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52results about How to "Improve residual strength" patented technology

Pressure-bearing type end-anchoring high-pretightening-force anchor rod support method

InactiveCN103899341ARealize the end anchor effectGuaranteed preloadAnchoring boltsPre stressPolyvinyl chloride
The invention discloses a pressure-bearing type end-anchoring high-pretightening-force anchor rod support method which is applicable to surrounding rock support in mine sinking and driving engineering. According to the method, at the end of the hole bottom, an anchor rod is fully adhered to surrounding rocks of the bottom of an anchor rod hole through a resin cartridge, and end anchoring effect is realized; a PVC (polyvinyl chloride) sleeve or a sleeve made of similar materials is mounted on an anchor rod body of a free section, a space between the sleeve and the anchor rod hole is filled with cement mortar, a cement mortar body is fully adhered to surrounding rocks of the anchor rod hole, and the cement mortar body cannot be adhered to the anchor rod due to the sleeve, so that pretightening force can be ensured to be applied to the anchor rod at different time periods, and the pretightening force of the anchor rod can be remarkably increased; particularly, under the condition of weak surrounding rocks, the cement mortar body of the free section can bear the pretightening force if an anchoring section at the resin end is displaced, so that support efficiency of the pretightening-force anchor rod is guaranteed to the greatest extent, and stability and safety of surrounding rocks of deep tunnels are facilitated.
Owner:CHINA UNIV OF MINING & TECH

Filling bag body, timbering and filling column and construction method

The invention relates to the field of coal mine timbering and particularly relates to a filling bag body, a timbering and filling column and a construction method. The filling bag body comprises a first flexible bag body, a second flexible bag body and a diaphragm, wherein the diaphragm is located between the first flexible bag body and the second flexible bag body, a steel hoop is sewed to the periphery or an interlayer of the second flexible bag body, grouting holes are respectively formed in the upper parts of the outer side walls of the first flexible bag body and the second flexible bag body, and an exhausting holes are formed in the top end surface of the first flexible bag body; through holes are formed in the diaphragm; and a plurality of hanging lugs are arranged in the peripheraldirection of the second flexible bag body. The timbering and filling column comprises a first strut section, a second strut section and the filling bag body, wherein the first strut section is constructed by a first rapid setting material, and the second strut section is constructed by a second rapid setting material. The working procedure for constructing the filling column by virtue of the filling bag is simple, the filling column is rapidly formed, and meanwhile, the heights of the first strut section and the second strut section can be precisely controlled.
Owner:BEIJING RUINUOANKE NEW ENERGY TECH

Method for reinforcing aeolian sandy soil by polypropylene fibers

The invention discloses a method for reinforcing aeolian sandy soil by polypropylene fibers. The method comprises the following steps: selecting materials for preparing fiber aeolian sandy soil, wherein the length of the polypropylene fiber is 18mm, the mix ratio of the fiber is 0.3 percent, and the aeolian sandy soil materials are air-dried aeolian sand or aeolian sandy soil (the moisture content accounts for 11.2wt%); according to the proportioning scheme, closely and completely mixing fine TEXSOL with aeolian sandy soil particles by way of spraying, so that a composite three-dimensional spatial structure is formed by the TEXSOL and the aeolian sandy soil; and carrying out mechanical compaction on the composite fiber aeolian sandy soil subjected to spraying, wherein the compaction method and standard of the composite fiber aeolian sandy soil are same as those of common soil, so that the compaction density of the aeolian sandy soil reaches 100 percent of the standard compaction density, and the fiber aeolian sandy soil is compacted closely. By utilizing the method in earth-filled dams, retaining walls and the drainage works of the earth-filled dams, the water stability of the interior of the soil body can be effectively improved, the shearing strength and tensile strength of the soil body can be obviously improved, and the construction process is simple; and because the fiber content of the fiber aeolian sandy soil is very low, the method has the advantages of cheapness and environmental protection.
Owner:HARBIN INST OF TECH

Warship board multilayer anti-detonation protection structure

The invention discloses a warship board multilayer anti-detonation protection structure. The warship board multilayer anti-detonation protection structure comprises a double-layer shell, a void compartment, a first liquid compartment and a second liquid compartment, wherein the double-layer shell, the void compartment, the first liquid compartment and the second liquid compartment are sequentially ranked from the outer side of a warship body to the inner side of the warship body, the water filling height h of the first liquid compartment and the water filling height h of the second liquid compartment are 70%-80% of a compartment height H, the void compartment is separated from the first liquid compartment through a first compartment separation plate, the first liquid compartment is separated from the second liquid compartment through a second compartment separation plate, the second liquid compartment is separated from an inner compartment of a warship through a third compartment separation plate, and the side, towards a compartment body, of the second liquid compartment is fixedly connected with a plurality of longitudinal box girders which are vertically ranked at intervals. The warship board multilayer anti-detonation protection structure with the structural style has the advantages of being light in weight, good in anti-detonation performance, high in residual intensity and the like, when a warship board is impacted by detonation, most detonation impact energy can be absorbed, the compartments of the warship are prevented from being damaged, and personal losses are avoided.
Owner:JIANGSU UNIV OF SCI & TECH

