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217results about How to "Improve structural quality" patented technology

Mass concrete circulating cooling water automatic control cooling system and method

The invention discloses a mass concrete circulating cooling water automatic control cooling system and method, and belongs to the technical field of concrete cooling. The system comprises water collection boxes, cooling pipes, temperature measuring elements, a circulating mechanism connected with the water collection boxes and the cooling pipes and temperature switches connected with the temperature measuring elements and the circulating mechanism. The cooling pipes and the temperature measuring elements are pre-buried in mass concrete. The cooling pipes are pre-buried in the mass concrete ina layered manner, and each layer of cooling pipe is composed of multiple independent sub-pipes. Each sub-pipe is provided with the corresponding temperature measuring element. The temperature switchesare used for controlling the magnitude of the water conveying quantity generated after the circulating mechanism is shut down and started up according to the temperature, measured by the temperaturemeasuring elements, in the mass concrete. According to the system, zoning cooling can be carried out on the mass concrete, the temperature difference between various zones and the residual stress difference generated after hardening can be reduced, the risk that clearances appear in a concrete structure can be reduced, and the structural quality of the mass concrete structure can be improved.
Owner:CHINA RAILWAY NO 3 GRP CO LTD +1

Construction technique for ultralow-temperature high-property concrete for railway construction in frigid areas

The invention discloses a construction technique for ultralow-temperature high-property concrete for railway construction in frigid areas. The construction technique comprises the steps as follows: A, mixing ultralow-temperature high-property concrete: gelled materials, sand, crushed stone, an efficient water reducing agent, compound antifreeze and water are evenly mixed to obtain the ultralow-temperature high-property concrete; the gelled materials are made by evenly mixing cement and mineral admixtures in the weight ratio of (88-78):(12-22); the weight ratio of the compound antifreeze to the mineral admixtures is (3-6):100; the compound antifreeze comprises 30 to 35 wt% of nitrate, 30 to 33 wt% of organic compound, 0.5 to 1wt% of calcium formate, and water as the rest; the nitrate is calcium nitrate or calcium nitrite; and the organic compound is methanol or alcohol; B, pouring the ultralow-temperature high-property concrete; and C, curing the ultralow-temperature high-property concrete. The construction technique has the advantages of reasonable design, simplicity in construction steps, convenience in operation, fast construction progress, low construction cost, and good structural quality of concrete used in construction.
Owner:CHINA RAILWAY 20 BUREAU GRP

Tunnel shield propulsion and inside double-layer road synchronous construction method

The invention relates to a method used for synchronously performing tunnel shield thrusting construction and internal double deck road construction, which can perform construction to the internal road of the tunnel when the shield is thrust, and takes prefabricated parts of the well-laid lower deck road as the transportation channel to perform flow production for in-situ casting the upper deck road. The method comprises the following steps: in all the operating areas behind the thrusting shield, the construction working procedures which are arranged in sequence and according to the longitudinal sequence and are synchronously performed are as follows: first, the lower deck rod is laid by adopting the prefabricated parts; second, the structural parts on both sides of the prefabricated parts of the lower deck road are cast; third, in-situ concrete casting construction is performed to the supporting parts of the upper deck road; fourth, in-situ concrete casting construction is performed to the upper deck road. The method performs synchronous construction to the internal road structure by combining the prefabricated parts and the cast-in-situ concrete structure. Therefore, not only the construction period is reduced, but also the construction flexibility and the integrity and the shock resistance of the engineering structure are improved; meanwhile, the influence of the tunnel quality to the structural quality of the internal rod is reduced. The method is especially suitable for the large diameter long distance double-decked tunneling construction.
Owner:SHANGHAI TUNNEL ENGINEERING CO. LTD.

Customized Bluetooth earphone and manufacturing method thereof

The invention relates to a customized Bluetooth earphone and a manufacturing method thereof. The customized Bluetooth earphone comprises an ear cavity inner shell, a connection component, an ear cavity outer shell, a lithium battery, a sounding unit and an integrated circuit board, wherein the ear cavity inner shell is molded integrally through a 3D printing process; the ear cavity inner shell is connected with the ear cavity outer shell through the connection component; a sound cavity structure is arranged at a position corresponding to the cavity of auricular concha in the ear cavity inner shell; the sounding unit is arranged in the sound cavity structure; the side wall of the ear cavity inner shell is provided with a sound guide hole; the lithium battery is arranged in the ear cavity inner shell; the integrated circuit board comprises an antenna, a Bluetooth module, a decoding chip, a power amplifying module and a microphone which are arranged in the ear cavity outer shell and a switch, an answering button, a charging port and an LED (Light-Emitting Diode) indicating lamp which are arranged on the side wall of the ear cavity outer shell; and the lithium battery and the sounding unit are connected with the integrated circuit board respectively. The customized Bluetooth earphone and the manufacturing method thereof have the beneficial effects that customized delivery is not limited by regions anymore; the user experience can be enhanced; and a large amount of labor force and materials is saved.
Owner:长兴悦瑞三维科技有限公司 +3

