36results about How to "Strong skid resistance" patented technology

The invention relates to a multi-layer telescopic multi-point displacement meter anchor head for water-rich soft stratum. A plurality of in-hole measuring point anchor head units are arranged in the longitudinal direction one after another. Each in-hole measuring point anchor head unit is designed to be a surface contact type and comprises a main anchor head and an anchor head protective cover, wherein each main anchor head is connected with the corresponding anchor head protective cover by a positioning hole. Each main anchor head comprises an indium steel wire, a fixed pulley device, an external force conversion device and an anchor claw execution mechanism; each indium steel wire and each fixed pulley device receive external force; a contraction action is realized by each anchor claw execution mechanism through the conversion and the drive of each external force conversion device; each external force conversion device comprises a tension spring device and a plurality of special springs; each anchor claw execution mechanism comprises a plurality of triangular blade-type anchor claws; and the number of the special springs is the same as that of the anchor claws. The multi-layer telescopic multi-point displacement meter anchor head has the advantages of good anchoring effect, wide measuring range, simple structure, convenience in construction, high anti-sliding capacity, reliable performance and the like.

The invention discloses a multilayer blade-typed multipoint displacement metre anchor head used for a soft soil layer, wherein the anchor head comprises a plurality of measuring point anchoring head units arranged in a drilling hole of a to-be-tested soil body; each measuring point anchoring head units is orderly and vertical to each other and connected with each other through a casing pipe from head to tail; each measuring point anchoring head unit is fixed with one longitudinal measuring point of the drilling hole. Each measuring point anchoring head unit comprises a main anchoring head and an anchoring head protective cover, wherein each main anchoring head and each corresponding anchoring head protective cover are in threaded connection. The multipoint displacement metre anchoring head disclosed by the invention can drive three blade-typed anchoring grasps synchronously with three springs; utilizes elastic energy released instantly to cut into the soft soil to finish anchoring; is not limited by field condition; and is convenient in installation, simple in structure, strong in reliability and stability, good in anchoring effect, strong in anti-skid ability and reliable in performance.

The invention discloses a multilayer blade-typed multipoint displacement metre anchor head used for a soft soil layer, wherein the anchor head comprises a plurality of measuring point anchoring head units arranged in a drilling hole of a to-be-tested soil body; each measuring point anchoring head unit is orderly and vertical to each other and connected with each other through a casing pipe from head to tail; each measuring point anchoring head unit is fixed with one longitudinal measuring point of the drilling hole. Each measuring point anchoring head unit comprises a main anchoring head and an anchoring head protective cover, wherein each main anchoring head and each corresponding anchoring head protective cover are connected in thread. The multipoint displacement metre anchoring head in the invention can drive three blade-typed anchoring grasps synchronously with three springs; utilizes elastic energy released instantly to cut into the soft soil to finish anchoring; is not limited by field condition; and is convenient in installation, simple in structure, strong in reliability and stability, good in anchoring effect, strong in anti-skid ability and reliable in performance.

The colored pavement formed by spraying on the porous polymer concrete surface layer and the construction method relate to pavement projects such as pavement. The present invention first uniformly mixes polymers, crushed stones and fillers to form a polymer porous concrete material, forms a polymer porous concrete surface layer (1) after paving, then uniformly mixes colored surface materials, and forms a polymer porous concrete surface layer (1) on the porous polymer concrete surface layer (1). ) is sprayed with colored surface materials to form a colored surface layer (2), and the colored surface layer (2) and the porous polymer concrete surface layer (1) are firmly bonded together to form a colored pavement. The pavement of the present invention has high strength, good deformation performance, comfortable driving, strong wear resistance, good skid resistance, water permeability, noise reduction, color can be set and adjusted according to the needs of different occasions, strong identification; pavement cost is low, and construction is convenient fast.

The invention relates to a bolt device which comprises a bolt and a nut, wherein the bolt comprises a bolt cap and a screw rod; the screw rod is provided with full threads; the outer circumference of the bolt cap is provided with at least one pair of radial blind holes distributed along the axis direction; and the outer circumference of the nut is provided with at least one pair of radial blind holes distributed along the axis direction of a thread hole of the nut. The invention has higher deformation and slide resistance, and the bolt device can be just opened by a special spanner, thereby having favorable theft preventing performance and being difficult to lose.

