1772results about How to "Safe and reliable structure" patented technology

The hollow floor slab includes column, solid belt, solid reinforced beam with dense ribs, reinforced facing board, and composite box with lower thin bottom board. The production process includes: a) laying and tying reinforcing steel bar in the floor slab formwork; b) laying the steel wire net and other reinforcing material; c) setting and fixing made composite thin box; d) tying reinforcing steel bar for the facing board; e) fixing reinforcing bars with iron wire; and f) embedding prefabricated pipeline inside the facing board and the dense ribs. The present invention may produce flat sealed floor slab cavity with dense ribs in once deposition.

The invention discloses a preliminary bracing construction method for a tunnel with surrounding rocks containing collapsible loess and soft rocks. The method includes the following steps that a plurality of layers of advanced pipe sheds are arranged on a collapsible loess layer, and a single layer of advanced pipe shed is arranged on a soft rock layer; after the advanced pipe shed is set up, a working face is closed through sprayed concrete, a system anchor bolt is arranged on the soft rock layer, a foot locking small guide pipe is arranged at the arch springing position of the tunnel, and grouting is conducted on the rocks through permeation of the system anchor bolt and the foot locking small guide pipe; a pre-fabricated reinforcing mesh is paved on a concrete initial spraying layer formed by concrete initial spraying in a fluctuation mode, and a reinforcing mesh arranged at the collapsible loess layer is encrypted; a steel arch support is set on the collapsible loess layer, a reinforcing steel bar grid is set up at the soft rock layer, and the connecting position of the reinforcing steel bar grid and the steel arch support is welded; repeated spraying is conducted by adopting concrete spraying, and construction of tunnel preliminary bracing is finished. By means of the method, stress releasing and deformation coordination of two layers of surrounding rocks can be well controlled, operability is good, construction cost is low, and the safety is good.

The invention discloses a rockfall prevention driven flexible protective net system designing method based on the energy matching principle. The rockfall prevention driven flexible protective net system designing method comprises the steps that 1, the energy consumption rate matching principle of components of a driven flexible protective net structure is established; 2, preliminary model selection and arrangement are performed on the components of the driven flexible protective net structure; 3, an explicit dynamics computation model capable of considering features such as the initial perpendicularity, large sliding of a supporting rope, large rotation of a supporting column and large deformation of an interception net is built through a finite element computing method; 4, impact loading is performed on the computation model, and dynamics response of the structure under the impact effect is analyzed; 5, structural design of the driven flexible protective net is performed. According to the method, the design principle of energy matching is adopted, both the force balance and the energy balance are considered, and the design is more scientific and reasonable; the component strength, stability, deformation and the like are used as design verification control indexes, and both the component design bearing capacity safety storage and the applicability of the protective net structural overall interception effect are considered.

The invention relates to a miniature hydraulic garage, comprising two layers on the ground, wherein each layer has two spaces. The garage is simple lift type solid parking equipment with independent structure and control. The garage comprises a support mechanism, front and rear parking boards, a lifting arm mechanism, a dynamic control mechanism and a steel wire synchronous mechanism. The steel wire synchronous mechanism realizes synchronization of two lift cylinders; the parking boards are in horizontal state when on the ground, so that parking is convenient, while the parking plates are lifted, the parking space for the next space is increased. The garage adopts self-locking of a connecting rod type lifting arm instead of a safe hook, when the parking board is lifted to a right position, the included angle between the connecting rod and the lifting arm exceeds 180 degrees to form self locking. The miniature hydraulic garage has the characteristics of more convenient vehicle storage and pickup and simpler operation, has safer and more reliable structure, and can meet the requirement of different users.

