35results about How to "Enhanced hoop effect" patented technology

The invention aims at providing a fiber reinforce plastic (FRP) reinforced concrete-filled steel tube combination column which comprises a steel tube, a hoop rib, an FRP reinforced rib and a longitudinal reinforcement, wherein the hoop rib and the FRP reinforced rib are arranged in the steel tube; the inner wall of the steel tube is provided with fixed angle iron; the end part of the FRP reinforced rib is fixed on the angle iron; the FRP reinforced rib is provided with a hole, and the hoop rib passes through the hole in the FRP reinforced rib; the longitudinal reinforcement is fixed on the hoop rib; the steel tube is filled with concrete. An FRP reinforced rib plate internally provided with the hoop rib and the longitudinal reinforcement is arranged in the FRP reinforced concrete-filled steel tube combination column, and the concrete can be separated again, so that the restraint effect of the concrete is improved, the bearing capacity of the concrete is improved, and the tube wall on the stressed side is effectively prevented from being bended. By adopting a structure of enabling reinforced concrete, the FRP reinforced rib and the steel tube to cooperative work, the FRP reinforced concrete-filled steel tube combination column is simple in structure and convenient to construct, and has the characteristics of being light in weight, high in carrying capacity and good in ductility and shock resistance.

The invention discloses an SCS (structure cabling system) encased structure based on PBL (planetary boundary layer) stiffening ribs. The SCS encased structure comprises an outer steel tube, an inner steel tube, a plurality of PBL stiffening ribs arranged between the outer steel tube and the inner steel tube, and a concrete structure which is poured and molded by concrete filled inside a cavity between the outer steel tube and the inner steel tube, wherein the outer steel tube, the inner steel tube and the plurality of PBL stiffening ribs are equal in longitudinal length; the plurality of PBL stiffening ribs are arranged along the peripheral direction of the inner steel tube; the inner lateral wall of each PBL stiffening rib and the inner lateral wall of the inner steel tube are fastened and connected into a whole, and the outer lateral wall and the outer lateral wall of the outer steel tube are fastened and connected into a whole. The SCS encased structure is simple in structure, reasonable in design, convenient to construct, low in construction cost, excellent in mechanical property, and good in using effect, and the problems of large dead load of the existing encased structure, poor connection performance of the outer steel tube and the internal concrete, and small hoop effect of the outer steel tube on the internal concrete can be effectively solved.

An object is to provide a pneumatic tire having an enhanced high-speed durability without deterioration in steering stability. A pneumatic tire 10 includes a belt 14 and a tread section 16 on an outside of a crown part 12C in this order, and has different negative ratios of the tread section 16 between both sides of a tire equatorial plane 10C. A belt width Ba from a belt end 14I on the higher negative ratio side to the tire equatorial plane 10C and a belt width Bb from a belt end 14E on the lower negative ratio side to the tire equatorial plane 10C satisfy a relationship of Ba>Bb. It is thereby possible to efficiently suppress a shoulder section 18 from projecting due to a centrifugal force during high-speed rolling. It is thereby possible to efficiently reduce a strain and a heat generated in a rubber member of the shoulder section 18, and efficiently enhance high-speed durability. Further, by ensuring that a grounding width on an OUT side is equivalent to that of a conventional one, it is possible to prevent deterioration in steering stability.

The invention discloses an inner truss type steel tube concrete L-shaped column and a construction method thereof. The inner truss type steel tube concrete L-shaped column comprises a wrapping steel tube, filling concrete and an inner truss; the inner truss comprises T-shaped steel, inner truss subunits and T-shaped steel web lacing bars; the inner truss subunits are formed by welding the T-shaped steel; the T-shaped steel web lacing bars are longitudinally welded in a T-shaped steel web and the inner truss subunits along the T-shaped steel in a stacked manner; the T-shaped steel and the inner truss subunits are positioned at edges and corners of a quadrangle; the cross section of the wrapping steel tube is inversely L-shaped or n-shaped; and the wrapping steel tube is fixedly welded with flange plates of the T-shaped steel. The inner truss is tensioned at a corner of a special-shaped steel tube, so that effective width of a steel plate is reduced, a fulcrum is provided for deformation of the steel plate out of a plane, anti-unsteady capability of the steel plate can be improved, a hooping effect of the column is improved, and the bearing capacity of a steel tube concrete special-shaped column is improved obviously.