The colored pavement formed by spraying on the porous cement concrete surface layer and the construction method relate to pavement projects such as pavement. The present invention first uniformly mixes crushed stone, sand, cement, water, paves to form the porous cement concrete surface layer (1), then evenly mixes the colored surface material, sprays the colored surface material on the surface of the porous cement concrete surface layer (1), A colored surface layer (2) is formed, and the colored surface layer (2) and the porous cement concrete surface layer (1) are firmly bonded together to form a colored pavement. The pavement of the present invention has strong wear resistance, good skid resistance, water permeability, noise reduction, color can be set and adjusted according to the needs of different occasions, strong identification, low pavement cost, and convenient and quick construction.

The invention relates to an air inflation expansion displacement meter anchor head for a soft soil stratum. The anchor head comprises a plurality of air inflation expansion anchoring heads, a hollow central pipe and high-pressure air inflation pipes, the number of the high-pressure air inflation pipes is equal to that of the air inflation expansion anchoring heads, air bags are arranged in the air inflation expansion anchoring heads, elliptical blade anchor grippers are arranged outside the air inflation expansion anchoring heads, upper connecting sleeves and lower connecting sleeves are arranged at the upper ends of the air inflation expansion anchoring heads, the hollow central pipe penetrates into the air inflation expansion anchoring heads and is connected with the upper connecting sleeve and the lower connecting sleeve on each air inflation expansion anchoring head in a threaded manner, one end of each high-pressure air inflation pipe is connected with a ground high-pressure air inflation device, and the other end of each high-pressure air inflation pipe penetrates the hollow central pipe and extends into the air bag in the corresponding air inflation expansion anchoring head. Compared with the prior art, the air inflation expansion displacement meter anchor head has the advantages that the anchor head is high in accuracy, simple to mount, large in measuring range, safe in construction and high in working efficiency, the measuring process is not interfered by construction, artificial measuring errors are avoided and the like.

An asphalt mixture used for an antiskid noise-reducing fog sealing layer is disclosed. The asphalt mixture comprises polymer modified emulsified asphalt, aggregates, a vinyl acetate-ethylene copolymerized emulsion, epoxy resin, a water-based epoxy curing agent, a composite stabilizing agent, dioctyl phthalate, ethylene glycol and water. Through optimization of an asphalt formula, the inner structure of asphalt can be improved from the microcosmic aspect, and an objective of improving weather-proof, antiskid, antiaging and noise-reducing properties of the asphalt is achieved.

The invention discloses a high performance modified emulsified asphalt open-graded structure's one-step gradation mixing method. The method comprises the steps of: 1. selecting a plurality of factors affecting highway technical indexes and a plurality of highway technical indexes or material physical properties, employing multiple test levels for each factor to extract test data; 2. analyzing the test data obtained in step 1, and analyzing the influence of each factor on each technical index or physical property; 3. analyzing the influence of interaction between every two factors in the test data obtained in step 1 on each technical index or physical property; and 4. combining the analysis results of step 2 and step 3 to look for an optimal gradation mixing ratio. The method provided by the invention omits heating energy consumption, saves energy, reduces carbon emission, and does not produce flue gas. The environmental protection effect is good, year construction days are long, pavement water seepage performance is good, driving noise is low, and safety performance is high.

The invention discloses a cement-soil wall arch structure used for strengthening weak soil in a passive region of a foundation pit. The cement-soil wall arch structure is good in stress performance, strong in anti-skidding ability, high in economic efficiency and quite suitable for strengthening a weak soil layer in the passive region of the foundation pit. The novel cement-soil wall arch structure comprises a skirt wall, arch walls and piers. The skirt wall, the arch walls and the piers are all formed by wet-sprayed stirring piles or dry-sprayed stirring piles which are mutually meshed. According to the working mechanism of the cement-soil wall arch structure, pressure of the soil on an active side of the foundation pit is transmitted to supporting protective piles (continuous walls), the supporting protective piles (the continuous walls) transmit the pressure to the skirt cement-oil wall in the passive region, and the skirt cement-soil wall transmits the pressure to the continuous arch cement-oil walls which are connected together through the piers. The cement-soil wall arch structure can fully achieve the anti-pressure performance and the anti-shearing performance of cement soil, and has the advantages of being good in stress effect and cost saving.

