46results about How to "Improve reinforcement quality" patented technology

The invention relates to a composite power reinforcing method for combining a soft foundation light well point pipe with a plastic drainage plate. The method comprises the following process steps of: excavating a drainage ditch; distributing light well plastic drainage well points and carrying out vacuum pumping; striking a light well point pipe, a plastic drainage plate and a peripheral seal pipe and distributing the light well plastic drainage well points on a soft foundation needing treatment, wherein the plastic drainage plate has a mechanical inserting method and a water-washing hole formation inserting method, in the mechanical inserting method, the plastic drainage plate with needed depth is inserted by adopting a plate inserting machine, after an inserting pipe of the plate inserting machine is drawn, the light well point pipe is immediately inserted into a jack of the plastic drainage plate, and the terminal of the plastic drainage plate is pressed into the ground surface below 0.5m, a sand filter material is placed into the jack to fill with the distance of 0.45-0.55m from an opening of the jack, and then the opening of the jack is tightly sealed by clay; mounting water dropping equipment; pumping vacuum for dewatering; finishing dewatering; and solidifying by power. The method can reduce the water content of a soil body of a sludge interlayer.

The invention relates to a prestress carbon fiber sheet reinforcing ground tackle and a construction technology for reinforcing concrete structure thereof, belonging to the field of reinforcing bridges and industrial architectures. The two ends of a steel plate (1) with a groove are respectively and vertically welded with one side of a first steel plate (2) with a hole and one side of a second steel plate (3) with a hole, a steel plate (4) is parallel to and arranged in the steel plate (1) with the groove, and the steel plate (4) is welded with the other side of the first steel plate (2) with the hole and the other side of the second steel plate (3) with the hole, the steel plate (1) with the groove, the first steel plate (2) with the hole, the second steel plate (3) with the hole and the steel plate (4) form the sides of a cuboid, and an additional layering (5) of a stretching end ground tackle is parallel to the steel plate (1) with the groove, and is placed in the sides of the cuboid to form the stretching end ground tackle (7). The ground tackle can ensure the stretching stress of the carbon fiber sheet reaches over 65% of the limiting stress thereof, the additional layering (5) of the stretching end can ensure the ground tackle to traverse and not to tilt. The reinforcing method of the invention does not need large mechanical equipment, and can improve the stretching efficiency of the carbon fiber sheet.

The invention relates to a method for reinforcing an epoxy coating used on the building surfaces, and aims to provide a reinforcing method which has a good reinforcement effect, high reinforcement quality, and is simple and convenient to construct and is low in cost. The technical scheme is that the method comprises the following steps of: 1) coating preparation: blending an epoxy structural adhesive, quartz sand and carbon fiber evenly, wherein the ratio of epoxy structural adhesive, quartz sand to carbon fiber is 5: (1.5-2.5): (2-4); and 2) painting: painting the prepared epoxy painting on the building surface needing to be reinforced in several times, wherein the thickness of painting at each time is 0.3-0.5mm, painting the second layer of coating after drying, and successively accumulating until the total painting thickness is more than 2mm, wherein the carbon fiber is a short carbon fiber, and the length is 3-20mm, and the grain size of quartz sand is 2-10mm.

The invention relates to a composite light well point deep layer rapid discharging power concretion method in a sandbag well point, which comprises the following steps: a sandbag well point is arranged; a light well point pipe is inserted to the sandbag well point; a first precipitation construction in the light well point is carried out; the light well point pipe is drawn out; a first dynamic tamping construction is carried out; after the tamping, a tamping pit is shoved flatly; a second insertion of the light well point pipe is carried out in the original sandbag well point position; a second precipitation construction in the light well point is carried out; the light well point pipe in the sandbag well point is drawn out; a second dynamic tamping construction is carried out; after the tamping, the tamping pit is shoved flatly; a third insertion of the light well point pipe is carried out in the original sandbag well point position; a third precipitation construction in the light well point is carried out; the light well point pipe in the sandbag well point is drawn out; a third dynamic tamping construction is carried out; through a plurality of turns of precipitation constructions in the light well point and dynamic tamping constructions, the last full tamping is carried out. The method can improve the quality of reinforcing the deep layer of the soft foundation which needs to be treated.