The invention discloses an SCS (structure cabling system) encased structure based on longitudinal stiffening ribs. The SCS encased structure comprises an outer steel tube, an inner steel tube, a plurality of longitudinal stiffening ribs arranged at the inner lateral wall of the outer steel tube, and a concrete structure which is poured and molded by concrete filled inside a cavity between the outer steel tube and the inner steel tube, wherein the outer steel tube and the inner steel tube are coaxially arranged; the plurality of longitudinal stiffening ribs are arranged along the peripheral direction of the inner steel tube; the outer steel tube, the inner steel tube and the plurality of longitudinal stiffening ribs are equal in the longitudinal length, and the transverse width of each longitudinal stiffening rib is the distance between the outer steel tube and the inner steel tube at the arranged positions. The SCS encased structure is simple in structure, reasonable in design, convenient to construct, low in construction cost, excellent in mechanical property, and good in using effect, and the problems of large dead load of the existing encased structure, poor connection performance of the outer steel tube and the internal concrete, and small hoop effect of the outer steel tube on the internal concrete can be effectively solved.

The invention relates to a shield vertical shaft assembling type concrete-filled steel tube inner support system and a construction method thereof and belongs to the technical field of shield vertical shaft inner support. The system comprises multiple layers of concrete-filled steel tube inner support frames. Each concrete-filled steel tube inner support frame is spliced by four kinds of rectangular concrete-filled steel tube components including standard rectangular concrete-filled steel tube straight supports, rectangular concrete-filled steel tube straight corners, rectangular concrete-filled steel tube tee joints and rectangular concrete-filled steel tube short connection straight supports. Fast component connection is completed by high-strength bolts. Each component is formed by filling micro-expansion concrete into steel tubes with rectangular sections. Assembling construction of the inner support system is achieved, the problems that steel support is poor in overall stability and small in rigidity and has internal rust are solved, the problems that concrete support is complex in construction and high in manufacturing cost are solved, and the concrete-filled steel tube inner support system is good in integrity and reusable, and capable of strictly controlling structural deformation.

The invention discloses a connected node of a concrete filled steel tube combination column and reinforced concrete beams. The concrete filled steel tube combination column and the reinforced concrete beams are intersected to the connected node. Open holes are formed in steel tubes, corresponding to the intersected positions of the reinforced concrete beams, of the concrete filled steel tube combination column. The upper end and the lower end of each reinforced concrete beam and the upper end and the lower end of the concrete filled steel tube combination column are respectively provided with two open holes, namely two upper end open holes and two lower end open holes. Longitudinal ribs inside reinforced concrete beams penetrate through the open holes in the tube wall and are anchored on core concrete inside the steel tubes. The positions above the upper end open holes, the positions below the upper end open holes, the positions above the lower end open holes and the positions below the lower end open holes are respectively provided with an annular reinforcing plate. Vertical reinforcing plates are arranged on the portions, between the open holes which have the same height and small gaps, of the tube wall. The concreted node of the concrete filled steel tube combination column and the reinforced concrete beams is used under the condition that multiple beams are slantly intersected to the node in a small-angle mode, and holes are closely formed in the tube wall. When the heights of the cross sections of the multiple beams are different, the beam longitudinal ribs can also penetrate through the large open holes conveniently. According to the connected node of the concrete filled steel tube combination column and the reinforced concrete beams, stress concentration between the open holes of the tube wall can be conveniently controlled, meanwhile, the hoop effect of the tube wall with the open holes is reinforced, and the anti-seismic performance of the node can be ensured.

