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40results about How to "Material economy" patented technology

Cable for ship marine closed circuit television camera and manufacturing method thereof

The invention discloses a cable for a ship marine closed circuit television camera and a manufacturing method thereof, belonging to the field of cables. A cable core comprises a coaxial cable, a twisted pair core wire and a power cable and is peripherally wrapped with a polyester tape lapped layer; the polyester tape lapped layer is peripherally wrapped with a tinned copper wire shielding layer which is peripherally wrapped with an outer sheath; a center conductor of the coaxial cable is outwardly wrapped with a coaxial cable insulating layer, a coaxial cable shielding layer and a coaxial cable sheath in order; the center of the twisted pair core wire comprises a group of twisted pair wire pair and a non-insulating copper conductor leakage wire; the twisted pair wire pair is formed by mutually twisting two single-stranded insulating core wires; each single-stranded insulating core wire comprises a twisted pair wire conductor in the center and a twisted pair wire insulating layer wrapping outside the twisted pair wire conductor, and the twisted pair wire pair and the leakage wire are externally wrapped with aluminum foil polyester composite tapes; the leakage wire is in electric contact with the aluminum layers of the aluminum foil polyester composite tapes; and the power cable comprises a power cable core wire conductor and a power cable insulting layer wrapping outside the power cable core wire conductor.
Owner:JIANGSU YUANYANG DONGZE CABLE

Tuned damper of controllable jacket type marine wind-driven generator

The invention relates to a tuned damper of a controllable jacket type marine wind-driven generator. The tuned damper comprises an external damping cavity unit (1) which is arranged on the ground in asliding manner and an internal damping internal damping unit (5) which is arranged on the external damping cavity unit (1) in a sliding manner, wherein the outer wall of the external damping cavity unit (1) is connected with the wind-driven generator through energy consumption springs (4); a cavity (10) which is sunken downwards is formed in the middle part of the external damping cavity unit (1);the internal damping cavity unit (5) is arranged on a bottom plate of the cavity (10) in a sliding manner; the side wall of the internal damping cavity unit (5) is connected with the inner wall of the cavity (10) through the energy consumption springs (4); the inner part of the external damping cavity unit (1) and the inner part of the internal damping cavity unit (5) are sealed; and liquid (2) is loaded in the external damping cavity unit (1) and the internal damping cavity unit (5), and air is left. Compared with the prior art, the tuned damper disclosed by the invention has various energyconsumption mechanisms under the effect of wind or / and earthquake, and the energy consumption capacity is high.
Owner:TONGJI UNIV

Green environment-friendly comprehensive management method for high-steep loess landslide

InactiveCN109763502APlay the role of stabilizing the slopeHas a green ecological effectSewerage structuresExcavationsGreen environmentEngineering
The invention discloses a green environment-friendly comprehensive management method for high-steep loess landslide. The green environment-friendly comprehensive management method comprises the following steps: carrying out step-by-step cutting on the slope side of a high-steep loess landslide body; leveling the steps of each stage and backfilling reinforced soil on the steps of each stage; filling soil and covering after the reinforced soil is backfilled; pumping soil nails into the reinforced soil; driving a pile foundation into the bottom end of the backfilled reinforced soil at the front edge of the bottom of the high-steep loess landslide; then arranging an anti-slip retaining wall on the outer side of the backfilling reinforced soil; arranging vertical drainage pipes in a slope body;arranging horizontal drainage pipes at the top of the slope body, at the steps of each stage and at the bottom of the slope body; screening, fertilizing and shotcreting the slope side. The comprehensive prevention and control method disclosed by the invention has the advantages that the stress in the slope can be well dispersed and plastic failure is avoided; a perfect drainage system ensures thedrainage of the whole side slope and avoids the effect of rainfall infiltration on the stability of the side slope; in addition, the method disclosed by the invention is a green construction method,and has the advantages of economical raw materials, convenience in construction and suitability for wide application in high-steep landslide treatment in loess areas.
Owner:NORTHWEST UNIV(CN)

Cable for ship hydrophone equipment and manufacturing method thereof

The invention discloses a cable for ship hydrophone equipment and a manufacturing method thereof, which belong to the field of cables, wherein a cable core is formed by intertwisting four insulated wire cores in a star shaped disposition, and the pitch diameter ratio for intertwisting is 8 to 10; each insulated wire core comprises a core wire conductor in the center; each core wire conductor is formed by intertwisting 16 tinned copper wire bundles with a diameter of 0.15mm to 0.20mm and a single wire elongation at break of 15% to 20%, and the pitch diameter ratio for intertwisting is 8 to 11; the peripheries of the core wire conductors are wrapped with insulating layers in an extrusion way, and the thickness of each insulating layer is 0.60 to 0.62mm; the insulating layers of two of the insulated wire cores, which are opposite to each other, are wrapped with shielding layers, and each shielding layer is formed by weaving the tinned copper wires with a single wire diameter of 0.12 to 0.14mm, and the weaving density is 90% to 95%; the shielding layers are externally lapped with insulated tape lapped layers, and a packing layer which makes the cable core round and complete is arranged on the periphery of the cable core; and the periphery of the packing layer is wrapped with an outer sheath in an extrusion way, and the outer sheath is made from chlorosulfonated polyethylene with a thickness of 1.2 to 1.4mm. The cable has advantages of fine insulating property, long service life and capability of meeting the operational requirements of the ship hydrophone equipment.
Owner:JIANGSU YUANYANG DONGZE CABLE

