382 results about "Residual deformation" patented technology

The invention discloses a setup spring self-recovery energy dissipation brace in the technical field of self-recovery energy dissipation braces. The brace comprises an inner pipe, an outer pipe, a spring, a spring baffle and a guide block; the inner pipe comprises a left inner pipe, a right inner pipe, a first steel pipe, a first steel pipe left baffle, a first steel pipe right baffle, an inner pipe left stopper, an inner pipe right stopper, an inner pipe outer friction plate, a high-strength bolt and an inner pipe connecting plate; the outer pipe comprises a left outer pipe, a right outer pipe, a second steel pipe, an outer pipe left baffle, an outer pipe right baffle, an outer pipe internal left stopper, an outer pipe internal right stopper, an outer pipe inner friction plate and an outer pipe connecting plate; the spring comprises a first spring and a second spring, wherein the first spring is sleeved outside the left inner pipe, and the second spring is sleeved outside the right inner pipe; two ends of the spring are connected with the spring baffle. The brace has the advantages that residual deformation of a structure is decreased, the brace is convenient to construct and easy to maintain and replace after earthquake action, and normal usage state affecting time is shortened.

The invention relates to a node connection device for a self-centering prestressed concrete frame. The node connection device is a device used for the connection between the beam and the column of a prefabricated reinforced concrete frame, and aims at improving energy consumption of a frame structure under seismic action and eliminating or reducing the residual deformation and damage of the frame structure. The connection device is characterized in that combined steel parts form an energy consuming device, two external friction steel plates (3) are arranged in the energy consuming device, are respectively and symmetrically arranged on the two sides of a column end reinforcing steel plate (4) and are connected with the column end reinforcing steel plate (4) into a whole body, two internal friction steel plates (8) are arranged between the two external friction steel plates (3), the upper end and the lower end of each internal friction steel plate (8) are respectively provided with a bean end reinforcing steel plate (5), friction discs (15) are respectively arranged between the two internal friction steel plates (8) and the two external friction steel plates (3), and friction-type high-strength bolts (12) penetrate through the external friction steel plates (3), the friction discs (15), the internal friction steel plates (8) and a prefabricated concrete beam (2) and connect all parts together.

The invention discloses a self-resetting pier column structural system with a built-in energy dissipation assembly and an implementing method for the self-resetting pier column structural system, and belongs to the field of bridge engineering. The self-resetting pier column structural system consists of a pier column, a bridge abutment, energy dissipation steel bars, non-adhesion prestressed steel bars with an elastic resetting function and an embedded part; in the novel pier column structural system capable of effectively reducing residual deformation and ensuring sufficient energy dissipation, a pier is connected with the bridge abutment through the energy dissipation steel bars and the non-adhesion prestressed steel bars. Compared with the conventional pier column node, the self-resetting pier column structural system has the advantages that: the non-adhesion prestressed steel bars are positioned in the axle center of the pier column, a self-resetting restoring force can be generated, and the problem that the conventional pier has large residual deformation under the action of an earthquake load and cannot serve people any longer can be solved well; the self-resetting pier column structural system is flexible in design and definite in structural stress; the pier is ensured to have sufficient strength and rigidity; and the self-resetting pier column structural system can be implemented by a prefabricating or on-site pouring method, is easy and convenient to construct, and is an advanced and practical novel pier column system.

A prestressed concrete frame includes prefabricated beam and pile and integrated by prestressed reinforce. The pile is of a length over 2-3 floors. The beam is of a length for one room. Reinforce inside the beam is of a length at least equal to the short beam line. Binding reinforce concentrated in the beam center zone is of a length at least equal to the short beam line. Structure reinforce is also applied into the beam. Joint reinforce is applied to the beam ends. A distance of 30-40mm left between the beam and pile. This frame is of good stability for earthquake.

