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80results about How to "Guaranteed crack resistance" patented technology

LED-packaging epoxy resin composition

The invention discloses a method for improving the performance of a large-power high-light-transmittance LED packaging epoxy resin composition. The composition is composed of a component A and a component B. The composition has excellent UV resistance and yellowing resistance. The composition is advantaged in good manufacturability, good light transmittance, and low light failure. The composition can be used in white-light and blue-light LED packaging. Compared with organosilicon, the composition is advantaged in low price. Innovatively, the component A of the composition is composed of liquid cycloaliphatic epoxy resin, solid cycloaliphatic epoxy resin, and hydrogenated bisphenol A epoxy resin. An anti-forming agent, a color complementary agent, and a dispensing agent are adopted in auxiliary. The system does not contain benzene ring, and yellowing is not easy to occur. The component B is prepared through the steps that: methyl hexahydrophthalic anhydride and hexahydrophthalic anhydride are subjected to a polymerization reaction with promoting agents or cationic initiators such as quaternary phosphonium salt, quaternary ammonium salts, DBU salt, and imidazole; with added phosphate antioxidant, a thermal yellowing capacity is improved. With the applications of an ultraviolet absorber and a light stabilizer, a UV yellowing resisting effect is further improved.
Owner:MIANYANG WELLS ELECTRONICS MATERIAIS +1

Protuberant hot-melt road marking coating, and preparation method and construction method thereof

The invention discloses a protuberant hot-melt road marking coating, and a preparation method and a construction method thereof, and relates to the technical field of road marking construction. The protuberant hot-melt road marking coating is mainly prepared from the following raw materials by the weight percentage: 3-8% of petroleum resin, 3-8% of rosin resin, 2-6% of polyamide resin, 0.5-1.5% ofalkyd resin, 20-50% of a reflective material, 1-10% of a pigment, 0-1.5% of an anti-sedimentation agent, and the balance a filler. The defects of poor formability, poor cohesion, poor low temperatureresistance, easy cracking when being used in winter and poor deformation resistance at high temperature of a traditional road marking coating are alleviated. The formula of the protuberant hot-melt road marking coating improves the performance of the coating through the cooperative use of petroleum resin, rosin resin, polyamide resin and alkyd resin; pigments and fillers, the reflective materialand the optional anti-sedimentation agent are added for compounding, so the product has the advantages of good performance, improved high temperature anti-compressive performance, no cracking in winter and no collapse when being pressed in summer.
Owner:河北新思维创业空间服务有限公司 +1

Method for constructing connection joint between flat slab and post cap in reverse construction method

The invention provides a method for constructing a connection joint between a flat slab and a post cap in a reverse construction method, and relates to the technical field of concrete supporting components. The method aims to solve the problems that in the prior art, a flat slab and a post cap are poured and constructed successively, accordingly, shrinkage cracks are prone to being formed a connection joint, bearing capacity, rigidity and punching-resistant capacity of the flat slab are reduced, reverse construction operations are extremely inconvenient and operation efficiency is reduced. The method includes the following steps that firstly, an upper-layer steel bar and a lower-layer steel bare of the flat slab to be poured and an embedded steel bar, a horizontal hoop rib and radial inclined ribs of the post cap to be poured are distributed surrounding a reserved steel column; a formwork is erected, concrete is poured, the formwork is dismantled after the concrete is hardened, and the flat slab and the post cap, which are connected into a whole, are manufactured. Through the method, the flat slab and the post cap can be poured to form a whole and are connected more tightly, the punching-resistant requirement can be met and stress performance of the connection joint is improved.
Owner:NO 2 CONSTR GRP CO LTD OF SHANGHAI CONSTR GRP

