126results about How to "Save construction funds" patented technology

The invention relates to a foundation processing method, in particular to a foundation integrated processing construction method of a cover type karst area. The method comprises the following steps of: evacuating earth moving machinery when a foundation pit is excavated until a limestone formation is exposed in a large area; basically exposing rocks of the bottom of the foundation pit after excavating, wherein rock buds are exposed from a foundation base, and the storage quantity of damic earth among the rock buds does not influence the next procedure construction; adopting weakened loose blasting operation, aiming at solution cracks, intermountain gulches and locally crushing bedrocks, and mechanically crushing and clearing; adopting a complex geophysical prospecting technological means that a high-density resistivity method is combined with a geological radar, arranging a high-density electrical geophysical prospecting wire in a construction site according to an arrangement rule, meanwhile, arranging a detailed exploratory hole in a building planning position, and mechanically picking the solution cracks, the intermountain gulches and the locally crushing bedrocks; adopting sleeve valve cement flour and coal ash slurry injecting constriction and cement flour and coal ash slurry filling constriction by a solution cavity slurry-injection method; and filling and casting concrete. The invention can quicken a work progress and can save construction cost compared with other foundation processing modes.

A ribbed steel bar truss concrete superimposed sheet and a ribbed steel bar truss concrete construction method comprise a prefabricated layer and a superimposed layer. The prefabricated layer comprises a steel bar truss net and a concrete layer arranged on the lower portion of the prefabricated layer. A steel bar truss is composed of a lower chord steel bar, an upper chord steel bar and a web member steel bar connecting the lower chord steel bar and the upper chord steel bar. The steel bar truss net is composed of the steel bar truss, an additional steel bar shelved on the lower chord steel bar and vertical to the steel bar truss and a longitudinal steel bar in the lower portion of the prefabricated layer and parallel to the lower chord steel bar of the steel bar truss in the same plane. A plurality of concrete ribs are arranged on the upper end face of the concrete layer along the longitude direction and arranged in parallel. The superimposed layer is a cast-in-place concrete layer arranged on the prefabricate layer. A steel rib net is buried in the superimposed layer. The superimposed layer is connected with the upper chord steel bar in the steel bar truss of the prefabricate layer. The superimposed layer comprises an upper longitudinal bar and the additional steel bar vertical to the upper chord steel bar, and poured into a whole with the upper chord steel bar in the steel bar truss of the prefabricate layer and the web member steel bar. The ribbed steel bar truss concrete superimposed sheet and the ribbed steel bar truss concrete construction method have the advantages of being reasonable in steel bar overall arrangement, good in economy, convenient to hoist and transport, and effective in solving problem of sheet joint cracking.

The invention discloses a novel reinforcement method for a two-way curved arch bridge comprising the following steps: (1) closing to traffic on a bridge deck, dismantling the bridge deck and auxiliary facilities of the bridge deck and removing fillings on arches; (2) cutting rectangular grooves along the two-way curved arch bridge on the top of an extrados corresponding to an original arch rib; (3) chipping the bottom of the rectangular grooves, planting anti-shear reinforcement bars, erecting a formwork on the extrados on the top of the rectangular grooves, assembling the anti-shear reinforcement bars and pouring concrete to form new arch ribs, of which the height is same relative to the extrados, protruding from the extrados; (4) repairing transverse walls, chipping the sections, which are at the outer side of the transverse walls along the two-way curved arch bridge, of the extrados and the new arch ribs, planting reinforcement bars on the extrados and the new arch ribs which are chipped, erecting the formwork and pouring the concrete; (5) chipping the top of the transverse walls, planting vertical reinforcement bars and erecting new columns for supporting the bridge deck; (6) newly building the bridge deck. The novel reinforcement method for the two-way curved arch bridge has the advantages of being small in dead weight of a bridge structure, good in unity of an old structure and a new structure, low in reinforcement cost, good in adaptability, not restricted by surroundings under the two-way curved arch bridge, unchanged about the original appearance of the two-way curved arch bridge, good in operability and good in application prospect.

