18results about "Arch dams" patented technology

The invention belongs to the technical field of water conservancy projects, and discloses an extra-high arch dam bank slope dam section concrete first bin high lift layer construction method which comprises the following steps: step 1, determining dam concrete construction layering, step 2, establishing a template support model, step 3, carrying out stress checking calculation and the like. According to the extra-high arch dam bank slope dam section concrete first bin high lift layer construction method, PKPM structural calculation software is combined with the structural form of a dam, the distance from an upstream excavation face is combined, a model is established for structural stress and stability analysis, high lift layer construction is achieved, the highest lift layer height is large, multi-bin parallel one-time pouring is achieved, the pressure of a standby bin is relieved, and the construction efficiency is improved. The construction efficiency is improved. According to the ultrahigh arch dam bank slope dam section concrete first bin high rising layer construction method, the pouring height and quality of each layer can be effectively controlled, the uniformity and compactness of concrete are ensured, and the construction precision of the whole structure is improved.

The application discloses a hyperbolic arch dam aeration ice-melting and anti-icing equipment based on an alpine region, and relates to the technical field of anti-icing. The hyperbolic arch dam body is provided with a lifting structure, an aeration anti-icing structure, a PLC controller, a temperature sensor and a liquid level sensor on the convex curved surface side. The aeration anti-icing structure comprises a plurality of connecting pipes four, and a plurality of pressure relief valves are fixedly connected to the bottom of the outer side of each connecting pipe four. The bottom of the pressure relief valve is fixedly connected with a bubble generator. With the increase of the internal air pressure of the connecting pipe four, the airflow finally breaks through the pressure relief valve and is discharged through the bubble generator, a large number of bubbles are generated, the bubbles agitate the water surface during movement towards the water surface, ice formation on the water surface is avoided, the effect of preventing freezing on the water-approaching side of the hyperbolic arch dam body is comprehensive, and the damage of ice formation to the structure of the water-approaching side of the hyperbolic arch dam body is reduced.

The application discloses a water cushion pond structure for preventing impact on a side slope, which is provided with a horse path, water cushion pond side slopes, a water cushion pond bottom plate and an excavation impact area. A plurality of horse paths and a plurality of water cushion pond side slopes are alternately connected in sequence, and the water cushion pond bottom plate is located between the lowermost water cushion pond side slopes. The excavation impact area is formed at a specified and preset position of the horse path, the water cushion pond side slopes and the water cushion pond bottom plate, the excavation impact area is cut off from the horse path and the water cushion pond side slopes, and the bottom of the excavation impact area is connected with the water cushion pond bottom plate. The falling point area of the pick-up water tongue is located in the excavation impact area, and the excavation impact area is used for receiving the pick-up water tongue formed when the dam body surface hole picks up and discharges flood. The application can ensure that the water cushion pond side slopes and the horse path are not impacted while the engineering quantity is not greatly increased, thereby enhancing the structural stability of the whole water cushion pond and effectively increasing the energy dissipation rate of the pick-up water body.

The utility model relates to an arch dam overhanging body assembly and an arch dam overhanging body structure. The arch dam overhanging body assembly comprises an overhanging body prefabricated formwork and a truss. The inverted suspension prefabricated formwork extends in the first direction. The truss is arranged on the side, in the second direction, of the inverted suspension body prefabricated formwork and connected to the inverted suspension body prefabricated formwork. Wherein the inverted suspension body prefabricated formwork comprises a first embedding part and a second embedding part, and the first embedding part and the second embedding part are arranged at the two ends, in the first direction, of the inverted suspension body prefabricated formwork correspondingly; in the first state, in every two adjacent arch dam overhanging body assemblies, the first embedding part of one arch dam overhanging body assembly is embedded with the second embedding part of the other arch dam overhanging body assembly. Wherein the first direction intersects with the second direction. According to the arch dam overhanging body assembly, the construction difficulty of the multiple arch dam overhanging body assemblies in the connecting process can be reduced.

