177 results about "Gabion" patented technology

The utility model discloses a slope protection device, which relates to the technical field of slope protection, and comprises a gabion grid main body, the gabion grid main body comprises a third gabion net, the outer wall of the third gabion net is rotatably connected with four second gabion nets at equal intervals in the circumferential direction, the outer walls of the four second gabion nets are attached to each other, and the gabion grid main body comprises a gabion grid main body. The top end of one second gabion net is rotationally connected with a first gabion net, the first gabion net makes contact with the upper surfaces of the four second gabion nets, and edges are formed at the connecting positions of the first gabion net, the second gabion nets and the third gabion net. And a protection mechanism for supporting and protecting the edges is arranged on the gabion grid main body. By means of the protection mechanism, the edges of the gabion main bodies with different shapes can be efficiently reinforced, and therefore the problem that the edges of the gabion main bodies deform in the assembling process is effectively solved.

The invention provides a test model of a soil slope rain wash protection device and a design method, and belongs to the technical field of engineering simulation tests. The test model comprises a test soil slope; each protection test group comprises at least one protection unit, the protection units of different protection test groups are different in at least one of size, number and spacing, each protection unit comprises a protection structure, the protection structure comprises a gabion mesh cage and broken stones located in the gabion mesh cage, and the broken stones are arranged in the gabion mesh cage. The two opposite sides of the protection unit in the width direction are a back plane and a step surface respectively; the pressure sensor group is arranged at the target position of each protection unit; the deformation sensors are arranged on the step surfaces of the protection units; the dust and sand box is arranged on the ground in front of the slope surface of the test soil slope and is used for collecting the amount of muddy water falling from the test soil slope; and the rainfall model is used for simulating a rainfall scene. The slope protection structure meeting the stress requirement can be designed according to a specific soil slope.

This invention pertains to the field of tunnel structure testing technology, specifically a stiffness coordination testing structure and method for actively unloading gravel-reinforced structures. It includes two supports, on which a gabion cage is mounted. Several tension rod assemblies are installed on the gabion cage, each with a strain gauge connected to a static strain gauge. Two I-beams are positioned on the upper surface of the gabion cage. A reaction frame is located on the experimental platform, with jacks positioned between the reaction frame and the I-beams on the upper surface of the two I-beams. A non-contact full-field strain measurement system is also installed on the experimental platform to measure the displacement data of the lower edge of the gabion cage. This method can simulate the working state of an actively unloading gravel-reinforced structure in a tunnel indoors, realistically reproducing the stress and unloading mechanisms of such structures and reflecting the overall stiffness evolution characteristics.

The utility model discloses an overflow type immersed roadbed structure. A roadbed main body is composed of backfilled gravelly soil and slope protection; a roadbed backfilling area is arranged below the pavement structure layer, the roadbed backfilling area is composed of backfilled gravelly soil, and an overflow channel is arranged on the geological condition stable side of the roadbed; a high-pressure jet grouting diaphragm wall is arranged in the center of the roadbed, and the bottom of the high-pressure jet grouting diaphragm wall extends to bed rock; by means of the design of the overflow channel, it is guaranteed that flood can be smoothly discharged under the condition of the designed flood level, the situation that the roadbed is damaged due to the fact that the flood overflows the dam is avoided, the overflow channel foundation is reinforced through consolidation grouting, and it is guaranteed that the overflow dam structure is stable and safe; through the design of the high-pressure jet grouting diaphragm wall and the gabion protection slope, the stability of the roadbed under the condition of high water level is ensured, and the risks of leakage and landslide are reduced.

The invention relates to the crossing field of water conservancy projects and computer simulation technologies, in particular to a river and canal protection engineering failure dynamic judgment and boundary updating method, which comprises the following steps of: marking a protection engineering area and setting the protection engineering area as a non-scour boundary during simulation initialization, and calculating hydrodynamic parameters such as water depth and flow velocity in each time step; comparing with the water depth-flow velocity relationship of a gabion, the design flood control standard of a stilling pool, the bottom elevation of an anti-scour wall and other anti-scour thresholds, if the thresholds are exceeded, judging that the boundary is invalid and dynamically updating the boundary to be a scoured boundary, and continuing simulation by combining dynamic dry and wet grid judgment and GPU parallel calculation; according to the method, water flow-sediment-riverbed-protection engineering collaborative simulation is achieved, the progressive damage process is precisely restored, the erosion and deposition simulation error is lower than 9%, universality is high, and a reliable quantification tool is provided for flood control safety evaluation and optimization design of wading projects such as river and canal crossing engineering.

The present application relates to the technical field of hydraulic engineering construction, and discloses a lifting appliance for underwater hoisting of flexible gabion, which comprises a frame body, wings on the top and bottom of the frame body, and a limiting throwing assembly on the frame body. The frame body is welded from a rectangular steel plate and a channel steel, and is matched with a limiting hoop and upper and lower wings, so that the overall rigidity is strong, the carrying capacity is prominent, the double adjustment mechanism of main steel wire rope hoisting and manual control angle of traction rope can be used to flexibly adjust the underwater posture of the lifting appliance, the frame body provides a stable operation platform during the gabion filling stage, additional binding and fixing are not needed, the stone filling speed is effectively improved, the deformation of the flexible gabion during the filling, hoisting and launching process can be effectively constrained through the cooperation of the frame body, bottom plate, side plate and extension plate, and the displacement of the gabion due to the influence of water flow can be avoided, so that the flexible gabion can be thrown into the required area.