Fiber reinforced polymer (FRP) fiber bar-steel bar composite steel bar cage production device and use method thereof

PendingCN109555110AAuto fit sizeAutomatically adapt to special unfavorable situations such as irregularitiesBulkheads/pilesEpoxySteering wheel
The invention discloses afiber reinforced polymer (FRP) fiber bar-steel bar composite steel bar cage production device and a use method thereof. A fiber frame body, a glue soaking groove containing epoxide resin, a plurality of temperature curing machines, a plurality of bar material secondary curing molding devices, a plurality of first steering wheels, a plurality of second steering wheels, a bar material pushing device, a steel bar fixing fastener emitter, a horizontal transverse steel bar distributing device, a 'U-shaped' rachelbar distributing device, and two operation frames arranged onthe two sides of a diaphragm wall groove are adopted. According to the fiber reinforced polymer (FRP) fiber bar-steel bar composite steel bar cage production device and the use method thereof, pull-extrusion molding of FRP bars, and integrative, mass, and industrial production of the multifaceted functions such as organic assembly of the FRP bars and ordinary steel bars can be realized, and the difficult problemsof lifting and molding of a super deep diaphragm wall steel cage under the narrow space are solved; in addition, a diaphragm wall framework formed by combining the flexible FRP bars and the ordinary steel bars generated by the fiber reinforced polymer (FRP) fiber bar-steel bar composite steel bar cage production device can automatically adapt to the size of the diaphragm wall groove and deal with the special unfavorable conditions such as the irregular groove wall, has higher carrying capacity, more economical materials, and more convenient construction.
Owner:SHANGHAI NO 4 CONSTR

Reinforced structure for coupling beam of reinforced concrete

The invention discloses a reinforced structure for a coupling beam of reinforced concrete, comprising a coupling beam, a steel plate and shear walls at the two ends of the coupling beam, wherein the steel plate is set along the vertical side of the coupling beam and connected with the shear walls by a first fastening connection piece; the reinforced structure further comprises a buckling constraint frame; the vertical side frames a the two sides of the buckling constraint frame are respectively connected with the steel plate located o the shear walls at the two sides of the coupling beam by a second fixing connection piece. The vertical side frame extends the upper and lower ends of the steel plate and connected with the corresponding shear wall by the second fastening connection piece; and the intersection of the buckling constraint frame and the steel plate is levelly provided with circular holes. The steel plate and buckling constraint frame in the invention are designed and processed ahead of time with high prefabricating degree, and the field majors in assembly. The buckling constraint frame is adopted, so that the steel plate can develop the strength effectively and improve the shock resistance of the coupling beam. When bending the constraint steel plate, the rigidity of the increased coupling beam is avoided by setting level long circular hole, and the reinforced structure is beneficial for earthquake resistant design requirement.
Owner:BEIJING UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE

Novel composite diaphragm wall structure under low clearance and construction method of novel composite diaphragm wall structure

The invention discloses a novel composite diaphragm wall structure under the low clearance and a construction method of the novel composite diaphragm wall structure. A diaphragm wall frameworkis assembled and formed by directly connecting fiber reinforced polymer (FRP) bars and ordinary steel bars in a groove of a diaphragm wall, the fiber reinforced polymer (FRP) bars are arranged longitudinallyinto two rows to be used as vertical longitudinal bars along a wall body of the diaphragm wall, and the corresponding row, close to the excavation side of a foundation pit, of the vertical longitudinal bars are fiber reinforced polymer (FRP) prestressed bars; the diaphragm wall framework is directly arranged in the ground of the diaphragm wall after continuous pultrusion molding through the fiberreinforced polymer (FRP) bars, no lifting and splicing is required, and the diaphragm wall framework is not limited by the clearance. According to the novel composite diaphragm wall structure under the low clearance and the construction method of the novel composite diaphragm wall structure, a prestressed technology is applied, the flexural rigidity of the composite diaphragm wall is automaticallyadjusted and lifted while the tensile strength of the flexible fiber reinforced polymer (FRP) bars is fully utilized, and thus load-bearing performance of thediaphragm wall can meet the force suffering requirements under different working conditions; and in addition, the diaphragm wall framework formed by combining the flexible fiber reinforced polymer (FRP) bars and the ordinary steel bars can automatically adapt to the groove size of the diaphragm wall anddeal with the special adverse conditions such as irregular groove walls, the load-bearing capacity is higher, materials are more economical, and construction is more convenient.
Owner:SHANGHAI NO 4 CONSTR