A multifunctional in-situ electrochemical measuring device used for the tension test belongs to the electrochemical field. The multifunctional in-situ electrochemical measuring device used for the tension test is characterized in that a reference electrode, an auxiliary electrode and a working electrode are arranged in a top cover of the multifunctional in-situ electrochemical measuring device according to design and measurement requirements; the conductive wires of all the electrodes are connected with an electrochemical workstation; the air input of an air inlet and the air output of an air outlet are adjusted; an installed heating resistor and a thermocouple are connected with a temperature controlling device; the water flow of a water inlet and the water flow of a water outlet are adjusted, and the water inlet and the water outlet are connected with an externally connected water pump. The rotation time of a stepping motor is set, electrochemical parameters of a tensile test sample are measured after the temperature and the pressure are increased to the parameters required by the tension test, and the tension test is conducted after the force of the tensile test sample is adjusted. The multifunctional in-situ electrochemical measuring device used for the tension test has simple and easy method, can measure the electrochemical parameters of the tensile test sample in a long time and can simulate the temperature, the moisture, the gas, the alternation of wetting and drying, the surface scouring, the multiphase medium and complex environment of the tensile test sample.

The invention belongs to the field of construction of steel structure trusses, and particularly relate to a construction method of large-scale parallel flexible lower-cord combined trusses. The construction method comprises the following steps: (1) assembling upper-cord layers of trusses by sections, and abutting overhead, wherein the trusses need to be arched in advance according to the deformation design in the process of assembling; (2) installing lower-cord web members and lower-cord panel points independently after finishing assembling the trusses of the upper layer; (3) measuring the actual installation spacial distances among the lower-cord panel points, and determining the initial installation geometrical lengths of flexible lower cords; (4) installing all flexible steel pull rods connected in parallel among all spans of the lower cords, and then pretightening the steel pull rods of the lower cords uniformly; and (5) grading synchronously and unloading equally proportionally by using a support frame. By adopting the construction method provided by the invention, the construction difficulty of tensioning the internal force of the lower cords of the ultralarge-scale parallel flexible trusses initiatively can be solved. The construction method has the advantages of high construction efficiency and good economic benefit.

The invention discloses a fluorocyanogen-containing pyrethroid compound and a synthesis method and an application thereof, which belong to the technical field of organic pesticides. The compound has a general structural formula (I) shown as the accompanying drawing, and in the general structural formula (I), R represents compounds applicable to the alcohol part contained in the conventional pyrethroid, which also include various stereoisomer forms thereof and the mixture of various stereo-configured compounds thereof. The invention also relates to an active component containing the fluorocyanogen-containing pyrethroid compound (I), which is used as an effective agent for controlling harmful insects, and a method for producing the ester compound (I). The invention discloses the application of the compound and a pesticidal mixture containing the compound as the active component in controlling pests.

The invention relates to a locking device and particularly relates to a bandage locking mechanism which comprises a button, a bandage, a housing, a drive structure and a locking structure, wherein the drive structure is held in the housing, the housing comprises a first housing, a through hole is formed in the first housing, the button passes through the through hole and can move along the axial direction or rotate along the circumference in the through hole, the button and the drive structure are stacked up and fixedly arranged, the drive structure moves along with the button and drives the bandage to stretch so as to adjust the length of the bandage, the locking structure is held in the housing and is fixedly connected with the drive structure, and the locking structure is matched with the first housing and used for locking the positions of the button and the drive structure so as to limit the driving of the button and the drive structure. The locking device has the advantages of saving space, realizing semi-automatic control, and being steady in structure transmission and excellent in locking and fine adjustment effects.

The invention relates to a construction process of an ultra-large-span net-frame arch-shaped shed type storage silo, which is characterized by comprising: obtaining dimensions of node rods of a net frame via a CFD (computational fluid dynamic) numerical wind tunnel computing technology and a finite element algorithm at first according to local weather conditions, the most adverse weather conditions and physical parameters of an arch-shaped shed, i.e. the ball head diameter of each node and geometric parameters of the rods on each node, and preparing a construction drawing, wherein the construction drawing at least comprises the serial number of each node and the number of rods on each node; and dividing construction steps into installation of basic units and installation of overhead cantilever units. Scaffolds are not needed to be erected in a whole house. The invention has the advantages that the time and materials can be saved, and the process is safe and reliable.