Shear wall composed of multilayer steel plates

The invention discloses a shear wall composed of multilayer steel plates, belonging to the technical field of structural engineering. The shear wall is characterized in that plain steel plates and the corrugated steel plates are combined in a laminating manner to form a shear wall combined of double-layer steel plates; or a plain steel plate is clamped between two corrugated steel plates to form a shear wall combined of three-layer steel plates; a thin-layer hard rubber pad is arranged between the plain steel plate and the corrugated steel plate; the plain steel plate, the corrugated steel plate and the thin-layer hard rubber pad are connected through a high-strength bolt; the pretightening force of the high-strength bolt enables the frictional force to be generated between the plain steel plate and the corrugated steel plate, thus the plain steel plate and the corrugated steel plate are commonly applied force under the action of the lateral force; under the action of strong earthquake, the relative slippage is generated because of larger displacement difference value inside the surfaces of the plain steel plate and the corrugated steel plate, and the plain steel plate and the corrugated steel plate are mutually restrained outside the surface all the time; and the plain steel plate and the corrugated steel plate are connected with the surrounding edge constructional members through C-shaped steel. The shear wall combined of multilayer steel plates can be used as a novel lateral force resistant constructional member in a high-rise building steel structure or other structures.
Owner:WUXI RES INST OF APPLIED TECH TSINGHUA UNIV +1

Explosion venting bulkhead structure with unequal intensity of naval vessel cabin

The invention relates to an explosion venting bulkhead structure with unequal intensity of a naval vessel cabin. The explosion venting bulkhead structure consists of an explosion venting plate, reinforcing ribs and corner connecting structures with unequal intensity, wherein the explosion venting plate is used for being damaged rapidly when an explosion occurs in the cabin to release pressure in the cabin; the reinforcing ribs are arranged on the inner side of the cabin, and are used for supporting the explosion venting plate and guaranteeing the residual intensity of a vessel body after the explosion venting plate is damaged; and the corner connecting structures with unequal intensity are arranged between the explosion venting plate and a strong bulkhead structure of the cabin, and are used for connecting the explosion venting plate and the strong bulkhead structure of the cabin, and guaranteeing that damage occurs on one side of the explosion venting plate when the explosion occurs in the cabin. Under the load of the explosion in the cabin of the naval vessel, the structure can be rapidly damaged to relieve pressure, so that the intensity and the energy of explosion products are dissipated through spatial distance and volume attenuation, the pressure of quasi-static air pressure is dispersed and reduced, the situation that the strong bulkhead structure of the cabin is integrally destroyed is avoided, and the residual intensity of the naval vessel structure is greatly improved.
Owner:NAVAL UNIV OF ENG PLA

Band type wangeviry mining technology branch entry supporting method

The invention discloses a band type wangeviry mining technology branch entry supporting method. The band type wangeviry mining technology branch entry supporting method comprises three steps for completing supporting work: preliminary supporting is performed during branch entry tunneling, screw-thread steel anchor rods and anchor ropes are arranged on top plates, and glass anchor rods are arranged on two sides; after the preliminary supporting is completed and first mining pit excavation is completed, anchor rods are hit on one side coal wall close to an unexcavated mining pit to improve the residual strength of a coal body and provide a certain supporting role on excavation activities of an adjacent mining pit; after the excavation close to the mining pit is also completed, an inter-tool coal pillar with the width of 2 m is reserved between the two mining pits, and double-pretightening-force anchor rods are hit on the coal pillar; then, the operation is cyclically performed with completion of excavation of the mining pits till the excavation works of all mining pits in a branch entry are completed. The band type wangeviry mining technology branch entry supporting method can improve the residual strength of the inter-tool coal pillar left after the excavation of the mining pits is completed, improves the residual strength of the inter-tool coal pillar and the stability of a branch entry roadway, decreases supporting pressures of adjacent unexcavated mining pits and facilitates earth's surface subsidence control and earth's surface building (construction) protection.
Owner:HENAN POLYTECHNIC UNIV

High-residual-strength phenolic flame-retardant system glass fiber reinforced plastic material and preparation method thereof

