175results about How to "Small loss of prestress" patented technology

The invention discloses an intelligent FRP (Fiber Reinforce Plastic)-concrete composite structure and a manufacturing method of the intelligent FRP-concrete composite structure. The intelligent composite structure comprises an intelligent FRP layer, a reinforced concrete core and an anchoring device, wherein the intelligent FRP layer is formed by carbon fibers or carbon fiber mixed with other fibers and impregnated by resin, and in the composite structure, the intelligent FRP layer both serves as structural material and plays a sensing function. The intelligent FRP layer is wrapped on the stressed side of the reinforced concrete core, certain prestress is applied on the intelligent FRP layer to better play the high strength property of the FRP, and the intelligent FRP layer is connected with the reinforced concrete core through resin adhesion and mechanical connection of anchorage device. The intelligent FRP-concrete composite structure not only has high carrying capacity, self sensing function, excellent corrosion resistance and high durability, but also has strong designability of performance and structure.

A prestress stretch and anchor method for high intensity compound material belongs to the construction of compound material reinforcement or civil engineering structure strengthening especially relates to the technical field of high intensity compound material prestress stretch and anchor to be the simple technology, convenient operation, high reliability, good engineering result, strong adaptability to the engineering structure with light weight, small size, rigid, strong carriage, strong ability of crossover, and widely used in bridge, large crossover industrial workhouses, sheds, docks, underground railways and part mechanical industries such as large scale hoist and transport equipments, ships and lorries.

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.

The invention discloses a double-anchoring-section prestress anchor cable structure and a constructing method thereof. The double-anchoring-section prestress anchor cable structure comprises an inner anchoring section, a free section, an outer anchoring section and an anchor head part, wherein a steel strand penetrates through the inner anchoring section, the free section, the outer anchoring section and the anchor head part. The portion, located on the inner anchoring section, of the steel strand is attached to one section of the bottom of a drilled hole through a grouting body. The free section is arranged at the upper portion of the inner anchoring section. The anchor head part is arranged outside a drilled hole opening and fixed to the top end of the steel strand. The outer anchoring section is arranged between the upper end of the free section and the drilled hole opening. Grouting is conducted through three steps, the first step of grouting is ended in the middle of the free section B, the inner anchoring section is formed through fracturing grouting in the second step of grouting, and the third step of grouting is conducted on the outer anchoring section C after a grout body of the inner anchoring section reaches the age and the steel strand is stretched. Except that the portion, located on the free section, of the steel stand is free, the portions, located on the inner anchoring section and the outer anchoring section, of the steel strand are both attached to the grout body to form a double-anchoring-section anchor cable with the inner anchoring section and the outer anchoring section. The double-anchoring-section prestress anchor cable structure has the advantages of being advanced in technology, economical, reasonable, rapid in construction and the like, and is a novel slope strengthening technology with prospects.

The invention discloses a bamboo bridge deck, which comprises prestressed ribs and a plurality of superposed bridge deck sheets, wherein the prestressed ribs penetrate through the bridge deck sheets; two ends of the prestressed ribs penetrate through shim plates and are fixed and tightened by using anchorage devices to constrain the bridge deck sheets; and each bridge deck sheet is formed by sequentially joggling a plurality of single bridge decks made of bamboo veneers end to end, and the joggled parts of the two adjacent bridge deck sheets are staggered. The required width of the bridge deck is achieved in the transverse direction by the method for sequentially joggling the single bridge decks end to end in the cross section width of a bridge. The basic single decks of the bamboo bridge deck can be conveniently prefabricated in a factory and assembled on site to form the bamboo bridge deck; the construction process is simple and fast, and the construction materials are environment-friendly and are easily reclaimed; and the bamboo bridge deck is suitable for a combined structural bridge, and is a bridge deck capable of meeting the using functions and the durability.

The invention relates to a twice spreading prestressing force anchor tool that can make the middle or short prestressing force tendon take twice spreading. The invention is made up of sole plate, bearing nut, anchor circle and clamping piece. That can anchor fix 1-20 prestressing steel strand and high intension steel bundle. It can be widely used for anchor fixing the prestressing force tendon of road and bridge, railway girder, and so on.

The invention discloses a tensioning and anchoring device for prestressed fiber cloth reinforced beams and a construction method of the device. The device comprises fixed supports, a fixed end anchorage device, a tensioning end anchorage device, clamping pieces, short anchoring screws, long anchoring screws, chemical bolts, fiber cloth, a prestress application frame and a jack, wherein the fixed supports, the fixed end anchorage device and the tensioning end anchorage device are cuboid; the fixed supports are fixed with a to-be-reinforced beam through the chemical bolts; the fixed end anchorage device and the tensioning end anchorage device are connected with the fixed supports through the short anchoring screws and the long anchoring screws respectively; a rectangular through seam allowing the fiber cloth to pass is formed in the fixed end anchorage device; wedge-shaped holes allowing insertion of the clamping pieces are formed in the tensioning end anchorage device, and the clampingpieces are wedged into the wedge-shaped holes, so that clamping of the fiber cloth is realized. The construction method comprises steps as follows: firstly, the anchorage devices are mounted, then thefixed supports are assembled and the anchorage devices are fixed, finally, the prestress application frame and the jack are mounted, and tensioning and anchoring are implemented. The device is reasonable and simple in structure and convenient to operate and can be reused, and the applied prestress is large.