The present invention generally relates to a self-centering energy dissipative brace apparatus. A bracing system is often needed to stabilize, strengthen or stiffen structures such as buildings which are subjected to severe or extreme conditions. The brace apparatus may be installed in a structure to dissipate input energy and minimize residual deformations related to exceptional loading imposed on the structure by winds, earthquakes, impacts or explosions. The apparatus integrates self-centering properties and energy, dissipative capacities which help minimize structural damage.

The invention discloses an external energy-consumption self-resetting bridge pier stud structure system and a realization method thereof, belonging to the field of bridgework. The structure system mainly comprises a bridge pier stud, a bridge abutment, an unbonded prestressed reinforcement, an external energy consumption device, a pier embedded part and a bridge abutment embedded part, wherein the bridge pier stud and the bridge abutment are connected by the unbonded prestressed reinforcement and the external energy consumption device, so that residual deformation can be effectively reduced, and energy consumption can be guaranteed. The external energy-consumption self-resetting bridge pier stud structure system is flexible in design and has specific structure stress. The unbonded prestressed reinforcement on the axis position of the pier stud can be used for generating self-resetting restoring force. The problem that the traditional bridge pier has larger residual deformation and cannot continuously serve after the earthquake loading action is solved. The bridge pier has enough strength and rigidity. The external energy-consumption self-resetting bridge pier stud structure system is realized in a cast-in-situ or prefabricating mode and is easy to construct and is a novel pier stud structure system which is advanced and practical and can realize quick replacement and repair after the earthquake..

The invention provides a time sequence InSAR (Interferometric Synthetic Aperture Radar) deformation monitoring method and a device based on a polynomial inversion model. The method comprises the following steps of: combining N SAR (Synthetic Aperture Radar) single look complexes of a certain region to generate M interference pictures and generate M differential phase pictures; calculating an average coherent coefficient picture and extracting high coherent points; establishing a polynomial inversion model by carrying out difference again on a differential phase of the two adjacent high coherent points; solving relative polynomial deformation and a relative elevation error of the adjacent points respectively integrating by taking a certain high coherent point provided with known deformation amount and a DEM (Dynamic Effect Model) error as a reference point to obtain the polynomial deformation and the elevation error of each high coherent point; after a phase of the polynomial inversion model is obtained, subtracting the phase of the polynomial inversion model from the differential phase of the high coherent points to obtain a residual phase; and extracting residual deformation from the differential phase to be overlapped with the polynomial deformation to obtain ground surface deformation information of the high coherent points. The method provides a solution for highly-precisely monitoring the ground surface deformation.

The invention relates to a friction energy consumption type node connection device for a self-centering pier column structure, which is a device used for connecting a bridge pier or a frame column with a pile cap (a foundation), so as to improve the energy consumption of the pier column structure under the action of earthquake and eliminate or reduce the residual deformation and the injuries of the structure. The device comprises a pier column strengthening steel plate, a foundation pre-embedded steel plate, an angle steel, a friction bolt, a friction plate, unbonded prestressed tendons, an anchor bolt and the like. The device can connect a concrete pier column and the foundation into a whole through the unbonded prestressed tendons which are vertically arranged. When the earthquake strength achieves a certain degree, the pier column-foundation contact surface is open, and the pier column can produce a certain rotation relative to the foundation. A friction device can dissipate earthquake energy through friction at this time, and the prestress provided by the prestressed tendons can recover the structure to the initial position after the earthquake. A pre-embedded part at the end part of the pier column is used for improving the local bearing pressure of the concrete when the pier column rotates relatively.

An underpin method of building beam column, which is added with a strain instrument and a computer control device in the beam column underpin construction. The computer control device is connected to the strain gauge affixed on the support structure and surface of displaced structure or component, when adopting mechanical jack pair structure or component to exert jack lift force value in the unloading process, the strain of structure is transported to the computer control system by the strain gauge, which can exactly response to the internal force of the underpinned structure, deformation of structure, residual deformation of structure, internal force of the supporting structure and so on, thereby the operator can know actual stressed state of the structure and adopt the dial gauge to monitor structure displacement to provide reliable reference for loading, at last achieving purpose of structure unloading and ensuring safety of the operator and structure in the beam column underpin construction.

