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118results about How to "Large elongation" patented technology

Prestress assembled concrete beam column joint structure and construction method thereof

InactiveCN104727441AArrangement length is shortSmall loss of prestressBuilding constructionsPre stressConcrete beams
The invention relates to a prestress assembled concrete beam column joint structure and a construction method thereof. The prestress assembled concrete beam column joint structure comprises a prefabricated column and a prefabricated beam. The prefabricated beam and the prefabricated column are in prepressing connection through the prestress formed by tensioning prestressed reinforced steel bars. The bottom of the beam end on one side of a joint is connected with the top of the beam end on the other side of the joint through the prestressed reinforced steel bars, and the prestressed reinforced steel bars are symmetrically crossed on a vertical face. When the prefabricated beam is manufactured, the prestressed reinforced steel bars and anchoring parts of the prestressed reinforced steel bars are pre-buried at the bottom of the beam end, prestressed reinforced steel bar pore channels and an anchoring area are reserved in the top of the beam end, and open type stirrups are adopted in the anchoring area. A force transmission steel plate is arranged on the cross section part of the beam end by the way that the cross section part of the beam end is welded with longitudinal bars. Slant prestressed reinforced steel bar pore channels are reserved in a prefabricated column joint area, groove-shaped steel plates are pre-buried on the two sides of the joint of the column, and high damping rubber layers are attached to the insides of the groove-shaped steel plates. In the connecting process, the beam is clamped into channel steel, and the prestressed reinforced steel bars penetrate through a joint core area to the top of the beam end on the other side of the joint and are anchored after being tensioned to be at the designed stress. According to the prestress assembled concrete beam column joint structure and the construction method thereof, assembling construction is convenient, and high shear-bearing capacity, energy-dissipating capacity and self-resetting capacity of the connecting joint can be achieved.
Owner:WUHAN UNIV OF TECH

Thermoplastic elastomer composition and process for producing the same and pneumatic tire and hose using the same

A thermoplastic elastomer composition dynamically vulcanized to a gelation rate of 50 to 95% which is superior in heat resistance and durability while maintaining flexibility and superior in air permeation preventive property which can be efficiently used as, for example, a pneumatic tire as an air permeation preventive layer. In particular, a thermoplastic elastomer composition having a reduced particle size of the domain rubber is produced by a material having a high rubber ratio by mixing a composition (C) mixed under conditions of a ratio of melt viscosities of the rubber composition (A) / resin (B) of 0.8 to 1.2 and the formula (phiA / phiB)x(etaB / etaA)<1.0 under conditions of a ratio of melt viscosities of the rubber composition (D) / composition (C) of 0.8 to 1.2 and the formula (phiD / phiC)x(etaC / etaD)<1.0, wherein phiA: volume fraction of rubber composition (A), phiB: volume fraction of resin (B), etaA: melt viscosity of rubber composition (A), etaB: melt viscosity of resin (B), phiC: volume fraction of composition (C), phiD: volume fraction of rubber composition (D), etaC: melt viscosity of composition (C), etaD: melt viscosity of rubber composition (D). Further, a thermoplastic elastomer composition having an elastomer composition (A) as a dispersion phase and a thermoplastic resin composition (B) as a matrix and having a thermoplastic resin composition composed of a blend of at least two thermoplastic resins.
Owner:THE YOKOHAMA RUBBER CO LTD

Physical simulation experiment system and method of deep-tunnel high-resistance extensible anchor pole support

The invention discloses a physical simulation experiment system and method of deep-tunnel high-resistance extensible anchor pole support. The physical simulation experiment system comprises a simulation experiment table, a pressure loading apparatus, high-resistance extensible anchor poles, a tunnel model, a surrounding rock displacement sensor, an anchor pole dynamometer, an anchor pole dynamometer, a pole tail sleeve displacement sensor, a digital display screen, a data emission apparatus, a data receiving apparatus, a display and a data processing apparatus. The pressure loading apparatus is arranged at equal intervals between the outer side of the tunnel model inside the simulation experiment table, the multiple high-resistance extensible anchor poles are arranged between the anchorage zone rock and the hole of a tunnel, output of the surrounding rock displacement sensor, the anchor pole dynamometer and the pole tail sleeve displacement sensor is sent to the data processing apparatus for processing and is displayed by the display. The system provided by the invention is reasonable in structural design and simple to operate, enables people to visually observe deformation and support working states of the anchor pole and realizes simulation of the support mechanics characteristics and the support process of the anchor poles.
Owner:HUNAN UNIV OF SCI & TECH
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