The invention relates to a screen capture prevention method and device, computer equipment and a storage medium. The method comprises the steps that whether a target method of a target interface is called or not is monitored, and if the target method is monitored, acquiring original window attribute data in the target method; and modifying the original window attribute data according to the targetdata to obtain target window attribute data. As the target data are used for setting the target interface as the interface forbidding screen capture, the target interface is displayed according to the target window attribute data, the screen capture prevention effects of all window objects are reinforced, the reinforcing quality is improved, screen capture of malicious programs is prevented, screen capture of the malicious programs is comprehensively prevented, and the user experience is improved. Furthermore information leakage is prevented.

The invention belongs to the technical field of project construction, and discloses a foundation reinforcement treatment method. The foundation reinforcement treatment method comprises the following steps of surveying a peripheral area of a foundation, and determining whether the foundation reinforcement property is ground reinforcement or underground reinforcement; determining a foundation weak area, and removing the foundation weak area; performing prepressing treatment on the geotechnical engineering foundation by a vacuum prepressing construction method; tamping the foundation by using a rammer, and compressing soil layer pores of the foundation in a rock-soil area; determining a reinforcement method; and performing hole drilling by a pile machine, inserting a grouting pipe with a nozzle into a preset position of a soil layer, and performing foundation reinforcement by a high-pressure jet grouting method. The foundation reinforcement treatment method provided by the invention has the advantages that the vacuum prepressing treatment method is reasonably used; pore water in the rock-soil body of the foundation is enabled to be rapidly discharged; the solidification time of the soil body is obviously shortened; the foundation reinforcement quality is enhanced; through the high-pressure jet grouting treatment, the bearing capacity of the geotechnical engineering foundation is enabled to be obviously improved; and the foundation reinforcing effect is better.

The invention belongs to the technical field of tunnel strengthening and particularly relates to a shield tunnel portal strengthening structure. The shield tunnel portal strengthening structure comprises a strengthening structure body. Multiple sets of strengthening plates are arranged on the inner side of the strengthening structure body. Connecting pillars are arranged on the outer side of the strengthening structure body. The strengthening plates are matched with the connecting pillars. The strengthening structure body is provided with a base, and the base is fixedly connected with a hydraulic cylinder. The hydraulic cylinder communicates with a supporting seat. One end of the supporting seat is fixedly connected with the base, and multiple sets of telescopic rods are detachably connected to the other end of the supporting seat. By means of the shield tunnel portal strengthening structure, the limit bearing capability and rigidity of a shield tunnel portal are effectively improved,workers can achieve fast strengthening of a tunnel under rigorous conditions such as narrow space and short allowed strengthening time, the strengthening efficiency of the tunnel portal is improved, the construction period of tunnel portal strengthening work is shortened, the project cost of tunnel strengthening is reduced, and the shield tunnel portal strengthening structure is popularized in a proper range.

The invention discloses a structure with prestress assembly type concrete frame-energy consumption support reinforcement arranged outside an existing structure. The structure comprises an externally added frame-energy consumption support structure fixed to an original structure to be reinforced. The external added frame-energy consumption support structure comprises precast beams, precast columns,and precast supports; the precast supports are prefabricated in a manner that concrete is poured to a built-in low-yield-point energy consumption steel plate, reserved connecting parts for connectingare formed in the precast beams, the precast columns and the precast supports, the precast beams and the precast columns are fixedly connected, concrete is post casted on the connecting joints, penetrating prestress ribs are arranged in the precast columns which are fixedly connected in sequence, and two ends of the prestress ribs are anchored. The externally added frame is composed of multiple externally added frame units, and the precast supports are arranged in the externally added frame units. Under the condition of not affecting use of the original structure to be reinforced, the construction efficiency and the reinforcing quality are greatly improved.

The invention discloses a reinforcing device and method for bending a main material of a tower leg of a power transmission angle steel tower. The device comprises the power transmission tower main material and reinforcing angle steel, and the power transmission tower main material is provided with a bent part. The device also comprises transition angle steel and a filling plate, the filling plateis arranged on the inner side of the bent part, the outer side of the filling plate is aligned with the end of the power transmission tower main material, one side of the filling plate is attached tothe inner wall of the bent part and is fixedly welded, and the other side of the filling plate is a straight edge and is aligned with the inner wall of the power transmission tower main material; thereinforcing angle steel is arranged on the inner side of the power transmission tower main material, the reinforcing steel angle and the power transmission tower main material form a rectangular rotating structure, and the reinforcing angle steel is in butt joint with the straight edge of the filling plate; the reinforcing angle steel is fixedly welded to the inner wall of the power transmission tower main material and the filling plate, the transition angle steel is attached to the inner wall of the power transmission tower main material, the two sides of the transition angle steel are fixedly welded to the power transmission tower main material, and the lower end of the transition angle steel is fixedly welded to the reinforcing angle steel.