Lower multi-layer assembly type heat insulation and energy saving building

PendingCN106836468AReduce waste and other issuesAvoid Bricklaying and Plastering JobsRoof covering using slabs/sheetsBuilding componentsInsulation layerSandwich board
The invention provides a lower multi-layer assembly type heat insulation and energy saving building which comprises a wall body, a floor and a roof. The wall body, the floor and the roof adopt amode of prefabricated slabswhich comprise prefabricated outer wallboards (1), prefabricated inner wallboards (2), prefabricated floor boards (3) and prefabricated roof boards (4), and comprise prefabricated sandwich boards with heat insulation layers; the prefabricated wallboards and a foundation are connected through vertical connection devices (5) evenly arranged at the bottoms of the prefabricated wallboards; the adjacent prefabricated wallboards are connected through joints (6); the joints (6) are evenly provided with horizontal connection devices (7) in the height direction; the upper and lower layers of prefabricated wallboards and the prefabricated floor boards (3) are connected through a plurality of vertical connection devices (8); the prefabricated wallboards and the prefabricated roof boards (4) are connected through vertical connection devices (9) evenly arranged at the tops of the prefabricated wallboards; and the adjacent prefabricated floor boards (3) or the adjacent prefabricated roof boards (4) are connected through joints (10). The building achieves integrated organic combination of whole assembling of a main body structure and a heat insulation structure, so that the field construction speed is high, and the heat insulation and energy saving effects are good.
Owner:ARCHITECTURAL DESIGN & RES INST OF TSINGHUA UNIV

Simply-supported slab bridge jack-up method and height-adjustable combined cushion structure applied therein

The invention discloses a simply-supported slab bridge jack-up method and a height-adjustable combined cushion structure applied therein. The simply-supported bridge jack-up method includes: firstly, setting up distributive girders under a girder, arranging jacks and putting up temporary supports, and then entirely synchronously jacking up a simply-supported slab to the height 1-3mm higher than design elevation; preliminarily supporting the bridge by the aid of the height-adjustable combined cushion structure and supports prior to performing zero-clearance girder falling to the designed elevation, and then demounting the jacks and the temporary supports. The height-adjustable combined cushion structure comprises a precast portion composed of precast supports and a height-adjustment combined mechanism capable of adjusting the height of the precast supports and a cast-in-situ portion coating a height-adjustable mechanism and part of the precast supports. The simply-supported slab bridge jack-up method and the height-adjustable combined cushion structure applied therein have the advantages of high applicability, controllable security, high construction precision, high operability, high economical efficiency, good application prospect and the like, thereby being capable of being used in support replacement projects of expressways and the bridges of urban roads and especially applicable to jack-up engineering when jack-up height of a sole-across simply-supported girder (slab) is larger than the stroke of one jack.
Owner:CCCC ROAD & BRIDGE SPECIAL ENG

Low magnetic permeability stainless electrode and preparation method thereof

The invention discloses a stainless steel welding electrode with low magnetic permeability and a preparation method thereof. The welding electrode of the invention is composed of an H06Cr21Ni10 welding core and a coating. The coating comprises components according to the following weight percentages: 45 percent to 53 percent of TiO2, 10 percent to 13 percent of CaCO3, 10 percent to 13 percent of CaF2, 0.6 percent to 1 percent of alkali powder , 5 percent to 7 percent of quartz, 2 percent to 3 percent of talc, 6 percent to 8 percent of chromium metal, 7.5 percent to 8.5 percent of manganese metal, 2.8 percent to 3.6 percent of metallic nickel and 1 percent to 2 percent of Cr2O3. The weld metal of the welding electrode of the invention has low magnetic permeability, meets the required mechanical properties and can be used for welding stainless steel structures of 1Cr18Ni9Ti and 0Cr18Ni9 with low magnetic permeability. The price of the welding electrode is considerably lower than that of the existing stainless steel welding electrode E310-16 with low magnetic permeability. The welding electrode of the invention has welding technological properties and mechanical properties of weld metal which are similar to the existing E308-16 stainless steel welding electrode, thereby being convenient for wide application.
Owner:TIANJIN BRIDGE WELDING MATERIALS GROUP