The invention discloses an electric power overhaul equipment lifting device which comprises a base and a hydraulic lifting assembly arranged on the base. A lifting platform is arranged over the base, fixed frames are arranged over the positions, close to the two parallel edges, of the lifting platform respectively, moving frames are arranged on the other two parallel side walls of the lifting platform, and the moving frames are hinged to the side walls of the lifting platform; the side walls of the lifting platform are provided with two rotating shafts, the rotating shafts are sleeved with the moving frames respectively, the lower end face of the lifting platform is provided with a first hydraulic cylinder, the rotating shafts are provided with pressing rods, and the two ends of each pressing rod are bent by 90 degrees towards the same side. According to the electric power overhaul equipment lifting device, by adopting the fixed frames and the moving frames which are hinged to the lifting platform, the fixed frames and the moving frames can be conveniently combined to form a guard bar structure in use and can be contracted and folded on the lifting platform when the fixed frames and the moving frames are not used, and the equipment is conveniently stored.

The invention relates to an ultra-deep foundation pit supporting method which comprises a single-row triaxial deep-mixing pile water-stop curtain, bored piles and upright steel posts, wherein the single-row triaxial deep-mixing pile water-stop curtain is lower than natural ground and is arranged along the periphery of a foundation pit in an enclosing way; the bored piles are sequentially arranged at intervals in the foundation pit and located on the inner side of the single-row triaxial deep-mixing pile water-stop curtain; the upright steel posts are arranged in the foundation pit and located on the inner sides of the bored piles; the tops of the bored piles are sequentially connected via reinforced concrete crown beams in a pulling way; reinforced concrete enclosing purlins along the periphery of the foundation pit are arranged in positions, which are not the height positions of floor slabs of underground floors, on the inner sides of the bored piles; the inner sides of the reinforced concrete enclosing purlins are connected in a pulling way via reinforced concrete enclosing purlin beams supported on the upright steel posts; the reinforced concrete enclosing purlin beams are in latticed pulling connection with the reinforced concrete enclosing purlins via a plurality of groups of inner reinforced concrete supports; filling plain concrete is arranged inwards at the bottoms of the bored piles; a baseplate is laid on the foundation pit and enclosed by the filling plain concrete; and more than one post-cast strip with support replacement pieces is arranged on the baseplate.

The invention relates to a design and construction method of a rigid-flexible composite anti-seepage recoverable supporting structure system. The method comprises steps as follows: (I) profile steel slope-protection piles are constructed; (II) H-shaped steel top beams and H-shaped steel breast beams are installed; (III) steel panels are installed; (IV) sequential vertical layered and sectioned excavation is performed, steps (II) and (III) are repeated, construction is performed to the design depth, and construction of the rigid-flexible composite anti-seepage recoverable supporting structure system is completed; (V) after the use function of a supporting structure is fulfilled, with the start of foundation pit backfill work, recovery work can be performed. The rigid-flexible composite anti-seepage recoverable supporting structure system constructed through the method really reflects characteristics of a temporary security measure adopted by foundation construction of foundation pit engineering and has the advantages of safety, reliability, quickness construction, advanced technology, capability of being recycled, excellent economic indices and the like.

An axial force bearing test structure of elastic foil dynamic pressure gas thrust bearings comprises two thrust bearing force testing pieces, strain gages are attached to the two thrust bearing force testing pieces, two elastic foil dynamic pressure gas thrust bearings are fixed on two thrust bearing seats respectively, and the two thrust bearing seats and a distance ring are connected to constitute an assembly. The thickness the gas gap between the elastic foil dynamic pressure gas thrust bearings and a thrust disk is adjusted through the distance ring, it is guaranteed that the assembly slides freely in the axial direction in a shell through girder grinding, the periphery of the assembly is fixed, and the assembly is fixed in the shell through an end cover. Axial force borne by a rotor is applied to the two thrust bearing seats through the thrust disk, the axial force borne by the two thrust bearing seats is applied to the two thrust bearing testing pieces and is accurately measured by the strain gages, the sum of the stress borne by the strain gages is the axial force borne by the rotor, and the structure is safe and reliable.

The invention relates to a method for lengthening a wind power blade, in particular to a method for connecting a new tip to the tip of the wind wheel blade of the conventional wind driven generator. The invention comprises a blade tip lengthened connecting structure and a process scheme. According to the wind wheel blade tip lengthening scheme for the wind driven generator, the lengthened blade has a safe structure, and the method is simple in process, low in cost and high in implementation feasibility.