In a pneumatic tire for an airplane of the present invention, a reinforcing layer, which is disposed at an outer side, in the radial direction of the tire, of a belt, includes plural cords, the cords being provided such that the longitudinal direction thereof forms an angle of substantially 15° or less with respect to a tire circumferential direction. The reinforcing layer has two or more joint portions in the circumferential direction of the tire. In accordance with the present invention, a length of the cords forming the reinforcing layer in the tire circumferential direction can be made short, whereby a size (length) of tread pieces formed at a time when the tire is damaged can be made small and damage caused to an airplane can be reduced.

The invention discloses a corrugated aluminum alloy pipe and concrete combination column. The corrugated aluminum alloy pipe and concrete combination column comprises an aluminum alloy pipe and concrete stuffed in the aluminum alloy pipe, wherein the concrete can be plain concrete or high performance concrete; the aluminum alloy pipe is a corrugated aluminum alloy pipe; and a reinforcing cage canalso be arranged in the aluminum alloy pipe, the reinforcing cage is made through binding up of longitudinal reinforcing bars and hoop bars, and the shape of the section of the reinforcing cage coincides with the shape center of the section of the corrugated aluminum alloy pipe. According to the corrugated aluminum alloy pipe and concrete combination column disclosed by the invention, the aluminumalloy pipe lighter in materials is used for restraining the concrete. Compared with a traditional steel pipe and concrete structure, the corrugated aluminum alloy pipe and concrete combination columnhas the advantages that the restraining effects are similar, but the self weight of structural members is lighter; when the corrugated aluminum alloy pipe is used, the situation that the pipe wall ofthe aluminum alloy pipe is untimely bent when the corrugated aluminum alloy pipe is pressed can be avoided; and besides, the cohesive force of the aluminum alloy pipe and the concrete can be improved. The corrugated aluminum alloy pipe and concrete combination column disclosed by the invention adopts a structure measure of synergy work of the corrugated aluminum alloy pipe and common concrete orreinforcing bar concrete or high performance concrete, is simple in structure and convenient to construct, and has the advantages of being light in weight, good in synergy work of different materials,high in bearing capacity and good in shock resistance.

The invention relates to an assembled four-piece combined circular steel pipe concrete inner support structure and a manufacturing method, and belongs to the technical field of support and support in foundation pits of subway stations. The prefabricated four combined circular steel pipe concrete inner support structure includes different types of circular steel pipe concrete straight supports. Including short straight stay and standard straight stay. The straight supports are connected to each other by high-strength bolts. All components are composed of ultra-high-strength concrete filled round steel pipes, and the cross-sections of four round steel pipes are arranged in a square. The present invention satisfies the splicing needs of supports in foundation pits of different lengths by combining different forms of component lengths, and provides an assembled combined circle with high rigidity, reusability and low cost, which can be used as internal supports in the foundation pit or shaft enclosure structure system The inner support structure of concrete filled steel tube can effectively solve the problems of complex construction and high cost of concrete support. The comprehensive benefit is remarkable, and it has important engineering application value and development prospect.

The invention relates to an assembled three-piece combined circular steel pipe concrete inner support structure and a manufacturing method, which belong to the technical field of support and support in foundation pits of subway stations. The prefabricated three combined circular steel pipe concrete inner support structure includes different types of circular steel pipe concrete straight supports. Including short straight stay and standard straight stay. The straight supports are connected to each other by high-strength bolts. All components are composed of ultra-high-strength concrete filled round steel pipes, and the cross-sections of the three round steel pipes are arranged in an inverted triangle. The present invention satisfies the splicing needs of supports in foundation pits of different lengths through the combination of different forms of component lengths, and provides a high rigidity, reusable, cost-reduced assembly-type combined circle used as internal supports in the foundation pit or shaft enclosure structure system The inner support structure of concrete filled steel tube can effectively solve the problems of complex construction and high cost of concrete support. The comprehensive benefit is remarkable, and it has important engineering application value and development prospect.