Fluidized roadbed soil and construction method

The invention discloses fluidized roadbed soil and a construction method. The fluidized roadbed soil comprises the following raw materials, in parts by weight: 90-110 parts of residue soil, 10-30 parts of cement, 50-80 parts of water, 0-20 parts of fine gravel, 0-5 parts of a foaming agent, 0-10 parts of soluble foam particles, 0-5 parts of a retarder, 0-15 parts of bentonite, 0-10 parts of straw fibers, 0-5 parts of nano silicon oxide, 0-2 parts of basalt fibers, 0-5 parts of nano calcium carbonate, 0-5 parts of nano magnesium oxide, 5-10 parts of perovskite, and 2-5 parts of ammonium chloride. The fluidized roadbed soil is obtained by the steps of mixing the above raw materials, performing sieving, performing mud scattering and the like. The fluidized roadbed soil provided by the invention has the following advantages: the fluidized roadbed soil has a wide application range: the fluidized roadbed soil is in a flowing state and has no special requirements for formation flatness; the fluidized roadbed soil has good water permeability: the fluidized roadbed soil has good water permeability, the water permeability coefficient can reach 12 m/s<-4>, and a water body can be dispersed more quickly; the fluidized roadbed soil has high strength: the unconfined compressive strength under fluidity of 185 reaches 362 kPa; and the fluidized roadbed soil is convenient for construction and has high economic benefits.
Owner:JIANGSU UNIV OF SCI & TECH

Fabricated light-weight interior partition wall joint structure and construction method thereof

The invention relates to the technical field of construction engineering, and discloses a fabricated light-weight interior partition wall joint structure and a construction method thereof. The fabricated light-weight interior partition wall joint structure comprises a concrete floor or beam and two or more light-weight interior partition wall precast slabs, fiber cement wedge plugs are embedded between the concrete floor or beam and the light-weight interior partition wall precast slabs, and meanwhile, '7'-shaped anchoring steel bars are implanted between the concrete floor or beam and the light-weight interior partition wall precast slabs. According to the fabricated light-weight interior partition wall joint structure, the construction methods of a light-weight interior partition wall construction column, a ring beam and the like are canceled, an interior partition wall precast slab joint, an interior partition wall rabbet, a wall body driving anchoring steel bar and nailing alkali resistant and crack resistant grid cloth, the overall stability and crack resistance of an interior partition wall body are effectively ensured, the construction quality problem of the expansion crackat the joints between the inner partition wall and the concrete structure, and between the wall and the wall is avoided, the whole assembly process is simple, operation is convenient, the constructionperiod is shortened, and the cost is low.
Owner:CCFED THE FIRST CONSTR & ENG

Delayed coagulation Portland cement for road base layer and production method

InactiveCN109503006AGuaranteed frost resistanceGuaranteed crack resistanceCement productionCrack resistanceSlag
The invention discloses delayed coagulation Portland cement for a road base layer and a production method. The delayed coagulation Portland cement comprises the following raw materials in percentage by mass: 50% of clinker, 7% of flue gas desulfurization gypsum, 7% of limestone, 6% of slag, 30% of coal ash and 0.8% of grinding aids. The production method comprises the following steps: crushing theclinker, the flue gas desulfurization gypsum, the limestone, the slag and the coal ash, pre-homogenizing, carrying powder grinding, and making a crude material by using a conventional method; preheating and partially decomposing the crude material by using a cycle preheater; sintering in a cement rotary furnace so as to obtain clinker, further rapidly decomposing carbonate in the rotary furnace,and carrying out a series of solid phase reactions; putting the cement clinker and the grinding aids into a ball mill, and finally milling the cement clinker into appropriate granularities by using the ball mill. By adopting the delayed coagulation Portland cement for the road base layer, multiple use function property requirements such as freezing resistance, cracking resistance, permeation resistance, impact resistance, wearing resistance and erosion resistance of the cement can be ensured, resources can be comprehensively utilized, and remarkable social benefits can be made.
Owner:DATONG JIDONG CEMENT CO LTD

Texture paint decoration prefabricated coiled material for exterior wall of building and method for preparing same