The utility model discloses a kind of stable gabion net of built-in reinforcing rib, belong to gabion net technical field, this stable gabion net of built-in reinforcing rib, including gabion net body, the gabion net body includes U type net;The both sides of the U type net are fixedly connected with side edge net, and the one end of the U type net is rotatably connected with cover plate net;The inside of the gabion net body is provided with the firm mechanism for increasing the gabion net body, and the inside of the firm mechanism is provided with the connecting mechanism for preventing the firm mechanism from displacement or shaking in the gabion net body.The utility model is equipped with firm mechanism, and the strength of supporting rod piece is increased to the gabion net body, while ensuring to provide sufficient strength, the amount of material is reduced as far as possible, and it is convenient to quickly assemble and disassemble by the way of clamping, compared with the strength increase by board, reduce the material cost and processing cost of gabion net.

The cofferdam structure suitable for the seasonal river in the mountainous area comprises a grouting platform and a closure embankment which are arranged on the upstream side and the downstream side respectively, and a cofferdam body structure is formed between the grouting platform and the closure embankment by backfilling rock ballast mixtures. The cofferdam main body structure covers the top of the closure embankment; the grouting platform comprises a backfill layer, a water-resisting layer and a protective layer; an anti-seepage body is arranged in the grouting platform, and the bottom of the anti-seepage body is embedded into the bed rock; a geotechnical cloth layer, a transition material layer and a steel bar gabion are sequentially arranged at the top of the cofferdam main body structure from bottom to top, and the steel bar gabion extends towards the two sides to the top of the grouting platform and the downstream side of the closure embankment correspondingly; a drainage pipeline is arranged on the reinforced gabion at the top of the cofferdam body structure, and the two ends of the drainage pipeline extend below the water level of the upstream side and the downstream side of the cofferdam body structure respectively. The stability of the cofferdam structure is improved, and the construction cost is reduced.

The invention discloses a construction method for repairing a digging and brushing disaster of a river-side high and steep gabion cage retaining wall foundation, and belongs to the technical field of water conservancy and hydropower bank slope water-side maintenance engineering construction processes. The construction method for repairing the digging and brushing disasters of the high and steep gabion cage retaining wall foundation near the river is convenient to construct and operate, and the stability and safety of a disaster repairing part can be remarkably improved. According to the construction method, in the dry season, a shoal construction area comprising a digging and brushing disaster section is defined in a high-speed flow river channel through tetrahedron strings, and then a concrete pouring formwork with the narrow outer portion and the wide inner portion is erected in the shoal construction area; then, the shoal construction areas on the two sides of the concrete pouring formwork are filled with block stones, and hollow disaster area cavity concrete pouring and block stone filling area concrete pouring are carried out based on the filled block stones; and finally, the river-adjacent high and steep gabion cage retaining wall repair foundation which comprises the tetrahedron string surrounding structure, a concrete pouring formwork, cavity concrete emptied in the disaster area and concrete in the block stone filling area is obtained through maintenance.

This utility model relates to the field of river management engineering technology, specifically to a gravity retaining wall for river landscape. It includes a base slab and a wall body. The water-facing side of the base slab is equipped with a toothed wall and pre-embedded U-shaped steel bars, connected to gabion cages by steel wire ropes to resist erosion. Pre-embedded stones on the top surface of the base slab enhance its interlocking with the wall body. The water-facing side of the wall body is faced with pebbles to enhance its aesthetics, and a planting groove is provided at the top for planting greenery. The wall body has a built-in dual drainage system: a first drainage pipe directs water from behind the wall into the planting groove for irrigation, and a second drainage pipe is dedicated to pressure relief drainage; both have a slope of 5%. This utility model integrates flood control, landscape, and ecological functions, solving the problems of poor water affinity and insufficient erosion resistance of traditional retaining walls.

An underwater gabion (1000) is disclosed. The disclosed underwater gabion (1000) is characterized in that panels (100) (Panel) in which wires are formed in a grid pattern are joined together with adjacent panels (100) (Panel) to form a hexahedron, and the panels (100) (Panel) are welded at the points where the wires intersect.