The invention discloses a TIG (Tungsten Inert Gas) welding process for a narrow gap of a thick plate titanium alloy, which comprises six items adopted in the welding process, namely form of a welding gun, welding line spreading form, form of a welding groove, locking form before welding, selection of welding engineering parameters and selection of protective atmosphere in the welding process. The welding process solves the technical problem of the automatic TIG welding process for the narrow gap of the thick plate titanium alloy, realizes automatic TIG welding of the narrow gap of the thick plate titanium alloy, and has the characteristics of less time of weld beads, narrow heat affected zone and high welding efficiency. The residual stress and residual deformation of the welding joint are small, the weld structure is fine, and the welding performance is high.

The invention provides a shape-memory alloy stranded wire self-centering frictional buckling-restrained brace, and belongs to the technical field of disaster prevention and shock absorption. The shape-memory alloy stranded wire self-centering frictional buckling-restrained brace is mainly composed of a linear steel plate inner core, an inner steel sleeve, an outer steel sleeve, friction plates, high-strength bolts, shape-memory alloy stranded wires, a left end plate, a right end plate, backing plates and anchorage devices; the two ends of the linear steel plate inner core are hinged to stiffening ribs which are connected to the left end plate and the right end plate respectively. The inner steel sleeve serves as a peripheral restriction steel sleeve to be arranged outside the linear steel plate in a sleeving mode, the linear steel plate is arranged in the inner steel sleeve in an opposite angle inclined mode, and a certain gap exists between the inner steel sleeve and the linear steel plate inner core. The inner steel sleeve is connected with the right end plate, the outer steel sleeve is connected with the left end plate, the friction plates are installed between the mutually nested portions of the inner steel sleeve and the outer steel sleeve through the high-strength bolts, and the shape-memory alloy stranded wires are anchored between the inner steel sleeve and the outer steel sleeve through the anchorage devices after being pre-stretched. By means of the shape-memory alloy stranded wire self-centering frictional buckling-restrained brace, the problem that due to the fact that for a conventional brace, excessive residual deformation occurs under the action of a large earthquake or an intermediate-earthquake, the post-earthquake maintenance and reconstruction cost is increased is solved.

The invention discloses an analysis method of crash sequence images of real vehicle components and an analysis system thereof are used in 3D motion analysis after real-time crash tests of the real vehicle components. The analysis method comprises the following steps: performing image motion reproduction on the crash sequence images to get dynamic deformation data and residual deformation data of a detection target in the images; tracking target identifications in the crash sequence images, getting and outputting the data of speed and acceleration of the target by analyzing the motion parameters of the target. The analysis method can help objectively and really get test data, get related kinematics parameters by a functional relation between coordinates and time of the target, and solve the measurement problems of parameters such as deformation, displacement, velocity, acceleration and the like in high-speed crash course.

The invention relates to a measurement and control system for a hydraulic test. A system control part is composed of a PLC (programmable logic controller) control cabinet, an industrial personal computer and a printer, a PLC is included in the PLC control cabinet, and the industrial personal computer is used as an upper computer of the PLC and connected with the PLC via a communication cable; a measurement and control pipeline part comprises a gas source supply pipeline, a gas-driving booster pump A, a gas-driving booster pump B, a liquid source supply pipeline, a high hydraulic output pipeline and a liquid unloading pipeline; and the PLC outputs a current control signal to the output end of an electric proportional valve, and the electric proportional valve controls gas pressure and gas flow rate by adjusting the position of a gas inlet valve according to the current control signal and a gas pressure signal which is output in proportion. The measurement and control system can performvarious pressure tests including an intensity test, a burst test for a safety relief device of a container, and a test for the residual deformation rate of the container; automatic control and manualcontrol in the hydraulic test for a fire-fighting product are independent from each other and can be used independently; pressure-boosting speed is adjustable, pressure change and dynamic curve output are detected in time; the measurement and control system is high in pressure control accuracy, small in volume, light in weight and low in energy consumption; multi-level pressure-boosting can be realized; and the measurement and control system has the characteristics of being high in reliability, high in accuracy, easy in operation etc.