The present invention discloses a double stiffened SCS square steel tube concrete structure based on stirrups and stiffening ribs, including a square steel pipe, a round steel pipe sleeved inside the square steel pipe, a plurality of PBL stiffening ribs laid between the square and round steel tube, a plurality of stirrups laid in the plurality of PBL stiffening ribs from top to bottom, and a concrete structure pouring formed by concrete filled in the cavity between the square steel tube and the round steel pipe, and the square steel pipe and the round steel pipe laid around the same axis. The layout directions of the plurality of PBL stiffening ribs are all the same with the central axis direction of the round steel pipe; the longitudinal lengths of the square steel pipe, the round steel pipe and the plurality of PBL stiffening ribs are the same; the plurality of PBL stiffening ribs are laid along the circumferential direction; and the plurality of stirrups are laid in parallel. The concrete structure of the invention has simple structure, reasonable design, easy construction and low construction cost, excellent mechanical properties and good use effect, and can solve many problems existing in current square steel concrete structures.

The invention discloses a lengthening joint containing a prefabricated concrete-filled steel tube core column component and a construction method of the lengthening joint. The lengthening joint comprises an upper-section core column, a lower-section core column, a steel reinforcement framework, a joint concrete layer and out-of-tube concrete layers. The bottom end of the upper-section core columnis connected with an upper flange plate, the top end of the lower-section core column is connected with a lower flange plate, a connecting assembly comprises a connecting plate, bonding glue layers and high-strength bolts, the connecting plate is arranged between the upper flange plate and the lower flange plate, air holes are formed in the middle of the plate face of the connecting plate at intervals, the bonding glue layers are arranged between the connecting plate and the upper flange plate and between the connecting plate and the lower flange plate, and the upper-section core column and the lower-section core column are connected through the high-strength bolts; and the steel reinforcement framework is arranged around joints of the upper-section core column and the lower-section core column, and the joint concrete layer is poured between the out-of-pipe concrete layer on the outer side of the upper-section core column and the out-of-pipe concrete layer on the outer side of the lower-section core column. The technical problems that the thickness of an existing joint cannot be adjusted, inclination deviation exists, compression deformation is large, force transmission is not reliable, construction efficiency is low, and concrete in a steel pipe is difficult to pour are solved.

The invention discloses an SCS concrete filled steel tube bridge pier with shear nails added at bottom. The SCS concrete filled steel tube bridge pier comprises an outer steel tube, an inner steel tube, a top end shear resistant structure, a bottom end shear resistant structure and a concrete structure. The inner steel tube is sleeved inside the outer steel tube, the top end shear resistant structure is distributed between the top end of the outer steel tube and the top end of the inner steel tube, the bottom end shear resistant structure is distributed between the bottom end of the outer steel tube and the bottom end of the inner steel tube, the concrete structure is molded by pouring concrete filled in a cavity between the outer steel tube and the inner tube after the top end shear resistant structure and the bottom end shear resistant structure are distributed, the inner steel tube is a round steel tube, the outer steel tube and the inner steel tube are coaxially distributed, the outer steel tube is an outer steel tube one or two, the shape of the cross section of the outer steel tube one is a circle, and the shape of the cross section of the outer steel tube two is a rectangle or regular polygon. According to the SCS concrete filled steel tube bridge pier with stiffening ribs added at the bottom, the structure is simple, the design is reasonable, the construction is convenient, the construction cost is low, the mechanical property and the usage effect are good, and problems in concrete filled steel tube bridge piers are solved.

The invention provides a method for reinforced 3D hybrid printing of a shear wall. The method comprises the following steps that a 3D printer is firstly used for printing an outer layer reinforced hoop layer and an inner layer truss structure of the shear wall at the same time; then a mechanical lifting device is used for vertically inserting longitudinal bars in the hoop layer; and finally pumping and filling of self-compacting concrete into the hoop layer are achieved. The method has the advantages of being convenient to manufacture, reliable in connection, fast in construction progress, high in automation, high in bearing performance and capable of being widely applied to design and construction of a seismic structural wall of the general structure.