A texture paint decoration prefabricated coiled material for an exterior wall of a building comprises an organic polymer non-woven fabric bearing layer, a toughness base material layer is arranged on the organic polymer non-woven fabric bearing layer, a waterproof base coat layer is sprayed on the toughness base material layer, a texture paint main paint layer is arranged on the waterproof base coat layer, and a finish-coat paint layer is arranged on the texture paint main paint layer. A method for preparing the texture paint decoration prefabricated coiled material for the exterior wall of the building includes the following steps that (1) the toughness base material layer is prepared, wherein powdery matter is metered and sequentially added according to sequences of quartz sand with the number of meshes ranging from 80 to 150 in per square inch, sub-nanometer ferronickel blast furnace slag ultrafine powder, 52.2 R Portland cement and hydroxypropyl methyl cellulose, stirring begins to be carried out from the moment when the powder is added, and stirring is conducted for another 4-6 minutes after the hydroxypropyl methyl cellulose is added; emulsion A is added to the mixture and stirred for about 3-5 minutes, then emulsion B and a proper amount of water are added and stirred for 6-8 minutes, and toughness base material mortar suitable for being sprayed and rolled is prepared.
Owner:山东省建筑科学研究院有限公司 +1

Anti-sintering long-life double-layer columnar structure thermal barrier coating and preparation method thereof

PendingCN109763091ATo achieve the purpose of anti-sinteringHigh feasibilityMolten spray coatingCrack resistanceInsulation layer
The invention discloses an anti-sintering long-life double-layer columnar structure thermal barrier coating and a preparation method thereof. The anti-sintering long-life double-layer columnar structure thermal barrier coating comprises a toughening layer located inside and a heat insulation layer located outside, the heat insulation layer comprises a longitudinal gap in the heat flow direction, and the heat insulation layer is composed of composite stacking of compact sheet-layer units and loose nano particle piles; the toughening layer accounts for 10%-50% of the total thickness of the double-layer structure thermal barrier coating, wherein the fracture toughness of a first thermal barrier coating material is greater than or equal to 2.5MPa.m<1/2>; and the heat insulation layer accountsfor 50%-90% of the total thickness of the double layers, and the thermal conductivity of a second thermal barrier coating material and a third thermal barrier coating material at the temperature of 1000-1600 DEG C does not exceed 2.5W/m.K. According to the double-layer columnar structure thermal barrier coating provided by the invention, the purpose of resisting sintering of the ceramic coating ina high-temperature environment can be achieved, and the cracking resistance of the coating is enhanced through the design of the toughening layer and the columnar structure, so that the anti-sintering and long-life collaborative design of the novel structure thermal barrier coating is realized.
Owner:XI AN JIAOTONG UNIV

Repairing agent for subway shield segments and preparation method of repairing agent

The invention discloses a repairing agent for subway shield segments and a preparation method of the repairing agent. The repairing agent is prepared from the following raw materials in parts by mass:200 to 300 parts of ordinary Portland cement; 150-200 parts of white cement; 100 to 250 parts of sulphoaluminate cement; 20-50 parts of microbeads; 50 to 100 parts of silica fume (silica powder); 150to 250 parts of active glass powder; 1 to 10 parts of excitant; 50 to 100 parts of concrete expanding agent; 0.1 to 0.4 part of plastic expanding agent; 1 to 5 parts of water reducing agent; 0.1 to 0.4 part of defoaming agent; 0 to 0.5 part of cellulose; 15 to 35 parts of redispersible latex powder; and A parts of water. The sum of the dosages of the components excepting water, namely the sum ofthe parts of the components excepting water is B, and the water-material ratio, namely the ratio of A to B, is 0.15-0.20: 1. The invention further provides a preparation method of the repairing agent.Through the synergistic effect of all the components, the repairing agent is high in early and later compressive strength, good in wear resistance and small in color difference with old concrete repairing, has the characteristics of good bonding performance and crack resistance, and is convenient to apply and popularize.
Owner:刘翠芬
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