The invention relates to a cable support node connecting device. The device comprises a cable body and a connecting device, wherein the connecting device comprises a node main plate, node upper plates, a vertical connecting plate, a node lower cover plate, clamping plates and a lug plate; the node upper plates, the vertical connecting plate and the node lower cover plate are connected into a cavity through a centre shaft; a bearing is sleeved on the centre shaft; both ends of the node main plate are provided with the node upper plates; both sides of the node lower cover plate are provided with the clamping plates; the cable body passes through the internal space of the connecting device and is tangent to the bearing; the centre shaft fixes the bearing and the cable body inside the connecting device through pre-tightening force of bolts; and the clamping plates are fixedly connected with the node upper plates through the bolts and are used for clamping or fixing the cable body passing through from the middle part. The node connecting device has the characteristics of simple structure, clear force transmission, reasonable stress, strong bearing capacity and the like. The device can fully exert material strength, effectively transmit steel cable force, reduce stress amplitudes, reduce prestress loss caused by friction and improve integral bearing capacity and stability of the structure.

The invention relates to a prestressed carbon cloth reinforced tensioner which is characterized by comprising two counterforce racks (1), wherein the two counterforce racks (1) are fixed to both sides of a component (13) through bolts; the counterforce racks (1) are provided with a supporting device (3); one end of carbon cloth (12) is connected with an anchorage device (5) after bypassing the supporting device (3); the anchorage device (5) is connected with one end of a universal joint (6); the other end of the universal joint (6) is connected with a pull rod (10); the pull rod (10) is provided with a lifting jack (9), and a fixing nut (7) and a tension nut (11) which are respectively positioned on both sides of the lifting jack (9); and the fixing nut (7) is positioned on the outer side of a backing board between the two counterforce racks (1). The invention has the advantages of convenient assembly and disassembly, favorable adaptability, simple operation, accurate tensioning control and little prestressing loss, is especially suitable for engineering constructions and can enhance the engineering efficiency.

The invention relates to a method for reinforcing a bonded prestressing force of a transversely tensioning epoxy coating reinforcing steel bar of a concrete beam slab, which relates to the reinforcement of reinforced concrete and prestressed concrete bridges and is suitable for the reinforcement of house buildings and other building structures. In a prestressing force reinforcing technique of the invention, a novel transversely tensioning corrosion-resistant epoxy coating reinforcing steel bar is used for substituting for a longitudinally tensioning high-strength steel strand or common hot-rolled reinforcing steel bar and a transversely clamping device is used for substituting transverse tensioning for longitudinal tensioning, so that low-cost composite mortar or concrete can be used for substituting for high-cost high-performance tensile composite mortar or polymer mortar to perform a structure treatment and construction process, and the problems of low utilization efficiency of materials, high reinforcing cost and inconvenient reinforcing construction are solved.

The invention discloses a corrugated steel web pre-flex assembled groove shape beam and a manufacturing method thereof. The assembled groove shape beam comprises a corrugated steel webs (1) located at two sides of the assembled groove shape beam, primary concrete bad plate (5) cast at the periphery of a lower flange steel plate (3), and a secondary concrete cast at the periphery of an upper flange steel plate (2) or connected with the upper flange steel plate (2) by a shear connecting piece (4), the upper parts of the corrugated steel webs (1) are connected with the upper flange steel plate (2), the lower parts of the corrugated steel webs (1) are connected with the lower flange steel plate (3), and the formed cross section is a groove shape structural beam. The assembled groove shape beam solves the problems of the complex stress condition of plate-beam joint position of common prestress concrete groove shape beam, the easy cracking of concrete, the complex structure of reinforcing bars of the plate-beam joint position and high construction difficulty, high requirements for construction technology and condition, the large occupied area of on-site casting construction, the long construction period, etc.

The invention belongs to a method for reinforcing a bridge by external transverse prestressing tendons. The method is characterized in that finish-rolled deformed steel bars are used as the transverse prestressing tendons, the tensioning ends and the fixing ends of the transverse prestressing tendons are cone anchors. The finish-rolled deformed steel bars are used as the transverse prestressing tendons, so that influences of vehicle load and bridge vibration on anchoring effect are reduced; the tensioning ends and the fixing ends are the cone anchors, so that loss of prestress is reduced effectively; loss of prestress of the finish-rolled deformed steel bars in an operation period is low; and meanwhile, the finish-rolled deformed steel bars can be tensioned quite conveniently, are simple in structure and high in practicality, and has high popularization and application value.