The invention relates to a steel structure welding deformation analytical method. The method comprises the steps of a, establishing a computer welded joint model, and enabling the joints with five standards of a flat V-type butt joint, a flat X-type butt joint, a T-joint V-type groove, a T-joint X-type groove and a fillet joint V-type groove to be simplified to be in two forms of a plate butt joint and a T-joint; b, collecting field data; c, carrying out analogue simulation on a finite element of computer thermal mechanical coupling; d, comparing data, and conducting comparison inspection to data obtained through experiments and three-dimensional model analytical data; and e, formulating welding process, and calculating welding residual deformation and stress of the joints by inputting welding parameters such as the welding method, the groove parameter, welding currents, welding voltages and welding speed. By means of the steel structure welding deformation analytical method, welding production processes are simple and direct, subsequent processing and trimming procedures are reduced, working time cost and fuel cost are lowered, production efficiency is improved, and the quality of the welding joints is also greatly improved.

The invention belongs to the structural engineering technical field, particularly to a friction-type limitation tilting shock absorption post. The upper and the lower posts of a device are in splicing connection; posts are connected with a splice plate through a high strength bolt, and a ribbed stiffener is arranged on the splice plate on the outer side of a section steel post flange; the section steel post provides vertical bearing force and restoring force, so that the sliding generated by the friction force between the section steel post and the splice plate can be overcome to enable the upper structure to tilt; the arrangement of an oblong hole stops the structure from tilting, thereby enabling the side displacement of the structure not to be too large and preventing the structure from tilting; and the friction between the section steel post and the splice plate can dissipate the earthquake energy, and a friction sheet can increase friction effect and transfer the vertical force through the friction when the posts are fixed. The invention has the advantages of structure side-displacement limitation, small residual deformation, good shock resistance performance, ductility, hysteretic energy consumption capacity, convenient installation and replacement, installations on different floors, and realization of tilting of local floors. Therefore, the shock absorption post is an excellent structural member with shock resistance and energy consumption.

The invention provides a centering friction damper special for column-type electrical equipment. The centering friction damper comprises a piston rod and a cylinder tube provided with a belleville spring. Two sides of the belleville spring are connected with sliding wedges respectively. Friction wedges are arranged in the sliding wedges. The piston rod is pushed from the outside of the cylinder tube toward the inside of the cylinder tube to extrude the friction wedges and the belleville spring, in this way, seismic response of the electrical equipment is reduced through friction energy consumption. Compared with the prior art, the centering friction damper which has high damping efficiency and compact structure is convenient to install, and cannot cause sliding displacement under self-supporting effect of column-type electrical equipment and residual deformation after unloading.

The invention relates to a flux-cored arc welding method for a K-shaped groove of an 80-mm super-thick steel plate. The groove takes a symmetric K-shaped groove; the upper opening angle and the lower opening angle of the groove are both 45-50 degrees; the root truncated edge of the groove is 0-1 mm; and the assembly interval of the groove is 0-3 mm. A solid gas protection welding wire under pulse current is adopted to implement the backing welding for a root run on the front surface of a test board of the K-shaped groove when welding, so that part of weld metal penetrates through the reverse side of the groove to finish the backing welding after the root run is molten thoroughly; and then the front surface flux-cored arc welding is carried out, and the reverse side back chipping is implemented when the groove is welded at the 2/3 depth; after that, the reverse side submerged-arc welding is carried out until the groove is fully filled; and finally, the front surface of the groove is welded for the left 1/3 depth after the reverse side is welded totally. The flux-cored arc welding method for the K-shaped groove of the 80-mm super-thick steel plate disclosed by the invention simplifies the welding operation, decreases the turning-over times, reduces the labor intensity, and improves the working efficiency; obtained soldering blocks have small residual deformation and high welding quality; and the welding method is suitable for the welding in the fields, such as ocean engineering and the like.