Integrated infusion molding method for front and rear edge flanges and shell of wind turbine blade

ActiveCN102092134ASolve potential hidden dangers of unstable qualityReduce the impactFinal product manufactureDomestic articlesTurbine bladeAdhesive
The invention discloses an integrated infusion molding method for front and rear edge flanges and a shell of a wind turbine blade, which comprises the following steps of: preparing materials and a mold; laying the materials and arranging the mold; laying a second layer of vacuum bag; infusing parts; and trimming the parts. Through technical innovation, the parts which are separately manufactured originally are fused into a whole through a vacuum infusion technology, so that efficiency is improved, energy is saved, environment is protected and the stability of the structural quality is ensured. The new technology avoids hidden trouble of instable quality. The dimension is stable and provides guarantee for subsequent adhesion. The method is little influenced by external environment, and ensures continuous and stable output. The material utilization rate can be further improved and the cost of 8,400,000 RMB can be saved. The production efficiency is improved; and the infusion mode is adopted, personnel is prevented from contacting resin and an adhesive, energy is saved, environment is protected and the long-term stable development of a worker team is ensured. The method is easy to operate, the service life of the mold is prolonged, the mold loss is nearly zero, and the mold investment cost is reduced.
Owner:东方电气(天津)风电叶片工程有限公司

High-pressure grouting molding manufacturing process of toilet bowl, molding die of high-pressure grouting molding manufacturing process and ceramic toilet bowl

The invention relates to the field of manufacturing processes, molding dies and finished products of sanitary ceramic products, and provides a high-pressure grouting molding manufacturing process of a toilet bowl. The high-pressure grouting molding manufacturing process comprises the steps of arranging of horizontal type high-pressure grouting equipment, arranging of a plurality of molding die bodies, die closing, grouting, die opening, die releasing and bonding and molding. Each molding die body comprises two female dies and a male die between the female dies. The molding die bodies are arranged on a bearing system of the horizontal type high-pressure grouting equipment in the horizontal direction. Two half-edge blanks are obtained every time die opening and die releasing are carried out. A complete toilet bowl blank is molded after each step of bonding and molding. Thus, according to the high-pressure grouting molding manufacturing process of the toilet bowl, the grouting molding yield and efficacy can be increased, and equipment cost is reduced; and a double-face grout eating manner can also be adopted so that the product yield and quality can be increased, the grout return manufacturing process is omitted, and the grouting molding time is greatly shortened.
Owner:GLOBE UNION INDAL

Profile steel framework structure concrete floor slab suspension mould pouring construction method

The invention relates to a profile steel framework structure concrete floor slab suspension mould pouring construction method. The profile steel framework structure concrete floor slab suspension mould pouring construction method comprises the steps of installing and correcting profile steel components, measuring a released line, designing and manufacturing a suspension mould system, manufacturing and installing a hoisting bar, installing main rods, installing secondary rods, laying formwork panels, tying floor slab steel bars, pouring and maintaining concrete, and detaching the suspension mould system. Compared with the prior art, the profile steel framework structure concrete floor slab suspension mould pouring construction method has the advantages of being high in construction speed, being stable in quality of a concrete structure, reducing the use of circulation materials, relieving vertical conveying pressure, improving labor efficiency and relieving labor intensity. Compared with a traditional steel pipe whole-building supporting frame, the profile steel framework structure concrete floor slab suspension mould pouring construction method improves the labor efficiency by about 2.5 times. Due to the fact that labor intensity is largely relieved, the work of operators is continuous.
Owner:芜湖立宇建设有限公司

Manufacturing method of reinforcing steel bar section and adjustable reinforcing steel bar section splitting jig frame thereof