The invention discloses a steel-plastic geo-grid network connecting device. The steel-plastic geo-grid network connecting device consists of a shell body, bolts, clamping sheet rooms, insertion holes,clamping sheet slots, a communication slot, slide slots, clamping sheets, engaged teeth, pull plates, slide slots and geo-grid joints. According to the steel-plastic geo-grid network connecting device disclosed by the invention, the clamping sheets and the clamping sheet slots are arranged inside the connecting device, so that lap joint between adjacent two steel-plastic geo-grid networks is changed into connection between grid belts, integrity and continuity of the lap joint part of the geo-grid are greatly improved, and a phenomenon that the grid belts are damaged by pulling as a result ofrelatively great concentrated stress is avoided, and therefore, reinforcing quality of a soil layer and engineering safety are improved.

The invention relates to a disturbance compaction method for high-sensitivity natural sedimentary soft clay foundations and belongs to the technical field of building foundation treatment. According to the method, rapid disturbance and vacuum pre-compaction are combined to perform compaction treatment on high-sensitivity natural sedimentary soft clay foundations. The method comprises the steps of foundation soil rapid disturbance, drainage board insertion, pipe connection, covering and sealing and vacuum negative-pressure drainage. Firstly, an original structure of the soil mass is destroyed in advance through rapid disturbance, and secondly, negative pressure is created in soil layers to be treated through drainage boards to achieve drainage consolidation. The method is capable of improving construction efficiency and consolidation of high-sensitivity natural sedimentary soft clay foundations, simple and reliable and economic and practical.

The invention relates to a reinforcement structure for solving a cracked steel bridge deck by using lightweight aggregate concrete. According to key points of the technical scheme, the reinforcement structure comprises the fatigued cracked steel bridge deck, shear connecting pieces, fiber reinforced composite layers, reinforcing meshes and a lightweight aggregate concrete layer. The fatigued cracked steel bridge deck is provided with the shear connecting pieces, and the reinforcing meshes are placed on the fatigued cracked steel bridge deck. The fiber reinforced composite layers are laid on the crack parts of the fatigued cracked steel bridge deck, and the lightweight aggregate concrete layer is poured on the fatigued cracked steel bridge deck and covers the shear connecting pieces, the fiber reinforced composite layers and the reinforcing meshes to be connected with the fatigued cracked steel bridge deck. The shear connecting pieces are connected to the fiber reinforced composite layers, and the shear connecting pieces are arranged in the transverse bridge direction of the fatigued cracked steel bridge deck by fiber reinforced composites. The shear connecting pieces are arranged on the fatigued cracked steel bridge deck, and the fiber reinforced composite layers connected with the shear connecting pieces are laid between the shear connecting pieces connected with the steel bridge deck, wherein the spacing of the adjacent shear connecting pieces is 100-300 mm.

The invention provides a single column pier bridge anti-overturning inclined strut reinforcing device. The single column pier bridge anti-overturing inclined strut reinforcing device comprises a positioning block, a driving structure which comprises a fourth rotating shaft, a sleeve, a sliding rod, a fifth rotating shaft and a driving rod, wherein the sliding rod is rotationally connected with thepositioning block through the fifth rotating shaft, the sliding rod is slidably connected with the sleeve, the driving rod is connected to the sleeve and the sliding rod in a penetrating mode, the driving rod is rotatably connected with the sleeve, the driving rod is in threaded connection with the sliding rod, and the fourth rotating shaft is arranged at the end, away from the sliding rod, of the sleeve; a supporting structure which comprises a first supporting rod, a second supporting rod, a second rotating shaft and a third rotating shaft; a limiting structure which comprises a limiting sleeve and a first rotating shaft; and a fixing structure. The single column pier bridge anti-overturing inclined strut reinforcing device has the advantages of being flexible in operation, high in construction efficiency and good in reinforcing effect.

