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155results about How to "Guaranteed ductility" patented technology

Connecting structure for assembly type concrete shear wall edge member

The invention discloses a connecting structure for an assembly type concrete shear wall edge member. vertical connecting reinforcing steel bar, which can be provided with an upset head, is reserved through a hole reserved in a large-diameter metal bellows, and is sleeved with a continuous spiral stirrup; then the vertical connecting reinforcing steel bar and the continuous spiral stirrup are commonly inserted into the large-diameter metal bellows; and fine aggregate concrete (or a grounding material) is poured into the metal bellows, so that the reliable connection of the edge member is realized. Due to reliable anchoring of the vertical connecting reinforcing steel bar, the optimization of the diameter, the quantity and the plane arrangement of the vertical connecting reinforcing steel bar, and the increase of the wet joint area on a splicing surface, full exertion of the bearing capacity of the shear wall is ensured; and multiple effective restrain for the subsequentlly-poured fine aggregate concrete (or the grouting material) is formed by the shear wall stirrup, a horizontal tie bar, the metal bellows and the continuous circular spiral stirrup, and thus the integral performance of the part is remarkably improved. According to the connecting method for the edge member, which is provided by the invention, the stress continuousness of the vertical steel reinforcing bar is ensured, the deformaility and the ductility performance of the vertical steel reinforcing bar are remarkably improved, and the shock resistance of the assembly type concrete shear wall is improved. Meanwhile, the method is simple in manufacturing process and facilitates the practice and application.
Owner:SOUTHEAST UNIV

Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall

The invention relates to an energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry and a manufacturing method of the energy-saving wall, and belongs to the technical field of constructional engineering. The energy-saving wall mainly comprises insulation block masonry, a wire mesh frame, recycled concrete, and connecting keys. The insulation block masonry is built first in construction. Wire mesh is bent and is fixed by tie bars reserved on the insulation block masonry so that the wire mesh frame is formed. A formwork is erected and the recycled concrete is poured, and accordingly the energy-saving wall with the connecting keys and the recycled concrete wall panels holding the insulation block masonry is formed. The energy-saving wall built with the recycled concrete is economical, practical, energy-saving and environment-friendly. Different from the traditional energy-saving wall, the energy-saving wall is provided with the concrete wall panels and the wire mesh on two sides of the insulation block masonry and is better in thermal insulation, acoustic insulation and energy saving. The energy-saving wall complies with the energy saving and environment protection design, and the development trend of modern architecture, and is widely applicable to the field of constructional engineering.
Owner:BEIJING UNIV OF TECH

Truss imitating type damper structure transfer layer

InactiveCN102383503AControlling Earthquake ResponseSolve the problem of severe interlayer stiffness mutationShock proofingClassical mechanicsDamper
The invention discloses a truss imitating type damper structure transfer layer, which is a truss type combination structure formed by a frame column, a transferring beam, a floor beam and damper. Upper portion structures of shear walls and the like are constructed on the transferring beam, stagger beam bodies form a beam system of the transferring beam, and stagger beam bodies form a beam system of the floor beam. The beam system of the transferring beam and the beam system of the floor beam are respectively provided with secondary beams. The secondary beams are provided with supports, a support under the beam system of the transferring beam and a support above the beam system of the floor beam are connected through a damper which is installed in inclined mode, and soft base cushions and cushion boards are sequentially installed between the supports and the secondary beams. The truss imitating type damper structure transfer layer breaks through a quake-proof design and research method, and a mixed damping device is composed of the damper, the soft base cushions and the supports, thereby reducing earthquake influence of a transfer layer structure. The truss imitating type damper structure transfer layer is simple in structure, economical and practical and has great popularization value.
Owner:CHIAN JIANGXI CORP FOR INT ECONOMIC & TECHN COOPERATION

Environment-friendly furniture board manufacturing process

The invention provides an environment-friendly furniture board manufacturing process. The preparation method of environment-friendly furniture boards comprises the following steps of material selection, cutting, board laminating, cold press molding, mold bending forming, drying shaping, hot press molding, grinding finishing and paint spraying, wherein the paint spraying step comprises primer spraying, primer grinding and topcoating. Through the environment-friendly furniture board manufacturing process, solid wood boards are subjected to cold pressing and bending forming through a cold press,the cost for purchasing high-frequency bending processing production line equipment is omitted, the manufacturing process is simplified, and the production cost is reduced. By means of the solid woodboard cold pressing molding method, a molded product does not have excessive glue lines, the overall effect of the product is ensured, and the natural beauty and curvy beauty of the solid wood productare represented. The environment-friendly furniture board manufacturing process has the characteristics that the painting process is simple, operation is safe, the appearance is attractive, the costis low, and the process has no pollution to environment and does no harm to human bodies. Sustainable development of furniture production is promoted. Manmade harm to health can be reduced.
Owner:成都千佳世纪家具有限责任公司