Unidirectional tension metal sheet space structure and construction method

The invention relates to a one-way tension metal sheet space structure, which is used for a large-span building, and comprises a metal sheet which is formed by tension and forms the space structure; the steel columns are arranged on the two sides of the space structure span; one ends of the tension cables are fixedly connected to the top ends of the steel columns on the two sides, and the other ends are connected with the metal sheets from the two sides of the space structure span; one end of the back cable is connected with the top end of the steel column; and the gable plates are arranged at the two ends of the metal thin plate and provided with gable back cables. The stress structure and the building envelope structure are integrally designed, the metal sheets are formed by applying in-plane prestress in a tensioning mode, the whole structure can be continuously arranged in a multi-span mode, and good plane adaptability and good economic performance are achieved. The structure system can be used for building a super-large-span temporary and permanent closed stockyard engineering structure system with the span exceeding 300 m, and has the advantages of being safe, reliable, reasonable in design, economical in material, easy and convenient to construct and the like.
Owner:NORTH CHINA INST OF SCI & TECH

High-voltage-resistant insulating tape and preparation method thereof

The invention discloses a high-voltage-resistant insulating tape. The tape is composed of a base layer and an adhesive layer. The adhesive layer is prepared from the following components by weight: 15-20 parts of polyimide, 10-12 parts of polytetrafluoroethylene, 20-25 parts of polyvinyl chloride, 2-5 parts of acetate, 30-35 parts of styrene-butadiene rubber, 40-45 parts of vinyl polyurethane rubber, 20-25 parts of an ethylene acrylic acid copolymer, 8-12 parts of pigment carbon black, 5-8 parts of zinc sulfate, 10-12 parts of quartz powder, 1-4 parts of anthracene oil, 3-7 parts of a plasticizer and 2-5 parts of an antioxidant. The invention has the advantages that the prepared insulating tape has high voltage resistance, good weather resistance and good flame retardancy, and is particularly applicable to high voltage conditions; the used raw materials are economical; the preparation method is simple in process and suitable for large-scale industrial production; and an isopropyl alcohol solution with a specific concentration is employed for cleaning the bonding surface of the base layer, so subsequent bonding process is more easily realized, a prepared composite layer is more compact, and the service life of the insulating tape is prolonged.
Owner:JIANGSU YONGJIA ELECTRONICS MATERIALS

Cable for ship marine closed circuit television camera and manufacturing method thereof

The invention discloses a cable for a ship marine closed circuit television camera and a manufacturing method thereof, belonging to the field of cables. A cable core comprises a coaxial cable, a twisted pair core wire and a power cable and is peripherally wrapped with a polyester tape lapped layer; the polyester tape lapped layer is peripherally wrapped with a tinned copper wire shielding layer which is peripherally wrapped with an outer sheath; a center conductor of the coaxial cable is outwardly wrapped with a coaxial cable insulating layer, a coaxial cable shielding layer and a coaxial cable sheath in order; the center of the twisted pair core wire comprises a group of twisted pair wire pair and a non-insulating copper conductor leakage wire; the twisted pair wire pair is formed by mutually twisting two single-stranded insulating core wires; each single-stranded insulating core wire comprises a twisted pair wire conductor in the center and a twisted pair wire insulating layer wrapping outside the twisted pair wire conductor, and the twisted pair wire pair and the leakage wire are externally wrapped with aluminum foil polyester composite tapes; the leakage wire is in electric contact with the aluminum layers of the aluminum foil polyester composite tapes; and the power cable comprises a power cable core wire conductor and a power cable insulting layer wrapping outside the power cable core wire conductor.
Owner:JIANGSU YUANYANG DONGZE CABLE

Long and short yielding anchor rod type combined control method suitable for large deformation of soft rock tunnel

The invention discloses a long and short yielding anchor rod type combined control method suitable for large deformation of a soft rock tunnel. The method comprises the steps of upper step construction of the soft rock tunnel and lower step construction of the soft rock tunnel. According to the method, after tunnel excavation is completed, guniting treatment is carried out on a surrounding rock in time, the exposure time of the surrounding rock is shortened, then installation of a reinforcing mesh and yielding anchor rods are carried out, the yielding anchor rods are arranged in two times, setting of a primary support steel frame is carried out, and finally a layer of concrete is sprayed again; and releasing can be carried out on the internal energy of the surrounding rock in a deformation mode, firstly, the force acts on the yielding anchor rods, when the supporting force provided by the yielding anchor rods and a steel arch is equal to the deformation force of the surrounding rock, the deformation of the surrounding rock stops, at the moment, a primary supporting system composed of the yielding anchor rods and the steel arch is in a relative balance state, the rigid-flexible combined supporting effect is formed, engineering accidents caused by large deformation are avoided, and the method has the advantages of being good in surrounding rock supporting effect, simple in supporting structure and economical in material consumption.
Owner:中铁二十五局集团第四工程有限公司 +1
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