The invention provides a prefabricated ECC-RC combination beam column joint component, wherein ECC refers to engineered cementitious composites, and RC refers to reinforced concrete. The prefabricated ECC-RC combination beam column joint component comprises a joint, an outward-extending column and an outward-extending beam, wherein the joint, the outward-extending beam and the outward-extending column are respectively composed of an ECC material, longitudinal bars and stirrups, the outward-extending length of the outward-extending column is about 1-2 times of the height of the column section, the outward-extending length of the outward-extending beam is about 1-2 times of the height of the beam section, H-shaped steel is embedded in the end of the outward-extending beam and the end of the outward-extending column, the embedded depth ranges from 10 cm to 20 cm, the H-shaped steel and the longitudinal bars extend out of the ends for 10-20 cm, the embedded part of the H-shaped steel is welded to the longitudinal bars, the embedded H-shaped steel of a prefabricated RC beam, the embedded H-shaped steel of a prefabricated RC column and the embedded H-shaped steel of the prefabricated ECC joint are connected through high-strength bolts, and the longitudinal bars are connected through a straight thread sleeve. According to the prefabricated ECC-RC combination beam column joint component, the prefabricated beam column joint component formed by pouring the steel bar reinforced ECC material is applied to an assembly type frame structure, compared with a general reinforced concrete joint component, the ductility and the anti-seismic property of the structure are improved remarkably, the number of joint stirrups in use is reduced substantially, pouring is facilitated, and construction is convenient; besides, the high tenacity of the ECC material can reduce residual deformation of the structure after an earthquake, and therefore post-earthquake repair expenses are reduced.

The invention relates to a shear strength measurement method, in particular to a method for measuring the shear strength of a discontinuous shear plane of a rock by utilizing three-shaft compression. The method comprises the following steps of: S100, preparing a rock sample required by a three-shaft compression test; S200, carrying out the three-shaft compression test on the rock sample, wherein an axial load is applied after confining pressure application till the rock sample is sheared and damaged and generates residual deformation; S300, measuring an angle between the shear plane and the horizontal direction; S400, setting a plurality of grades of confining pressures and carrying out the three-shaft compression test grade by grade; and S500, calculating positive stress and shear stress according to the test data and a rupture angle of the rock sample and fitting relation curves of the positive stress and the shear stress by utilizing a least square method to obtain the shear strength. The method has the beneficial effect that the residual deformation is utilized for replacing a cement pouring process to carry out shear test on the discontinuous shear plane of the rock sample, so that the shear strength of the discontinuous shear plane of the rock sample can be quickly and accurately obtained.

The invention relates to a method for analog calculation of a welding value by taking temperature as a control variable, which comprises the following steps: 1) arranging welding temperature field distribution into a function of time and space: T(x, y, z,t)=f(x)f(y)f(z)f(t); 2) taking the obtained temperature distribution function T(x, y, z, t)=f(x)f(y)f(z)f(t) as a thermology boundary condition to add into a mechanics analysis model of a welding structure in a subprogram form; and 3) calculating the welding residual stress and the residual deformation of the model. The method converts the control variable in the welding simulation from heat to temperature, adds the proper temperature distribution in a sectional mode onto the mechanical analysis model for the analysis of stress and deformation, and can reduce the mechanical value analyzing time within 10 percent of the time used by a moving heat source method. The method can be widely used for welding welded structures with long welding lines, multiple welding lines and multiple passes, and has very important function on promotion and reference in projects.