The invention relates to a once formed precast concrete shear wall with a heat preserving veneer and a production method thereof. A building structure with an original construction way has higher comprehensive energy consumption and is not beneficial to the environment and energy saving in the construction way. The once formed precast concrete shear wall with a heat preserving veneer comprises a wall body (1) which is connected with an insulating layer (2), a welding reinforcing mesh (3), a sand pulp bonding layer (4) and an architectural surface (5) in sequence, wherein a binding bar is bound with the wall body; the sand pulp bonding layer is connected with a pulp filling pipe (7) passing through the wall body; and the sand pulp bonding layer is provided with an air exit hole (8). The invention is used as a residence industrial all-assembled type construction wall body and a production method thereof.

The invention discloses a combined construction structure which comprises first keels, second keels and an interlayer module; the adjacent two first keels and the adjacent two second keels form a square frame for installing the interlayer module; flanges which are integrated with the corresponding first keels and second keels are arranged on four inner side surfaces opposite to the square frame; elastic buckle-type profile U-shaped first external spacer bars which are laterally buckled onto the first keels, and elastic buckled-type profile U-shaped second external spacer bars which are laterally buckled onto the second keels are also arranged; one of the two buckles of the first external spacer bar of the first keel on the outermost side is buckled on the related flange, and the other is buckled in a first slot; and one of the two buckles on the second external spacer of the second keel on the outermost side is buckled on the related flange, and the other is buckled on a second slot. The combined construction structure has the advantages of good heat isolation and sound isolation effects, convenience and quickness in installation, simple process, good strength and rigidity of main keels, and low cost.

The invention discloses a wireless sensor network experiment teaching system based on a cloud experiment platform, which comprises a desktop virtualization system, a teacher terminal, a student terminal, a monitoring terminal, a cloud experiment platform and laboratory resources. The teacher terminal remotely logs into the cloud experiment platform to perform operations, e.g. preparing an experiment template, releasing data, answering questions online, evaluating experiments, managing scores and the like, and the student terminal remotely logs into the cloud experiment platform to perform operations, e.g. online experiments, exchange, share, score inquiry and the like. The invention constructs a virtual machine in the cloud experiment platform through the desktop virtualization system. Anexperiment system configures a network environment according to an environment provided by the cloud experiment platform. A student is not required to install an experiment software, thereby avoidingcomplicated installation steps and maintenance management. The student and the teacher can freely choose odd hours to do experiment related operations, thereby better solving the problems of single experiment place, fixed experiment time and limited experiment resources.

A parallel-connected elevated road is used for the reverse drive of vehicles and mainly works for urban public transport, and an island type stop is arranged in the middle of the road. The width control of the island type stop of the parallel-connected elevated road is beneficial to saving land and reducing the project cost, and has a method comprising the following step: a stand column of a shelter is arranged at both sides of a platform. Accordingly, spaces of getting on and off the vehicle, waiting for the vehicle, walking and transferring for passengers in the island type stop are wide, and the shelter has reasonable stress and stable and firm structure and is suitable for mounting a contact plate for charging an electric automobile under the shelter.

The invention relates to a splicable flange plate of a bridge. In the invention, one side of the splicable flange plate is provided with a secondary casting cast-in-situ wet joint section; reserved connecting reinforcing steel bars conforming to the structure are respectively arranged at the side of an advanced prefabricated flange and above the flange; and moreover, transverse reinforcing steel bars (vertical to the spanning direction of the bridge) at the upper edge and the lower edge in the splicable flange plate both adopt stressed thick reinforcing steel bars to ensure that the structure can simultaneously bear positive and negative bending moments. The invention establishes a foundation for the design and construction standardization of the splicing and broadening reformation of the bridge, simplifies complicated bridge designs and defines complicated stressing modes. The total cost of the splicable flange plate is greatly reduced, and the social benefit is obviously increased. After the splicable flange plate is applied to the construction of interchange bridges constructed in stages or bridges which are designed by modules and simultaneously constructed, fully-prefabricated splicing can be realized, and the construction schedule is accelerated; the splicable flange plate can be used for guaranteeing the using functions and the integral coordination of a main bridge and is convenient for continuous construction; and the splicable flange plate provides great adjustment leeway for subsequent design optimization and also provides a technical support for upgrading and reforming.