The present invention discloses a monolithic prefabricated construction method of pretensioned beam, the main working procedures of which comprise: construction preparation, bottom die adjustment, guide device and lateral die installation, hoisting bottom web reinforcement, end die and steel beam installation, threading steel strand and PVC pipe, hoisting internal die and deck reinforcement, firstly pulling of steel strand, finally pulling of broken line reinforcement, finally pulling of straight line reinforcement, grider concrete packing, grider concrete maintenance, loosening internal and lateral dies, broke line extension, cutting guide device, straight line reinforcement extension, hoisting steel beam, end and internal dies removal, hoisting grider, cutting wire and sealing anchor, etc. The construction method adopts straight line and broken line reinforcements, which is able to meet the demand of prefabricated construction of bridge with 32m / 900t big span and large tonnage; at the same time, the construction method selects tension and extension technique of 52000kN large tonnage tensioning force, which ensures that the grider has balanced stress, and improves the tension and extension efficiency and security, etc.

The invention relates to the field of engineering building materials, belongs to the category of new materials, and in particular relates to a glass fiber reinforced plastic (FRP) engineering anchor rod and a manufacturing method thereof. The invention is characterized in that: raw materials mainly comprise glass fibers, resins and additives, wherein the glass fibers account for 70 to 85 weight percent of the raw materials. The invention has the advantages that: the FRP material has the advantages of light weight, high strength, corrosion resistance, capacity of being easily cut, insulativity (not conducting electricity or magnetism), flame retardancy, low-temperature resistance, fatigue resistance and the like; the anchor rod can locally replace steel bars according to the characteristics of the FRP material so as to fulfill the aim of saving steel and labor cost, the labor efficiency can be greatly improved, and the cost is saved; the anchor rod can be applied to environments with serious corrosion of corrosive media for a long time, can maintain the strength and service life, and meet the requirement of structure durability; the anchor rod can be applied to structure with special requirements; and prestress loss due to concrete creep and shrinkage can be reduced, and the prestress loss due to prestressed reinforcing steel loosening can be reduced.

The invention discloses an assembling prestress orthogonal laminated wood shear wall. The assembling prestress orthogonal laminated wood shear wall comprises bond-free prestress bars, bearing beams, CLT wall plates, slab supporting frames and limiting steel components. The two limiting steel components are connected with a base. The CLT wall plates on the lower layer tightly abut against the basethrough the bond-free prestress bars. The bearing beams on the lower layer are connected with the CLT wall plates on the lower layer. The slab supporting frames on the lower layer are connected with the CLT wall plates on the lower layer and then put on the top of the bearing beams on the lower layer. The CLT wall plates on the upper layer are connected with the two slab supporting frames on the lower layer. The bearing beams on the upper layer are connected with the CLT wall plates on the upper layer. The two bond-free prestress bars penetrate through the CLT wall plates on the upper layer and the lower layer. The CLT shear wall has high initial rigidity, high ultimate bearing capacity and a certain self-recovery characteristic under lateral loads after the bond-free prestress bars are applied, and the common damage mode of weak joints and strong components of a common CLT shear wall is avoided. The assembling prestress orthogonal laminated wood shear wall is high in assembling degree, and prestress loss caused when CLT slabs have big creep deformation under the band stress action can be reduced obviously due to the arrangement of the slab supporting frames on the lower layer.

The invention relates to a pressure-type carbon fiber prestressing force anchor cable land-sliding control structure, comprising an anchor cable which is composed of carbon fiber bundles with more than 3500Mpa of tensile strength, and a polrvinyl chloride sleeve is wrapped at the outer side of the carbon fiber bundles, cement mortar is poured at the outer side of the polrvinyl chloride sleeve, an anchor cable bore is arranged at the outer side of the cement mortar, and a bearing steel plate is arranged at the end part of the carbon fiber bundles. The structure has the characteristics of light weight, high tensile strength, corrosion resistance and long service life.

The invention discloses a construction method of a special structural layer for tapered bottom wheat steeping, comprising the following steps of: erecting a bracket according to the sequence of a special-shaped beam, a cross-shaped beam, a circular beam and a round hole; laying a special-shaped beam bottom form and a cross-shaped beam bottom form on the beam bottom bracket; banding a beam reinforcement cage above the special-shaped beam bottom form; placing the banded beam reinforcement cage on the special-shaped beam bottom form; banding a beam reinforcement cage above the cross-shaped beam bottom form; banding cantilever bracket tendons on the special-shaped beam and the cross-shaped beam, and passing reinforcing steel bars through the circular beam; preparing a triangular hollow cabinet from battens and bamboo veneers and fixing on the beam bottom protruding from the circular beam; laying a planking bottom form on the side from of each beam, and reserving post-casting zones at the corresponding position of the beam affecting on the stretching of the bonded prestressed tendons; pouring concrete; and stretching the special-shaped beam prestressed tendons in this layer. The inventive method has the advantages of no need of rework, convenient scaffold erection, accurate template erection positions, and safe structure.