The invention provides an arch dam intelligent regulation and control assembly type heat preservation formwork and a construction method.The heat preservation formwork structure is of a multi-layer structure and comprises a concrete heat preservation formwork layer located on the inner layer, and a buffer air cushion layer, a water heating layer, a drainage layer and a protective surface layer are sequentially arranged on the outer layer of the concrete heat preservation formwork layer; the protective surface layer is connected with the concrete heat preservation formwork layer through a fixing steel support, and the concrete heat preservation formwork layer is connected with the dam body through embedded bars penetrating through anchoring holes. Rapid concrete pouring is achieved, the internal and external temperature difference of arch dam concrete in the construction period and the operation period is reduced, the destructive effect of ice thrust and ice pulling force is reduced, the construction period is effectively shortened, concrete quality is guaranteed, and arch dam safety is guaranteed.

The invention discloses a prefabricated top arch section drainage structure of a dam drainage gallery, relates to the field of water conservancy projects, and solves the problems that an existing prefabricated top arch section is large in mass and inconvenient to prepare, transport and construct, and drainage holes are prone to failure. Comprising an arc-shaped plate forming the top of the drainage gallery and supporting plates connected with the four edges of the arc-shaped plate and arranged in the vertical direction, the top face of the arc-shaped plate and the four supporting plates define a filtering cavity with the top open, and the total mass of the prefabricated top arch section can be reduced easily; the filtering cavity is filled with water-permeable filler, the top of the water-permeable filler is covered with reverse filtering geotechnical cloth, the arc-shaped plate is provided with drainage holes communicated with the filtering cavity, the water-permeable filler can transmit loads on the upper portion to the arc-shaped plate in a dispersed mode, and concrete is directly cast in place above the reverse filtering geotechnical cloth. Seepage water of cast-in-place concrete can directly permeate into the filtering cavity through the reverse filtering geotechnical cloth and then is discharged from the drainage holes of the arc-shaped plate.

The invention relates to the technical field of humanoid vibration robots, solves the technical problem that the prior art is difficult to adapt to concrete vibration construction operation in a complex unstructured scene, and particularly relates to a double-arm cooperation method of a humanoid vibration robot for unstructured environment operation. The method comprises the following steps: fusing collected multi-source sensor data, constructing an operation environment map, and identifying a target operation area and a target vibration operation position; a generalized comprehensive risk index is constructed to dynamically grade a target operation area, a cooperative motion track of the double mechanical arms is planned, a control instruction is generated, and the crawler-type mobile vehicle body and the double six-degree-of-freedom cooperative mechanical arms are controlled to complete concrete vibrating operation; when obstacle interference exists in an operation area, the double six-degree-of-freedom cooperative mechanical arms complete vibration operation in a cooperative mode. The concrete vibrating device can adapt to complex and changeable unstructured construction environments, and the flexibility, the collaboration and the safety of concrete vibrating operation are improved.

The application provides an arch dam back traffic structure, the arch dam is formed by pouring concrete, and the arch dam back traffic structure comprises: a plurality of I-beam, which are arranged at a preset distance along the circumference of the arch dam curved surface, each I-beam is embedded in the arch dam body at a preset elevation along the radial direction of the arch dam, a part of the length of each I-beam is embedded in the dam body, and the remaining part is in overhang, and the embedded length of each I-beam is greater than or equal to the overhang length; at least two pull rod steels are fixedly connected to the embedded part of each I-beam, the two pull rod steels are arranged on both sides of the I-beam, one end of each pull rod steel is connected to the I-beam, and the other end of each pull rod steel is connected to the exposed steel on the concrete pouring bin surface; a patterned steel plate is laid on the embedded I-beams, and the lower surface of the patterned steel plate is welded to the I-beams. The structure has the advantages of good appearance quality, safety and reliability, and convenient construction.