The invention discloses a special flat pressing mobile powder scattering and grinding device for a powder drying box. The device comprises a grinding device body; a flat pressing fixed frame is arranged at the lower end of the grinding device body; a spiral stirring head is mounted in the flat pressing fixed frame; grinding ball rolling frames are respectively arranged at two ends of the flat pressing fixed frame; grinding balls are arranged in the grinding ball rolling frames; and the upper end of the flat pressing fixed frame is connected with an advancing robot device. Through the mode, the device can be mounted in the powder drying box for grinding, stirring and scattering powder, so that the powder is scattered to improve the drying efficiency, and the powder can be grinded during drying.

The invention discloses a mounting and reinforcing structure of a plug formwork of a steel formwork trolley of a power generating tunnel. A plurality of sections of U-steel are arranged on the outer side of the plug formwork along the radian of the steel formwork trolley in the circular direction, and each section of U-steel is fixed to a steel formwork trolley panel through a steel bar; long wooden wedges are arranged between the U-steel and the plug formwork, and each steel bar at least comprises a first steel bar and a second steel bar; the first steel bars encircle the U-steel from one side, and the first steel bars and the steel formwork trolley panel are welded; and the second steel bars penetrate through the steel formwork trolley panel to be welded to the back faces of the U-steel.According to the mounting and reinforcing structure of the plug formwork of the steel formwork trolley of the power generating tunnel, formwork erecting of a plug of the secondary lining steel formwork trolley is fast, simple and stable, operation for operators is facilitated, the construction progress is accelerated, operation personnel is reduced, the risk is reduced, the construction time is shortened, and the mounting and reinforcing quality is obviously improved.

The invention discloses a constructional column slant split bolt and a construction method of a fixed formwork by using the bolt. The slant split bolt comprises an A type split bolt and a B type splitbolt, the A type split bolt comprises a screw rod I, a screw cap I and two right-angle fixed parts I on the two ends of the screw rod I, and the B type A type split bolt comprises a screw rod II, a screw cap II and a right-angle fixed part II and a right-angle fixed part III on the two ends of the screw rod II. The construction method comprises the steps that after walls on the two sides of a constructional column are built, double faced adhesive tape is pasted along concave and convex joint openings of combed joints, a typified form is mounted, in the height direction, each layer of concavejoint is subjected to uniform and opposite-angle punching, pvc casing pipes are inserted, the screw rod or screw rod II of the slant split bolt is inserted, after finishing, the right-angle fixing parts I or the right-angle fixing parts II III are mounted on two ends or one end of the screw rod, and the screw cap I or the screw cap II is twisted. The split bolt has universality, the material circulation is high, the construction is rapid, convenient and efficient, and reinforcing is scientific and reasonable.

The invention relates to a disturbance compaction method for high-sensitivity natural sedimentary soft clay foundations and belongs to the technical field of building foundation treatment. According to the method, rapid disturbance and vacuum pre-compaction are combined to perform compaction treatment on high-sensitivity natural sedimentary soft clay foundations. The method comprises the steps of foundation soil rapid disturbance, drainage board insertion, pipe connection, covering and sealing and vacuum negative-pressure drainage. Firstly, an original structure of the soil mass is destroyed in advance through rapid disturbance, and secondly, negative pressure is created in soil layers to be treated through drainage boards to achieve drainage consolidation. The method is capable of improving construction efficiency and consolidation of high-sensitivity natural sedimentary soft clay foundations, simple and reliable and economic and practical.

The invention provides a sliding formwork supporting device for brick wall reinforcement and a construction method. A supporting steel frame is connected with a floor on one side of a brick wall; a sliding rail is arranged on the side, close to the brick wall, of the supporting steel frame; the sliding rail is parallel to the brick wall; a formwork is arranged at the to-be-reinforced position on one side of the brick wall; one end of a supporting steel rod is connected with a pulley; the pulley is arranged on the sliding rail; the other end of the supporting steel rod is connected to the formwork; the formwork slides up and down along the sliding rail by utilizing the characteristics of the sliding formwork supporting device; the ground clearance of the formwork is controlled; and then the brick wall is subjected to layered formwork supporting reinforcement. The brick wall reinforcement requirement can be met; construction is convenient and fast; the brick wall is not damaged, and the historical building protection requirement is met; steel pipes, square timbers, fasteners and other reinforcement materials are not needed, the formwork supporting cost is low, and economic benefits are high; and the construction site environment limitation is small. Compared with a traditional formwork supporting mode, the sliding formwork supporting device is easy and convenient to use, the brick wall is not damaged, and the reinforcement efficiency and the reinforcement quality are improved.

