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66 results about "Bond failure" patented technology

Method for predicting bonding strength of steel strand under cracking and failures of rotation and protection layer

The invention discloses a method for predicting the bonding strength of a steel strand under cracking and failures of rotation and a protection layer. The method comprises the steps that a relationalexpression between the limit bonding strength and the radial stress of a bonding failure face is established, the radial stress of the bonding failure face when concrete split bonding fails is determined, the critical radial stress of the bonding failure face when a concrete split failure is turned to a drawing rotation failure is determined, and the minimum thickness of the concrete protection layer under the critical radial pressure stress is determined. Through existing drawing experiment data related to the steel strand, the method is compared and evaluated, and in combination with the twokinds of failure modes, the precision of the method is verified. By considering a twisting spiral structure and a rotation bonding mechanism of the steel strand, the limit bonding strength of the single prestress steel strand under the two kinds of failure modes including the concrete split failure and the drawing rotation failure can be effectively simulated and predicted, and the method has high precision; the defect of research related to a prestress steel strand and concrete theoretical bonding model is overcome.
Owner:CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY

Reverse osmosis membrane element and sealing case thereof

PendingCN109569304AEnsure health and safetyEliminate the risk of internal leakageReverse osmosisReverse osmosisMembrane bodies
The invention discloses a reverse osmosis membrane element and a sealing case thereof. The reverse osmosis membrane element comprises a reverse osmosis membrane body, a water passage adapter connectedwith one end of the reverse osmosis membrane body, and the sealing case connected in a sleeve mode to the outer surface of the reverse osmosis membrane body, wherein the sealing case comprises a sealing case body in a hollow cylindrical shape; the outer circumference of the upper portion of the sealing case body is provided with an O-type sealing ring, and the sealing case body and the O-type sealing ring are integrally made of high-molecular food-grade materials. According to the reverse osmosis membrane element, the sealing case saves glue applied onto the back surface and tightly seals upthe surface of the reverse osmosis membrane body through elasticity, thereby effectively ensuring sanitary safety of the reverse osmosis membrane element; besides, with the O-type sealing ring, the sealing case saves auxiliary sealing by white tapes, simplifies assembling processes and meanwhile avoids the risk of internal leakage of a reverse osmosis filter element due to bonding failure betweenthe white tapes and concentrated water sealing rings as well as external tapes.
Owner:SHENZHEN ANGEL DRINKING WATER IND GRP

Corner longitudinal reinforcement centralized and profiled bar built-in reinforcing structure of RC (Reinforced Concrete) rectangular column and preparation method thereof

The invention relates to a corner longitudinal reinforcement centralized and profiled bar built-in reinforcing structure of an RC (Reinforced Concrete) rectangular column and a preparation method thereof, belonging to the field of earthquake resistance strengthening of RC columns. According to the corner longitudinal reinforcement centralized and profiled bar built-in reinforcing structure and the preparation method thereof, longitudinal reinforcements at the four corners of a cross section of an original rectangular column are centralized based on the form that reinforcements are distributed on the cross section of the original rectangular column, so as to form an isosceles-right-triangle delta-shaped longitudinal reinforcement distributed form, and reinforcing inequilateral angle irons of the four corners of the cross section of the rectangular column are fixed at the outer sides of the two ends of an initially-reinforced reinforcement cage through steel reinforcing rods. Due to the form, a good binding effect can be provided for concrete, and the concrete can be prevented from shedding too early under the action of oblique earthquakes. The method comprises the following specific operating steps: forming the reinforcement cage, mounting the angle irons and forming the reinforcing structure. The corner longitudinal reinforcement centralized and profiled bar built-in reinforcing structure and the preparation method thereof have the advantages that the condition that the RC square column is not subjected to bond failure under the action of the oblique earthquakes can be guaranteed on the premise that the condition that the structure is designed according to X and Y principal-axis directions is basically not changed, and the oblique bearing capacity, ductility and earthquake resistance of the column are improved greatly.
Owner:BEIJING UNIV OF TECH

Preparation method of alkali metal atom micro air chamber based on MEMS process

The invention discloses a preparation method of a soda ash metal atom micro air chamber based on an MEMS (Micro Electro Mechanical System) process. The preparation method comprises the steps of RCA (Reactive Clear Adhesive) cleaning, photoetching, etching low-temperature anodic bonding and scribing. The high-precision, low-stress and high-purity MEMS atomic air chamber can be manufactured, and (1)the noise problem caused by atomic depolarization relaxation due to the fact that a conventional glass-silicon-glass atomic air chamber is different in quality is avoided; (2) the problem of poor airtightness caused by weak atom bonding force of different bonding layers is solved by anodic bonding; (3) the problem of bonding failure or low air tightness caused by poor surface flatness is solved;(4) the problem of low density caused by overflow of alkali metal is solved; (5) attenuation or damage of device performance can be avoided through low-temperature bonding, and residual stress and buckling deformation introduced by high-temperature bonding are reduced or eliminated; and (6) the problem that residual reactants are easily left during preparation of the single-chamber atomic gas chamber to influence subsequent light transmission is solved, and the volume size of the single-chamber atomic gas chamber is smaller than that of a double-chamber atomic gas chamber.
Owner:ZHONGBEI UNIV
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