MIG welding solid-core welding wire for high-manganese austenite low-temperature steel and welding process of MIG welding solid-core welding wire

The invention relates to an MIG welding solid-core welding wire for high-manganese austenite low-temperature steel and a welding process of the MIG welding solid-core welding wire. According to the technical scheme, the MIG welding solid-core welding wire for the high-manganese austenite low-temperature steel comprises the following chemical components: 0.20-0.60 wt% of C; si is less than or equal to 0.05 wt%; the content of Mn is 20-32 wt%; the content of Ni is 0.1 to 2 weight percent; the content of Cr is 0.1 to 1.8 wt%; the content of Cu is 0.55 to 1.00 wt%; the content of W is 0.5 to 1.9 weight percent; the content of Mo is 1.3 to 3.0 wt%; the content of Al is 0.5 to 2 weight percent; nb + V + Ti + B + RE < = 0.5 wt%; p < = 0.002 wt%; s < = 0.001 wt%; and the balance of Fe and inevitable impurities. Full-automatic and all-position welding can be achieved, the welding efficiency is high, forming is good, and the mechanical property is excellent; the strength of weld metal formed through inert gas protection is matched with that of high-manganese austenite low-temperature steel, the forming performance is good, the low-temperature toughness is excellent, and the technical requirements for the strength and ultralow-temperature toughness of the LNG storage tank at the working temperature of-196 DEG C can be met.
Owner:WUHAN UNIV OF SCI & TECH

Full-prefabricated assembly type steel-concrete composite floor system and design calculation method

The invention discloses a full-prefabricated assembly type steel-concrete composite floor system and a design calculation method. The floor system comprises prefabricated concrete floors (1), an H-shaped steel beam (2), beam-slab UHPC tenon-and-mortise connection nodes (3) and slab-slab UHPC tenon-and-mortise connection nodes (4), wherein shear-resistant slotted holes (11) are formed in the two sides of each prefabricated concrete floor (1) in the slab thickness direction; stud connecting pieces (21) are welded on the upper flange of the H-shaped steel beam (2); the two prefabricated concrete floors (1) are connected with the H-shaped steel beam (2) through the beam-slab UHPC tenon-and-mortise connection nodes (3); and every two adjacent prefabricated concrete floors (1) are connected through the plate-plate UHPC tenon-and-mortise connection nodes (4). According to the design provided by the invention, the ultra-high performance concrete UHPC is adopted for connection between the prefabricated concrete floors and the H-shaped steel beam and connection between the prefabricated concrete floors, and the fabricated floor system has the advantages of simple structure, reliable performance, convenience and rapidness in construction, green and environmental protection, and the like.
Owner:CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP +1

Preparation method of novel cobalt-free material for high-strength aviation part

The invention aims to provide a preparation method of a novel cobalt-free material for a high-strength aviation part. The novel cobalt-free material for the high-strength aviation part comprises, by weight, 16.0%-20.0% of Ni, 4.0%-6.0% of Mo, 2.5%-3.5% of Ti, no more than 0.01% of C, no more than 0.05% of Al, no more than 0.05% of Si, no more than 0.05% of Mn, no more than 0.01% of S, no more than0.05 % of P, no more than 0.01% of O, no more than 0.01% of N, and the balance Fe and inevitable impurities. The novel cobalt-free material has high strength, the tensile strength sigma b is equal toor higher than 2300 MPa, the yield strength sigma 0.2 is equal to or higher than 2200 MPa, delta>=3%, the percentage of area reduction psi is equal to or higher than 20%, the Rockwell hardness HRC is56-59, the impact toughness ak is equal to or higher than 5 J / cm <2>, and the breaking tenacity K1C is equal to or higher than 15 MPa.ml1 / 2. Compared with traditional cobalt-containing maraging steel, consistent tensile strength and yield strength can be achieved, meanwhile, the characteristic of high tenacity of the maraging steel is ensured, consumption of cobalt resources is lowered, the preparation cost is reduced, energy shortages are relieved accordingly, and the application and development of the maraging steel are widened.
Owner:苏州汉汽航空科技有限公司

Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall

The invention relates to a combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and a fabrication method of the combined wall, belonging to the technical field of construction engineering. The combined wall mainly comprises the waste brick masonries, a steel wire mesh framework, the regenerated concrete wall boards and the connecting keys. During fabrication, the waste brick masonries are built according to design size, steel wire meshes are bent and fixed by using preserved tie bars on the waste brick masonries to form the steel wire mesh framework, templates are erected and then regenerated concrete is poured to form the combined wall with the connecting keys and the waste brick masonries filled in the regenerated concrete wall boards. Most materials used by for fabricating the combined wall are construction wastes and are economic, practical, energy-saving and environmental-friendly; the transverse steel wires of the steel wire mesh framework are dense, the shear resistance is good and the wall body is prevented from being damaged due to brittle shear; and different from the traditional brick masonry walls, the bearing capacity, the ductility and the like of the wall body are guaranteed since the steel wire meshes and the concrete are filled in the wall body, the goals of reinforcing house integrity and improving the overall shock absorbing and energy dissipating performance are realized, the combined wall is suitable for village and town buildings and the application prospect is wide.
Owner:BEIJING UNIV OF TECH

Flexible base layer bituminous road surface

The invention relates to the field of buildings and civil engineering, in particular to a flexible base layer bituminous road surface. The problem that in the relative technology, the road condition quality is poor is solved. The flexible base layer bituminous road surface comprises a surface layer, a base layer, a cushion layer and an earth base which are sequentially arranged from top to bottom. The surface layer comprises a bituminous concrete surface layer body, a bituminous macadam surface layer body and a bituminous injecting gravel surface layer body; the base layer is at least formed by evenly mixing a bituminous mixture, bituminous injecting macadam and ABS particles; the cushion layer comprises a grading macadam layer body which forms a dense structure by mixing macadam of different particle diameters and being subjected to compaction; the thickness of the flexible base layer bituminous road surface is gradually reduced in the direction from the middle of the flexible base layer bituminous road surface to the two sides in the width direction; and the flexible base layer bituminous road surface further comprises first reinforcing column bodies, first unchoking pipes and second unchoking pipes, wherein the first reinforcing column bodies and the first unchoking pipes are arranged between the earth base and the cushion layer, and the second unchoking pipes are arranged on the base layer. The flexible base layer bituminous road surface can be well used under the long-time and high-load condition.
Owner:THE THIRD ENG CO LTD OF THE HIGHWAY ENG BUREAU OF CCCC

Preparation method of metal thin film having high strength and high ductility

The invention discloses a preparation method of a metal thin film with both coating thickness and grain size of a gradient structure. The metal thin film has high strength and high ductility and presents excellent comprehensive mechanical performance. Different from conventional top-down methods, a new path is opened, and a bottom-up method is adopted to prepare the thin film in micro-nano scale and of the gradient structure; in other words, high-vacuum direct-current magnetron sputtering technology is utilized, an ultrathin separation layer (1nm Ta) with high thermostability is introduced ingeniously, a metal thin film is separated into a multilayer structure with gradient changing thickness, gradient distribution of grain size is further improved through medium-temperature annealing, then a non-homogeneous gradient-structure thin film with both the coating thickness and the grain size in gradient changing is obtained. A thin coating provides high strength, and a thick coating maintains high ductility, so that the gradient thin film has the advantages of high strength and high ductility. The preparation method has high suitability and can be popularized to various other metal andmetal compound thin films. The preparation method is clean, pollution-free and low in cost and has good realizing effect.
Owner:NANJING UNIV

Pre-stress constraint concrete structure and manufacture method thereof

The invention discloses a pre-stress constraint concrete structure and a manufacture method thereof. When the four categories of concrete structures of a concrete frame structure, a concrete frame-tube structure, a concrete frame-shear structure or a concrete truss-tube structure is manufactured, pre-stress ribs which are in parallel with axle lines of main beams are arranged in all main beams, thus each pre-stress rib is enabled to penetrate through all the main beams in the same axle line on the same plane, meanwhile constraint reinforced ribs are configured in the main beams, so that the main beams are enabled to form constraint beams, when the concrete strength of the poured main beams in a same layer reaches designed strength, the pre-stress ribs of all the main ribs in the same layer are subjected to tensioning and anchoring, the pre-stress ribs are all enabled to be in a tensioning state, the main beams on all different horizontal surfaces of the concrete structure are manufactured according to the method, and the pre-stress constraint concrete structure is manufactured and obtained. The pre-stress constraint concrete structure has the advantages of high bearing force in an overall structure, excellent rigidity, remarkable performance of seismic resistance, a small component cross section and lower constructional cost.
Owner:GUIZHOU UNIV
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