The invention discloses a building construction steel bar connection structure and a connection method, and particularly discloses a plug-in type preformed hole grouting steel bar concentric restraining anchoring lap connection method. The structure comprises a prefabricated concrete shear wall component; a longitudinal steel bar is pre-cast in the component; a preformed hole is formed beside the bottom of the longitudinal steel bar; a grouting hole and a grout outlet hole which are communicated with a wall surface are formed above and below the preformed hole; and strengthening ribs are formed on peripheries of the hole and the longitudinal steel bar. The structure is used for the connection of longitudinal steel bars among prefabricated concrete structural components, and solves the problem that the existing connection construction of steel bars in building industry is complex.

The invention discloses a refrigerating and heating energy-saving system with a heat source tower. The refrigerating and heating energy-saving system with the heat source tower comprises the heat source tower, a screw-rod heat-pump cold and hot water unit and a solution condensing device, wherein the heat source tower is provided with a water inlet pipeline and a water outlet pipeline; the screw-rod heat-pump cold and hot water unit is connected between the water inlet pipeline and the water outlet pipeline; and the water inlet pipeline and the water outlet pipeline between the heat source tower and the screw-rod heat-pump cold and hot water unit are connected with the solution condensing device. The refrigerating and heating energy-saving system with the heat source tower of the invention has the advantages of capability of realizing refrigerating, heating and water heating functions, achieving an energy efficiency ratio (EER) of between 5.2 and 6.2, saving 35 percent of energy than the conventional technology and running continuously, high efficiency, no pollution, capability of running normally at the outdoor temperature of between 10 DEG C below zero and 45 DEG C, suitability for large-size industrial and civil buildings and relevant coal mine industry, small floor area, simple and convenient installation, safe and reliable running and capability of realizing unattended operation.

The invention discloses an insertion prepared hole venting reinforcing steel bar lap joint structure fabricated construction method. In the conventional cast-in-place concrete structure, the connection of reinforcing steel bars is finished before concrete is deposited, so the conventional cast-in-place concrete structure is not suitable for a fabricated construction method of a precast concrete structure. In the method, a precast concrete unit (1) is used; embedded bars (2) are arranged in the precast concrete unit (1); connection reinforcing steel bars (3) are connected beside the embedded bars (2); a hole is reserved beside the embedded bars; reinforcing ribs (4) are distributed on the peripheries of the embedded bars and the hole along the direction of length; and a grouting hole (5) and a venting hole (6) are connected with the interior of the hole. The method is used for the lap joint connection construction of the reinforcing steel bars between precast concrete structures.

The invention relates to an apparatus for processing fecal sewage into reclaimed water at source, belonging to the technical field of environment protection. A collecting and flocculating device connected with a building sewer, a solid-liquid separating device, a sludge sterilizing device, a sewage filtering device, a reclaimed water recycling device and an organic fertilizer fermenting device are included in the technical scheme. The fecal sewage is directly processed by using the apparatus before entering a pipe network. The apparatus is characterized by carrying out solid-liquid separation on the fecal sewage at source, instantly processing the viscous sludge into a loose organic fertilizer and instantly processing the turbid sewage into the reclaimed water which does not contain pathogenic microorganisms. The conventional behindhand mode for the centralized processing of the sewage at a terminal is changed, the construction cost and the running cost are saved, and the environment protection is favorable. The fecal organic fertilizer is recovered and returned to fields to create economic value, the claimed water is recycled to save water resources, and the sewage treatment can be carried out benignly on a profit making rail. The national processing requirements of decrement, harmlessness and resource on pollutants are met. The invention is suitable for processing the fecal sewage of town buildings at source.