The invention relates to a standardized design construction method of a flexible compound fabricated recoverable rectangular working well supporting structure. The method comprises the following stepsthat (1) construction of minisize supporting piles is carried out; (2) construction of pile top crown beams; (3) a rectangular working well is excavated, panels and waist beams are installed, and high polymers are poured to side walls for sealing; (4) excavation is carried out layer by layer sequentially in the vertical direction, and the step (3) is carried out repeatedly till the design depth is met, that is, construction of the rectangular working well supporting structure is completed accordingly; and (5) after the supporting structure fulfills the usage function, the supporting structurerecovery work can be carried out as the backfilling work is started. Through standardized design construction of the established supporting structure system, one supporting structure can meet the construction requirement of most rectangular working wells in a region, the advantages of safety, reliability, quick and convenient construction, advanced technologies, high recoverability, superior economic indicators and the like are achieved, and the application and development prospects are considerable.

The invention discloses a guyed traveler for a cable-stayed bridge. The guyed traveler comprises a front half portion and a rear half portion which can be assembled together to be in a B-shaped frame structure. The front half portion comprises a pair of parallel main longitudinal girders and a front cross girder and a middle cross girder which are arranged between the main longitudinal girders; and the rear half portion comprises a pair of parallel tail longitudinal girders and a rear cross girder which is arranged close to the rear ends of the tail longitudinal girders. An assembly method for the guyed traveler comprises mounting a supporting frame through a cable bent tower lower cross girder, building a girder 0-1# on the supporting frame, mounting a traveler assembly platform by using a temporary cable reserved on a tower column, assembling the front half portion of the traveler, and pouring a girder 0-2#; dropping the front half portion of the traveler, pushing and moving the front half portion forwards on the platform, and assembling the rear half portion of the traveler; and lifting the assembled traveler integrally, and anchoring and connecting the assembled travel with the girder 0-2#. According to the guyed traveler for the cable-stayed bridge and the assembly method for the guyed traveler, the construction is simple and convenient, costs are reduced, and safety risks are low.

The invention discloses a construction method suitable for penetrating a water supply pipe below a tunnel in a composite stratum with the soft upper part and the hard lower part, and belongs to the technical field of civil engineering. The construction method aims to strictly control tunnel arch settlement and prevent the situation that settlement overrun affects the water supply pipe to cause a structure (arch culvert) failure. By synthesizing the factors, the overall construction scheme is as follows: firstly, an advance support is constructed; after the design effect is achieved, the composite stratum with the soft upper part and the hard lower part is constructed through a three-step method, specifically, the upper step, namely the soft stratum is excavated through a mechanical method,the middle and lower steps, namely rock strata are excavated through a blasting method, and the circulation footage of a control area is one steel frame interval; manual work cooperates with mechanical excavation as far as possible, timely closure for ring forming is achieved, and arch sinking is inhibited; a secondary lining closely follows the excavation surface, and one-time pouring forming isachieved through a formwork trolley arch wall; and hole interior and ground surface settlement monitoring of the control area, as well as vibration speed monitoring within the blasting impact range are strengthened, and information is fed back in time to guide the design and construction.

The invention discloses a plane rotation construction technique for a steel truss girder for existing bridge spanning construction. A main girder of the constructed bridge is a steel truss girder spanning the existing bridge and obliquely crossing with the existing bridge; the technique comprises the following steps: firstly, constructing a high-altitude steel truss girder assembling platform which comprises a temporary buttress and a plurality of temporarily assembling brackets; secondly, assembling the steel truss girder at high altitude and removing the temporarily assembling brackets; thirdly, installing a steel truss girder rotation positioning device and a slippage system; before rotating the steel truss steel, firstly installing the steel truss girder rotation positioning device and the slippage system; fourthly, conducting plane rotation on the steel truss girder; and fifthly, dropping the girder in place. The construction technique is simple in steps, convenient to construct, fast to construct, safe and reliable in construction process and less in interference on the existing bridge, and can effectively solve the problems that the construction field is limited, the construction can not be normally conducted, the travelling interference on the existing bridge is large, the construction risk and hidden hazard are large and the like in construction with the existing in-situ falsework method and the dragging method.