The invention relates to a mobile phone liquid crystal display screen cutting device. The mobile phone liquid crystal display screen cutting device comprises a bottom plate, a bearing frame and a cutting device. The bearing frame is installed in the middle of the upper end of the bottom plate. The cutting device is arranged above the bearing frame and installed on the bottom plate. The mobile phone liquid crystal display screen cutting device can solve the problems that: in the prior art, when a liquid crystal display screen is cut, the pressure adjusting effect between a cutting knife wheel and the liquid crystal display screen is poor, adjustment is inconvenient, the phenomenon that the liquid crystal display screen is broken easily due to the fact that the pressure is too large during cutting is caused, and waste of the liquid crystal display screen is caused easily; and in addition, when the equipment in the prior art cuts the liquid crystal display screen, glass fragments adheringto the surface of the cutting knife wheel cannot be cleaned usually, the phenomenon that the glass fragments are broken easily in the cutting process is caused, the regularity of notches is affected,and subsequent use of the liquid crystal display screen is affected.

The invention discloses a hydraulic anchor head of a multi-point displacement meter, which includes a fixing assembly, a protective tube is sheathed on the outer side of a measuring rod, the end of the protective tube is in clearance fit with a fixed casing, and an anchor head is arranged in the middle of the other end of the fixed casing. , the inside of the fixed housing is provided with a pressure chamber, the pressure chamber is connected with one end of the inner pipe, the other end of the inner pipe is connected with the anti-backflow assembly arranged inside the fixed casing, and the anti-backflow assembly is connected with the output pipe arranged on the fixed casing The oil quick-connect assembly is connected, the oil delivery quick-connect assembly is connected with the oil delivery pipe, and the fixed housing is provided with at least two opposite fixed assemblies, one end of each fixed assembly communicates with the pressure chamber, and the other end of the fixed assembly extends to the fixed housing Each displacement sensor of this multi-point displacement meter is provided with a hydraulic anchor head, and each hydraulic anchor head is provided with a fixed component, so that the displacement sensor can accurately measure the amount of change and obtain accurate result.

The invention discloses an anti-slip cable saddle structure with a corrugated longitudinal partition, which comprises a saddle, at least one corrugated longitudinal septum parallel to the groove wall is arranged at the bottom of the saddle groove of the saddle, the inner surface of the groove wall is corrugated; the inner surface of the groove wall , Corrugated mediastinal plates are combined to form a wave-shaped groove of equal width. A single strand can be placed in the groove, and the strands can be distributed along the waveform, thereby creating a horizontal wrap angle of the strands, increasing the strength of the strands and the saddle groove wall, and the waveform. The friction force between the mediastinal plates can even ensure that the main cable will not slide in the saddle groove when the cable strands have no vertical wrap angle. Therefore, the anti-skid cable saddle structure of the present invention provides an effective solution, which can greatly improve the anti-skid ability of the cable saddle, thereby expanding the application range of the suspension bridge.

The invention relates to an umbrella-shaped step type multipoint displacement meter anchor head for soft soil compound stratums. The anchor head comprises a main anchoring head, an upper connecting sleeve, a lower connecting sleeve, an umbrella-shaped anchoring system, a special-shaped multilayer combined spring system, a main indium steel wire and a drill hole, wherein in the drill hole, the upper end of the main anchoring head is connected with the upper connecting sleeve through a first fastening lock clamp, the lower end of the main anchoring head is connected with the lower connecting sleeve through a second fastening lock clamp, and the main indium steel wire is connected with the umbrella-shaped anchoring system through the special-shaped multilayer combined spring system. According to the multipoint displacement meter anchor head, movable anchoring arm step telescopic anchor claws are respectively and synchronously driven by the special-shaped multilayer combined spring system, and the instantaneously released elastic energy is utilized, so that the movable anchoring arm step telescopic anchor claws are drilled into the soil body stage by stage for completing the anchoring. The umbrella-shaped step type multipoint displacement meter anchor head has the advantages that the anchoring effect is good, the anti-slip capability is high, the soil layer adaptability is wide, the cost is low, the measurement result is stable and reliable, and the like.