The invention discloses a lock device and a series connection type public facility renting system comprising the lock device. The lock device comprises a lock device body, a power source module and a lock mechanism; a processor and a trigger are arranged in the lock device body, and the lock mechanism comprises a lock chain, a charging wire and a lock head, the charging wire is connected between a lock head contact on the lock head and lock body contacts on the periphery of a lock hole, the charging wire is connected with the power source module, three detection points are arranged in the lock device body and are all electrically connected with the processor, and the processor detects the three detection points. The lock device is particularly suitable for a public bicycle renting system, returned bicycles can be directly locked on bicycles on the upper stage, the problem brought by the tidal phenomena of existing one-bicycle one-pile public bicycles is solved, and the construction fund and the maintaining workloads are reduced; in addition, a grouping method is adopted, the problem that failures appear in the serial connection queue, and bicycle renting and returning by a customer is affected is solved, and reliability and practicability of the renting system are greatly improved.

The invention relates to the field of bridge reinforcing and maintaining methods, in particular to a weight-reducing load-increasing durability-prolonging two-way curved arch bridge reinforcing and maintaining method. The method comprises the following steps that traffic on a bridge pavement is closed; arch padding materials are dismantled; concrete pouring is carried out on the upper end faces oftwo way curved arch tiles to increase cross sectional area of the two way curved arch tiles; reinforced concrete pouring is carried out on a main arch rib and a cross beam to increase cross sectionalareas of the main arch rib and the cross beam; and weight-reducing padding materials are arranged, in a filling mode, in the positions where arch padding materials are arranged of the two way curvedarch tiles and spandrel arch tiles, bridge deck structure pouring is carried out on the weight-reducing padding materials to complete arch bridge reinforcing and maintaining. The weight-reducing load-increasing durability-prolonging two-way curved arch bridge reinforcing and maintaining method has the advantaged of reducing self-weight of the structure, improving loading capacity of the structure,improving integral rigidity and stability, prolonging the service life of the structure, and having good application prospect.

The invention relates to a system and a method for monitoring a state of a tower cylinder of a wind turbine generator system. The system comprises first satellite signal acquisition equipment, second satellite signal acquisition equipment and satellite signal processing equipment. As the satellite signal acquisition equipment is arranged on an observation station and a reference station, and the real-time phase differential treatment is performed for acquired satellite carrier signals, the shape change of the tower cylinder is monitored with high precision in real time; and meanwhile, one satellite signal acquisition equipment only needs to be installed on the observation station, so that the wind power plant construction fund is saved.

The invention discloses a power distribution network contact construction sequence optimization method based on the maximum power supply capability. The power distribution network contact construction sequence optimization method based on the maximum power supply capability comprises the following steps of: according to each variable and an optimal feeder line contact construction sequence required in a contact optimization process, establishing an optimal feeder line contact construction sequence model; according to the expandable power supply capability, calculating optimal connecting line scale; calculating the sum of outside-of-station contact positions and the contact datum degree; and searching a maximum weighting contact balance degree to obtain an optimal feeder line contact sequence. According to the method, the connecting line scale is reduced, the contact efficiency is improved, the contact construction fund is saved, the contact distribution is more balanced, the use ratio of the connecting line capacity is higher, and instation transfer load is more, thereby more conforming to a dispatching principle. A TSC parameter in the method can achieve the maximum value in each stage and the whole process, the use ratio of the power grid asset is improved, the optimal feeder line contact construction sequence capable of performing the maximum power supply capability of the power distribution network in each planning stage can be given, and the defect that a main-transformer planning contact number exceeds a main-transformer maximum line outgoing number is overcome.