The invention discloses a polypropylene non-woven fabric and a preparation method thereof. The polypropylene non-woven fabric is prepared by taking polypropylene resin prepared from polypropylene non-woven fabric recycle material as the raw material and adding a molecular weight regulator, wherein the quantity of the molecular weight regulator is 0.1%-0.3% of the gross of the polypropylene resin. The polypropylene non-woven fabric is pliable, tough and light and has good flexibility, breathability and small residual deformation. The invention takes good advantages of the recycle material of polypropylene non-woven fabric, thereby saving resources and protecting the environment; and the prepared polypropylene non-woven fabric is a recyclable and environmentally friendly product which not only fits the development thougtht of circular economy, but also has low production cost and excellent product performance.

The invention discloses an overlapped plate type shear wall with the restorability and a constructing method of the shear wall. The shear wall comprises an overlapped wallboard, unbonded prestressed reinforcing steel and a half-assembly overlapped plate type reinforced concrete shear wall body which is composed of outer steel plates at the positions of horizontal splicing seams. The prefabricated part of the overlapped plate type shear wall is composed of two layers of prefabricated plates and lattice steel bars having the connecting effect, after prefabricated components are installed in place on site, necessary connecting steel bars and necessary stressed steel bars are arranged, and concreting is performed at the core position of a prefabricated wallboard to form an overlapped stressed structure. According to the overlapped plate type shear wall, the post-tensioning unbonded prestressed reinforcing steel is arranged at the core cats-in-place position of the overlapped plate type shear wall, elasticity of the unbonded prestressed reinforcing steel can be kept under the condition of a rare-occurrence earthquake, and therefore residual deformation of the shear wall is small after the earthquake, the shear wall has the self reset function, and the shear wall is convenient to repair after the earthquake; the outer steel plates easy to replace after the earthquake are adopted at the positions of the horizontal splicing seams of the overlapped plate type shear wall, the steel plates bend under the condition of the rare-occurrence earthquake, energy of the earthquake is dispersed, the shear wall is convenient to replace after the earthquake, and the restorability of the shear wall is improved further.

The invention relates to the technical field of frame-bracing structures, in particular to a self-resetting mild steel energy-dissipating brace, comprising an outer covering steel tube, a core mechanism disposed inside the outer covering steel tube, a mild steel energy-dissipating mechanism, a self-resetting mechanism, and a clamping mechanism. When an earthquake occurs, input energy of the earthquake can be dissipated by the mild steel energy-dissipating mechanism, and earthquake response of a main structure may also be reduced; after the earthquake acts, the brace is capable of restoring to the original state under effect of the self-resetting mechanism, and thus residual deformation of the whole structure is reduced and even eliminated; additionally, compared with an existing self-resetting brace, during post-earthquake repairing, service functions of the whole brace can be restored just by removing the clamping mechanism to replace mild steel plates press-fitted to an outer wall face of the outer covering steel tube, without replacing the whole brace; meanwhile, the mild steel plates are also easy to replace, thus the difficulty and cost of the post-earthquake repairing are greatly reduced.

The invention discloses a method for measuring residual deformation of micro-nano metallic interconnect, belonging to the fields of deformation survey and optical measurement mechanics. The method includes the following steps: fabricating speckles on the surface of the micro-nano metallic interconnect through irradiation by focused ion beams or etching a unidirectional grating through the focused ion beams to be used as the micro-nano mark; then etching a through crack vertical to the axis in the micro-nano mark area through the focused ion beams so as to release the axial residual stress; respectively collecting the micro-nano mark images before and after the crack is etched; calculating the deformation, i.e. the residual deformation of the micro-nano metallic interconnect close to the crack caused by the residual stress by using digital image correlation method. Through the method, micro-nano mark can be fabricated in situ, crack can be etched and images can be collected, and the method has the advantages of in situ measurement, precise positioning, simple operation, non contact, simple data processing, high sensitivity and high measurement precision. Through the method of irradiation by focused ion beams, speckles can be fabricated quickly and the process is simple and convenient.