The invention aims to provide a bidirectional ribbed multi-cavity concrete-filled steel tube pier and a framework and a construction method thereof. High strength advantage is achieved, according to the technical scheme, a central pipe column and outer pipes surrounding the central pipe column are comprised, wherein two adjacent outer pipes are arranged at an interval, a rib plate is arranged at the interval between each two adjacent outer pipes; it is characterized in that each rib plate comprises a base plate and flanges led out from the base plate, the rib plates are divided into one-way rib plates and two-way rib plates, and second welding seams are arranged among the outer pipes, the one-way rib plates and the two-way rib plates. The constraint effect on core concrete can be enhancedthrough the inner and outer bidirectional ribs and the central steel pipe, the steel pipe disengagement phenomenon and the core concrete cracking phenomenon are reduced, the lateral resistance, bending resistance and seismic resistance of the pier are improved, and the corrosion resistance and durability are enhanced through an outer protection layer.

The invention discloses a method for reinforcing an arch springing section of a box by combining fiber woven mesh reinforced ECC (error correction code) with single-side increased section, which mainly uses arch back reinforced concrete, a fiber woven mesh and an ECC material. The arch back reinforced concrete not only remarkably improves the bearing capacity of the structure, but also has a ballasting effect; the fiber woven mesh meets the requirements of different tensile strength by increasing or decreasing the number of yarns and weaving fiber meshes with different section areas; the ECC material fiber doping amount should not exceed 2.5% of the total volume, the ultimate tensile strain should stably reach 1% or above, the obvious strain hardening characteristic is achieved, and structure surface crack development is effectively inhibited. The method is simple in field operation, the bearing capacity of the structure can be effectively improved, the cooperative stress problem of areinforcing layer and an original structure is solved to the maximum extent, the integrity of the reinforcing structure can be enhanced, and the durability of the structure can be remarkably improved.

The invention relates to the technical field of building structure design and civil engineering construction, in particular to a cross-shaped steel concrete column stirrup constraint structure and a manufacturing method. The problems that in the prior art, when stirrups are configured, holes need to be formed in profile steel to form an effective constraint effect on concrete, and construction is complex are solved. The cross-shaped steel concrete column comprises cross-shaped steel arranged in the center of the cross-shaped steel concrete column, peripheral stirrups arranged on the peripheries in all cross sections of the cross-shaped steel concrete column, and longitudinal bars arranged between the cross-shaped steel and the peripheral stirrups and extending in the column height direction. Each cross section of the cross-shaped steel concrete column is further internally provided with an internal stirrup for restraining the longitudinal bars. The stirrups do not penetrate through the profile steel, construction is convenient, the aperture ratio of the cross-shaped steel is reduced, and the bearing capacity of the steel reinforced concrete column can be improved.

The invention discloses a composite bolting shear key structure which comprises a prefabricated concrete bearing plate, a steel transition piece and a steel supporting piece, the steel transition piece is pre-buried in the prefabricated concrete bearing plate, the steel transition piece and the prefabricated concrete bearing plate form a whole, and the first end of the steel transition piece protrudes out of the prefabricated concrete bearing plate and is used for being in bolting connection with the steel supporting piece; the shear-resistant assembly is pre-buried in the prefabricated concrete bearing plate and comprises a plurality of studs and reinforcing steel ribs, and the studs are connected to the steel transition piece at intervals in the length direction; the steel transition pieces arranged on the two sides of the central axis of the prefabricated concrete bearing plate in the transverse direction form a connecting piece set, the two transverse ends of the reinforcing steel ribs are connected with the two steel transition pieces in the connecting piece set respectively, the multiple reinforcing steel ribs are arranged at intervals in the length direction, and the reinforcing steel ribs are connected with the two steel transition pieces in the connecting piece set. The post-cast concrete slotted hole (with concrete) can be avoided, the assembly degree of steel and concrete is improved, construction can be facilitated, the problem that the connection operation condition between the steel and the concrete is poor in construction is solved, and the shear resistance of the structure is improved.