The invention discloses a nickel-titanium-niobium memory alloy fiber line externally-attached prefabricated prestressed plate and a construction method, the nickel-titanium-niobium memory alloy fiber line externally-attached prefabricated prestressed plate comprises a plate body and nickel-titanium-niobium memory alloy fiber lines, the plate body is formed by a high-strength grouting material, and the nickel-titanium-niobium memory alloy fiber lines are arranged in the plate body in a roundabout shape; the nickel-titanium-niobium memory alloy fiber wire comprises a plurality of linear prestress applying sections, every two adjacent prestress applying sections are connected through an arc-shaped anchoring section, and a pre-buried steel sleeve is arranged on the inner side of each anchoring section. Reset ranges of different requirements of the nickel-titanium-niobium memory alloy fiber line prefabricated prestressed plate are designed, the plate can achieve the reset function within the load ranges of different stages, the crack is restored to be within 0.20 mm in the normal use state specified by the specification. The problems that road and bridge structural bodies are difficult to repair and maintain and a huge amount of manpower and material resources need to be consumed are solved; the prestress direction of the plate can be changed according to the direction of the nickel-titanium-niobium memory alloy fiber lines.

The invention discloses a pull tab and a template system. The invention provides a pull piece. The pull piece comprises an embedded part, two connecting parts and a limiting part. The two connecting parts are parallel to each other and are connected to the two ends of the pre-buried part respectively, and an included angle is formed between each connecting part and the pre-buried part. The limiting part is arranged at the end of the embedded part, and a limiting face is arranged at the end, close to the connecting part, of the limiting part and is perpendicular to the connecting part. The invention further provides a template system. The template system comprises an internal corner template, a plane template and the pulling piece. The plane template and the internal corner template are oppositely arranged, the pulling pieces are connected to the side walls of the plane template and the internal corner template respectively, and the limiting face makes contact with the plate face of the internal corner template and the plate face of the plane template so as to limit the distance between the internal corner template and the plane template. According to the formwork system, the positions, not facing each other, of the internal corner formwork and the plane formwork forming the external corner can still be connected and reinforced through the pulling piece, then the distance between the internal corner formwork and the plane formwork is limited through the limiting face of the limiting part, the problems of inclination or lateral displacement and the like are avoided, and then the purpose of improving the formwork reinforcing efficiency and quality is achieved.

The invention discloses a convenient-to-mount agricultural and forestry wood reinforcing device which comprises a first arc-shaped plate and a second arc-shaped plate. The top and the bottom of the first arc-shaped plate are fixedly connected with a first connection handle, the top and the bottom of the second arc-shaped plate are fixedly connected with a second connection handle, and each of onesides, away from each other, of the first connection handle and the second connection handle is provided with an external thread. The invention relates to the technical field of agricultural and forestry wood reinforcing devices. The top and the bottom of the first arc-shaped plate are fixedly connected with a first connection handle, the top and the bottom of the second arc-shaped plate are fixedly connected with a second connection handle, each of one sides, away from each other, of the first connection handle and the second connection handle is provided with an external thread, and the bottom of the surface of each of the first connection handle and the second connection handle is in threaded connection with a threaded sleeve, so that convenience and quickness in reinforcing and mounting wood are realized, no impact is caused on tree growth, and reinforcing efficiency and quality are improved.

The invention discloses a right angle reinforcing mode for high strength wire cloth. The mode comprises the following steps: treating a concrete basal plane; bending the high strength wire cloth; mixing polymer mortar; smearing a first layer of mortar; paving the high strength wire cloth; smearing a second layer of mortar; treating the surface of the mortar; and curing the mortar. The right anglereinforcing mode for high strength wire cloth avoids phenomena of upwraps and bumps of the high strength wire cloth of the reinforced right angle of a building, so that the reinforcing quality is improved.