This invention provides a device and construction method for the first-phase direct burial construction of inclined gate slots in hydropower station arch dams. The device includes a ladder with several operating platforms and ladders connecting the platforms. The lower end of the ladder is set on a sill, and a pre-embedded support is provided on one side of the ladder. The upper end of the ladder is connected to the pre-embedded support via connectors. A main rail slide installation reference seat, a gate lintel installation reference seat, and a water seal plate installation reference seat are provided on one side of the ladder. During construction, the main rail slide installation reference seat, the gate lintel installation reference seat, and the water seal plate installation reference seat provide installation reference surfaces for the main rail, the gate lintel, and the main rail water seal plate, respectively. This device and method have fewer construction steps, and the installation of the gate slot embedded parts does not occupy the straight-line construction period of the dam concrete pouring, which can greatly accelerate the installation progress. During construction, the entire water sealing section of the gate slot embedded parts is laid out in one go, which can effectively avoid the cumulative error caused by multiple measurements and layouts of the water sealing section.

The invention provides a rapid and safe construction method for upstream and downstream concrete blocks of a rock-fill concrete arch dam, and relates to the technical field of rapid construction of rock-fill concrete arch dams. S2, a formwork system is installed; s3, pouring and initial setting; s4, partial mold removal; s5, rock-fill concrete construction; and S6, circulating construction is conducted. Due to the fact that the construction technology is simplified, the production and masonry links of precast blocks are omitted, and the related material cost, the transportation cost and a large amount of labor cost are effectively saved. According to measurement and calculation, by adopting the technical scheme provided by the invention, the project investment can be saved by about 8% compared with the traditional means, and the economic benefit is remarkable.

To obtain the position information of a cable crane at all times and to achieve early warning of the operating status of the cable crane. [Solution] An embodiment of the present invention provides a cable crane monitoring method, device, electronic device, and medium. The method is applied to a cable crane monitoring device and includes a process identification module, an efficiency analysis module, and a safety analysis module. The method includes step 201 of acquiring continuous position information of a cable crane and acquiring material transport process information of the cable crane based on the continuous position information using the process identification module, step 202 of obtaining an efficiency index based on a feature value time and / or process time using the efficiency analysis module, step 203 of obtaining a safety index during cable crane operation using the safety analysis module, and step 204 of issuing an early warning about the operating status of the cable crane based on the efficiency index and a safety distance control index.

This invention discloses a deep-hole arrangement structure for flood discharge and energy dissipation in a high arch dam, belonging to the field of water conservancy and hydropower technology. It includes a group of deep holes and a group of surface holes in the high arch dam. The group of deep holes comprises 5 to 7 flood discharge deep holes, arranged as follows: the outlet angle of the centrally located flood discharge deep hole is arranged in a downward angle, with an angle of -5 to -2°. The group of surface holes comprises 4 to 6 flood discharge surface holes, which are arranged alternately with the flood discharge deep holes. This invention effectively solves the problem of water jets from the downward angled deep holes impacting the inner side of the water cushion pond wall.

This invention provides an open-type guide wall pier head, belonging to the field of water conservancy and hydropower engineering technology. The guide wall pier head is designed as a circular arc guide wall pier head, an elliptical guide wall pier head, and a straight guide wall pier head. It also proposes a permissible lateral water level difference Δ in the surface orifice drainage channel. h允 Based on the calculation formulas and combined with the maximum discharge unit width flow rate of the orifice, calculation formulas for the dimensions of various parts of the circular arc guide wall pier, elliptical guide wall pier, and straight guide wall pier were determined, providing effective support for the design of spillway structures in water conservancy and hydropower projects. The determination process does not require hydraulic model testing, offering advantages such as a short design cycle and low cost.

The invention relates to flood discharge and energy dissipation facilities in water conservancy and hydropower engineering, discloses a high arch dam plunge pool structure with a composite energy dissipation effect, and is mainly used for solving the problems that in an existing plunge pool structure, the impact force of a water flow impact area is too large, and the overall energy dissipation effect is poor. The partition wall is additionally arranged on the basis of a traditional plunge pool structure, the pressure peak value and the pulsation amplitude of the plunge pool bottom impacted by water flow can be reduced, accordingly, the risk of erosion and damage to the pool bottom structure caused by water flow impact is weakened, the service life of the structure is prolonged, and the water flow stability and the structure safety of the whole energy dissipation structure are improved; a water flow shear collision energy dissipation area and a water flow intersection area in a composite flow state are constructed through the partition wall and the through holes in the partition wall, space intersection and momentum exchange are formed in the second-stage plunge pool area through falling water flow and horizontal high-speed jet flow, attenuation dissipation of water body energy is promoted, and the action range of efficient energy dissipation is expanded.