ActiveCN111320837AImprove residual strengthGood residual strengthGlass fiberPlastic materials
The invention discloses a high-residual-strength phenolic flame-retardant system glass fiber reinforced plastic material and a preparation method thereof. The high-residual-strength phenolic flame-retardant system glass fiber reinforced plastic material is prepared from the following components in parts by weight: 20-30 parts of a component A and 60-70 parts of a component B, wherein in the component A, the mass ratio of phenolic resin to modified siloxane resin to glass powder to graphite to white carbon black to a curing agent to an accelerant is 1 to (0.4 to 1.1) to (0.1 to 0.2) to (0.01 to0.08) to (0.005 to 0.01) to (0.01 to 0.02) to (0.01 to 0.02); the B component is E glass fiber. According to the invention, the phenolic resin, the modified siloxane resin, the glass powder, the graphite, the white carbon black, the curing agent, the accelerant and the E glass fiber are used as raw materials in a matching manner, so that the obtained high-residual-strength phenolic flame-retardant system glass fiber reinforced plastic material has better high-temperature resistance and flame retardance, the oxygen index exceeds 60%, and the high-temperature residual strength can reach 72 MPa.The preparation method of the high-residual-strength phenolic flame-retardant system glass fiber reinforced plastic material provided by the invention is simple to operate and high in safety.
Owner:WUHAN UNIV OF TECH

Anchor height pretightening force anchor rod and anchor cable combined supporting device and method

The invention provides an anchor height pre-tightening force anchor rod and anchor cable combined supporting device and method.The anchor height pre-tightening force anchor rod and anchor cable combined supporting device comprises an anchor rod supporting device and an anchor cable supporting device, the anchor rod supporting device and the anchor cable supporting device are arranged in a staggered mode, the anchor rod supporting device is constructed firstly, a surrounding rock shallow rock stratum is fixed, and then a surrounding rock deep rock stratum is fixed through the anchor cable supporting device; anchor rod and anchor cable combined support can reinforce the overall structure of deep and shallow rock strata; the anchor rod supporting device comprises a sleeve, a nut and an anchor rod body. The anchor cable supporting device comprises an anchor cable rod body, a lock, a lock clamping piece and an anchor cable tensioning device. The anchor rods and the anchor cables are combined for supporting, so that the post-peak residual strength of the surrounding rock can be improved, the broken surrounding rock at the shallow part of the roadway can be suspended in a stable rock mass with better deep integrity, the bearing performance and the anchoring pre-tightening force of the deep rock mass are fully exerted, the stress of the broken rock mass is optimized, the surrounding rock of the roadway is anchored, and the expansion of a plastic zone is inhibited.
Owner:HUAINAN MINING IND GRP

Multi-layer anti-blast protection structure on ship side

The invention discloses a warship board multilayer anti-detonation protection structure. The warship board multilayer anti-detonation protection structure comprises a double-layer shell, a void compartment, a first liquid compartment and a second liquid compartment, wherein the double-layer shell, the void compartment, the first liquid compartment and the second liquid compartment are sequentially ranked from the outer side of a warship body to the inner side of the warship body, the water filling height h of the first liquid compartment and the water filling height h of the second liquid compartment are 70%-80% of a compartment height H, the void compartment is separated from the first liquid compartment through a first compartment separation plate, the first liquid compartment is separated from the second liquid compartment through a second compartment separation plate, the second liquid compartment is separated from an inner compartment of a warship through a third compartment separation plate, and the side, towards a compartment body, of the second liquid compartment is fixedly connected with a plurality of longitudinal box girders which are vertically ranked at intervals. The warship board multilayer anti-detonation protection structure with the structural style has the advantages of being light in weight, good in anti-detonation performance, high in residual intensity and the like, when a warship board is impacted by detonation, most detonation impact energy can be absorbed, the compartments of the warship are prevented from being damaged, and personal losses are avoided.
Owner:JIANGSU UNIV OF SCI & TECH

A protective device for concrete gravity dam heels against underwater contact explosion

The invention discloses a protection device for the underwater anti contact explosion of a concrete gravity dam heel. The protection device comprises a front panel arranged in sequence from the front to the back, a wave panel, a middle panel, a support partition board and a back panel; the peripheries of the front panel, the middle panel and the back panel are sealed and fixedly connected through a side panel, the wave panel and the front panel and the middle panel are not fixedly connected, the support partition board is used for partitioning the middle panel and the back panel, the support partition board is formed by multiple vertical plates connected together with multiple horizontal plates, and the vertical plates and the horizontal plates partitions the place between the middle panel and the back panel into multiple small cavities which can store sealed air. The deformation and breakage of the front panel and the wave panel are utilized by the protection device to absorb part of the energy from the explosion, then the wave resistance and mismatch resistance principle of the air and the surrounding water medium is utilized, the explosion shock waves are further reflected and attenuated, thus the anti-explosion protection of the gravity dam is increased; the protection device has the advantages of being good in anti-explosion ability, high in residual intensity, simple in structure, and rapid and destruction-free in protection deploying.
Owner:WUHAN UNIV
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