The invention discloses a manufacturing method of a reinforcing steel bar section and an adjustable reinforcing steel bar section splitting jig frame thereof. The adjustable reinforcing steel bar section splitting jig frame comprises a bearing platform, a vertical supporting frame, a suspension frame and a toothed plate set, wherein the bearing platform comprises a pair of longitudinal bearing steels, and a plurality of transverse bearing steels which are orthogonally connected below the longitudinal bearing steels; the vertical supporting frame comprises a plurality of pairs of left supports and right supports; the left supports and the right supports are vertically arranged on the transverse bearing steels; the suspension frame comprises hoisting ribs, and suspension plates which are connected with the left supports and the right supports through the hoisting ribs in a suspension manner; the toothed plate set comprises lower toothed plates which are connected with the corresponding transverse bearing steels, left toothed plates which are connected with the corresponding left supports, right toothed plates connected with the corresponding right supports, and upper toothed plates connected with the corresponding suspension plates. With the adoption of the adjustable reinforcing steel bar section splitting jig frame, a safe and reliable construction environment is provided; in addition, the adjustable reinforcing steel bar section splitting jig frame can be transferred to use and has the characteristics of being fast to bind and manufacture, high in reinforcing steel bar mounting accuracy, and small in workload of aloft work.
Owner:ROAD & BRIDGE SOUTH CHINA EINGINEERING CO LTD +1

Transverse segmental prefabricated prestressed concrete bent cap structure and assembling method thereof

The invention discloses a transverse segmental prefabricated prestressed concrete bent cap structure and an assembling method thereof. The transverse segmental prefabricated prestressed concrete bentcap structure comprises a bent cap body and prefabricated stand columns. The bent cap body comprises a plurality of prefabricated sections spliced in the transverse direction; a hole through which a steel strand penetrates is reserved in each prefabricated section; every two adjacent prefabricated sections are connected through a wet joint section; an upper profile steel lap joint structure and alower profile steel lap joint structure which are matched with each other are pre-buried in the joint surfaces, close to the two sides of the wet joint section, of every two adjacent prefabricated sections respectively; the transverse steel bars on the top face, the bottom face and the vertical face of each prefabricated section extend into the range of the corresponding wet joint section, and thetransverse steel bars of each prefabricated section and the transverse steel bars of another adjacent prefabricated section are arranged in a staggered lap joint mode. The small-tonnage segmented prefabricated assembly of the large-volume prestressed concrete bent cap is achieved, stress of the bent cap structure can be better ensured, the structure quality is improved, and the construction speedis increased.
Owner:SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD

Cup joint hollow copper pipe manufacturing method and device based on laser cutting and welding

The invention provides a cup joint hollow copper pipe manufacturing method based on laser cutting and welding. The cup joint hollow copper pipe manufacturing method includes the following steps that one end of a hollow copper core is inserted into a hollow copper pipe; an electronic optical shutter beam splitter is connected to the output end of a laser device; welding laser beams are output to conduct fixed point welding; cutting laser beams are output to cut off the hollow copper core; a pipe side end laser circumferential weld of a cup joint section is welded; the cup joint section continuously rotates at a constant speed, and fusion brazing filler metal is controlled to drop into a core side end of the cup joint section from a flow guide pipe in an inclined manner; welding laser beams are output, and laser fusion brazing is achieved; the hollow copper pipe with one welded end is overturned horizontally by 180 degrees; and the above steps are repeatedly executed, and welding of the other end of the hollow copper pipe is completed. A cup joint section welding connector obtained through the method comprises the high-quality pipe side end laser circumferential weld and one smooth laser fusion soldered seam, the problem that leakage is easy is solved, and the sufficient overall strength mechanical property of the cup joint connector is guaranteed. The invention further provides a cup joint hollow copper pipe manufacturing device.
Owner:瑞安市聚邦汽车零部件有限公司

Arch-after-girder construction method of large-span steel box tacked arch bridge

The invention relates to an arch-after-girder construction method of a large-span steel box tacked arch bridge. The construction method comprises the following steps of: respectively building two temporary reinforced concrete bar-shaped bases on the ground at the bottom parts of steel girders on two sides of a to-be-built steel-structure bridge; mounting a plurality of temporary supporting piers on the reinforced concrete bar-shaped bases; respectively mounting steel girder assembling platforms on two external sides of the two bar-shaped bases; and paving portal crane rails on two sides of the steel girder assembling platforms and mounting two portal cranes. In the construction method, arch ribs, lifting rods and bridge surfaces engineering are carried out after system girders, end transverse girders and vertical transverse girders are mounted to form a whole stressed system by combining with temporary main supporting piers. The construction method has the advantages of low construction investment, specific structure stress, and simple and convenient construction process, and can realize parallel construction; all the steel components are hoisted by adopting the running-type portal canes, thereby reducing a great amount of mounting and dismantling work of the scaffoldings in the high altitude, and reducing the mounting period of the box girders; and the steel components can beassembled under the bridge during the transporting time of thebox girders, which increases the safety coefficients, and improves the structural quality.
Owner:CCCC TUNNEL ENG
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