The application discloses a construction method of installing a steel structure elevator shaft outside a dam of a hydropower station, comprising the following steps: 1, assembling a foundation section H-shaped assembling part and a standard section H-shaped assembling part; 2, installing a foundation section shaft on a concrete foundation; 3, sequentially installing at least two standard section shafts from bottom to top at the top end of the foundation section shaft; and 4, sequentially constructing a connecting truss on the auxiliary frame layer at the bottom of each standard section shaft from bottom to top. The application sets the connecting truss on each standard section shaft, which helps to improve the stability of the whole steel structure elevator shaft. The construction method combines a hoisting device, a self-locking working platform and a construction basket, and alternately uses the hoisting device to hoist the self-locking working platform and the steel member required for assembling the steel structure elevator shaft. With the lifting of the self-locking working platform, the purpose of sequentially installing at least two standard section shafts from bottom to top at the top end of the foundation section shaft is achieved.

The invention relates to the field of engineering, and discloses an arch dam concrete pouring bin surface drainage structure and a construction method.The drainage structure comprises a plurality of water collecting pits, a plurality of drainage pipes and a dam rear drainage ditch, and the water collecting pits are formed in the top of a dam body; the inlet end of the drain pipe is positioned at the bottom of the sump; the dam rear drainage ditch is arranged at the rear end of the dam body, and the outlet end of the drainage pipe is located in the dam rear drainage ditch. The construction method is used for constructing the drainage structure. The dam has the beneficial effects that accumulated water in the sump can be conveniently discharged to the dam through the drainage pipe, the dam rear drainage ditch is further arranged behind the dam, water flowing out of the outlet end of the drainage pipe can conveniently enter the dam rear drainage ditch, the accumulated water at the top of the dam body is discharged according to a designed path, and freezing on the bin surface is prevented; the quality of concrete and the dam body is ensured, water accumulation and freezing are prevented when construction workers go up and down the channel, and the safety of the construction workers is ensured.

The utility model discloses an arch dam and a reinforcing structure of a dangerous grouted rubble arch dam, and belongs to the field of arch dam reinforcement, and the reinforcing structure of the dangerous grouted rubble arch dam comprises a waterproof layer; a filling layer; the reinforcing assembly is used for being connected with the downstream side of the dangerous grouted rubble arch dam; one end of each joint bar is used for being connected with the downstream side of the illness mortar masonry arch dam, and the other end of each joint bar is connected with the reinforcing assembly; wherein the waterproof layer is used for being filled in the gap of the disease-danger grouted rubble arch dam, or the filling layer and the waterproof layer are sequentially used for being filled in the gap of the disease-danger grouted rubble arch dam. The technical effect of the utility model is that: it is convenient to effectively deal with illness problems.

The utility model provides a concrete dam crest hidden type drainage structure system which comprises an upstream concrete dam crest and a downstream concrete dam crest which are respectively provided with a transverse slope, an upstream wave wall is arranged on the end face of the upstream concrete dam crest, and a downstream guardrail is arranged on the end face of the downstream concrete dam crest. A plurality of water inlets and water collecting grooves are formed in the bottom connecting side of the upstream wave wall or the downstream guardrail. Dam crest collected water flows through the water inlets and the water collecting grooves and then flows to the upstream face of the dam through a drainage pipeline in the dam for drainage. The dam crest drainage system has the advantages of being suitable for concrete gravity dams and arch dams and solving the problems that a traditional dam crest drainage system is disordered in arrangement and the dam face is scoured.