises, by weight, 210-230 parts ofsteel slag, 8.80-9.53 parts of SBS (styrene-butadiene-styrene block copolymer) modified asphalt, 6.14-6.36 parts of limestone mineral powder, 1.14-1.27 parts of diatomaceous earth, 0.70-0.95 part ofrubber powder, 0.53-0.76 part of TPS (toughened polystyrene) asphalt high-viscosity agents, 0.25-0.30 part of warm mixing agents and 0.47-0.94 part of basalt fibers. The invention further provides a method for preparing the green and environment-friendly permeable asphalt mixture for the cold regions. The green and environment-friendly permeable asphalt mixture and the method have the advantages that the green and environment-friendly permeable asphalt mixture is sufficient in strength, water stability, durability, frost resistance and water permeability, rainwater can be immediately permeatedinto spaces below pavements, accordingly, the driving safety can be greatly guaranteed, driving noise can be lowered, and urban water logging can be reduced; the construction temperatures further canbe reasonably lowered, the construction difficulty can be lowered, and the green and environment-friendly permeable asphalt mixture and the method have important engineering application values.
Owner:JILIN UNIV

Tamping device for road engineering

InactiveCN108265695AStrong ability to resist dynamic loadImprove stabilitySoil preservationLoad resistanceRoad engineering
The invention discloses a tamping device for road engineering. The tamping device comprises a bottom plate, wherein a hydraulic oil tank, an oil pump, a speed reducer and a hydraulic distributor are arranged at the upper part of the bottom plate; an output shaft of the speed reducer is fixedly connected with an input shaft of the oil pump; an oil inlet of the oil pump is communicated with an oil outlet of the hydraulic oil tank through a hydraulic pipe; in addition, an oil outlet of the oil pump is communicated with an oil inlet of the hydraulic distributor through a hydraulic pipe; one side of the bottom of the bottom plate is provided with a press roller through a support frame; the other side of the bottom of the bottom plate is provided with a support wheel through a vibration reduction support frame. The tamped roadbed can be compressed, so that the dynamic load resistance capability of the roadbed is high; the resistance capability for resisting the damage and invasion caused bythe natural condition change such as geology, water, rainfall, climate and earthquake is high; the enough firmness, stability and durability are realized; the back output of a tractor can be used fordriving the tamping device to complete the tamping task; the tamping device is worthy of being popularized and generalized.
Owner:陆水娜

An interception, decompression and anti-floating system

The invention discloses an interception and drainage pressure-reduction anti-floating system which comprises a waterproof curtain arranged around an underground structure. A plurality of water collecting pits are formed below a bottom plate of the underground structure. Immersible pumps and water level induction switches are arranged in the water collecting pits. Well holes are formed in the bottoms of the water collecting pits. Pressure-reduction well pipes are arranged in the well holes. Anti-filtration layers are arranged around the pressure-reduction well pipes. The tops of the pressure-reduction well pipes are higher than openings of the well holes. The anti-filtration layers are located in the water collecting pits. The pressure-reduction well pipes are mainly formed by axially and vertically stacking a plurality of non-fine concrete well rings. The non-fine concrete well rings comprise upper annular ring beams, lower annular ring beams, stand columns and non-fine concrete wedge-shaped blocks. By means of cooperative work of the system, buoyant force on the bottom plate can be effectively reduced, the drainage amount can be controlled, the surrounding is protected against surface subsidence caused by the too large drainage amount, the number of uplift piles and the number of uplift anchor rods are greatly decreased, non-fine concrete blocks can be conveniently dismounted and replaced, and it is guaranteed that a pressure-reduction well has enough durability.
Owner:SOUTH CHINA UNIV OF TECH
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