The application discloses a water conservancy slope construction process for ecological restoration, relates to the technical field of slope ecological restoration of water conservancy projects, and adjusts the slope of a river embankment through stacked stone cage net boxes; meanwhile, the net cage structure of the stone cage net box enables suspended matters and silt in water to be deposited in the gaps of the stone blocks, prevents excessive scouring of the silt, and, with the flexibility of the stone cage net, stabilizes the foundation to reduce uneven settlement of the foundation; further, an ecological concrete layer is cast in situ on the stone cage net box, and a geotechnical unit is laid on the ecological concrete layer; the three-layer impact resistance of porous bricks + the geotechnical unit + ecological concrete resists the scouring of water flow with a higher flow rate, meanwhile, nutrient soil fills the pores of the ecological concrete, the geotechnical unit solidifies the soil, and the plant root system can penetrate the ecological concrete and enter the stone cage net, so that the stability of the plants is strengthened; the process organically combines the flexibility of the stone cage net, the porosity of the ecological concrete, the soil solidification of the geotechnical unit and the rigidity of the porous bricks, and forms a composite slope protection system with layered defense.

The invention belongs to the technical field of gabion net production, and particularly relates to gabion net production equipment which comprises a rack, a feeding guide device arranged on the upper portion of the rack, a fixed-length conveying device and a cutting marking device. The fixed-length conveying device comprises a driving part, two conveying rollers which are arranged up and down and rotate relatively, and a transmission mechanism located outside the side wall of the rack. The driving piece is coaxially connected with any conveying roller, and the conveying roller located on the upper portion is connected with the transmission mechanism; the two conveying rollers are used for conveying a mesh to the cutting and marking device so that the cutting and marking device can cut and mark the mesh at a fixed frequency; the cutting and marking device comprises a power transmission mechanism, a cutting mechanism and a marking mechanism, the power transmission mechanism is connected with the other end of the pawl, and swinging of the pawl is converted into vertical movement of a cutter of the cutting mechanism and a marking punch of the marking mechanism, so that the mesh is cut and marked.

The utility model belongs to the technical field of retaining walls, and particularly relates to a gabion net retaining wall device which comprises four supporting columns, the upper faces and the lower faces of the four supporting columns are right-angled triangles, the two side faces of the four supporting columns are rectangular, two strip-shaped plates are connected between every two adjacent supporting columns, and the two strip-shaped plates are the first strip-shaped plate and the second strip-shaped plate respectively. The first strip-shaped plates are connected to the upper portions of the supporting columns, the second strip-shaped plates are connected to the lower portions of the supporting columns, in this way, the four supporting columns, the four first strip-shaped plates and the four second strip-shaped plates are matched to form a frame, gabion nets are connected to six faces of the outer side of the frame, first positioning connecting plates are arranged on one outer side faces of the supporting columns, and second positioning connecting plates are arranged on the other outer side faces of the supporting columns. According to the retaining wall body, the gabion net body can be fixed on the outer surface of the frame body more firmly, the gabion net body is not prone to deformation and disintegration, a plurality of adjacent gabion net cages can be tightly connected, and the stability of the whole retaining wall body is improved.

The utility model relates to the technical field of gabion nets, in particular to an impact-resistant gabion net which comprises a frame plate, the frame plate is in a cube shape, second protection plates are arranged on the portions, close to the inner side faces, in through grooves, first protection plates are arranged on the portions, close to the outer side faces, in the through grooves, and a top cover is hinged to the top of the frame plate. Cross-shaped reinforcing plates are arranged on the four faces of the outer wall of the frame plate, and the reinforcing plates are installed between the positioning blocks and the limiting blocks. According to the impact-resistant gabion net, the frame plate with the five through grooves is arranged, the top cover is rotationally connected with the frame plate through the hinges, the first protection plate and the second protection plate are matched with the five faces of the frame plate and the top cover, double-layer protection is achieved, the abrasion-resistant rods are arranged in a staggered mode for preliminary impact protection, and under the cooperation of the protection net on the second protection plate, impact protection is achieved; and the reinforcing plates are matched with the periphery of the frame plate, connection protection is further conducted on the outer wall of the frame plate, and the overall impact scattering influence is reduced.

This utility model relates to a riverbank structure that integrates pollution mitigation and ecological greening, belonging to the field of riverbank structure technology. It includes a polluted soil layer along the riverbank and a riverbed. A barrier mechanism is provided on the right side of the polluted soil layer. The barrier mechanism includes a first clay impermeable layer, a first ecological gabion retaining wall, a soil layer, a second clay impermeable layer, two second ecological gabion retaining walls, and ecological greenery. This riverbank structure, integrating pollution mitigation and ecological greening, isolates the polluted soil layer from the riverbed by setting the first clay impermeable layer and the first ecological gabion retaining wall on the right side of the polluted soil layer, preventing liquid pollutants from flowing into the riverbed. When the first clay impermeable layer is damaged, the second clay impermeable layer can provide further protection. The two second ecological gabion retaining walls enhance the stability of the riverbank structure and reduce the risk of breaches.

The application discloses a kind of face plate rock-fill dam foundation drainage structure and its construction method, it is related to drainage structure technical field, including face plate rock-fill dam, drainage hole is opened in the foundation of face plate rock-fill dam, the in-hole mouth outside of drainage hole is provided with reinforced stone cage, the in-hole mouth inside of drainage hole is provided with concrete retaining wall, and concrete toe plate is arranged on face plate rock-fill dam.The application sets up foundation drainage structure in the range of face plate rock-fill dam foundation in the higher topography of concrete toe plate downstream, drains dam seepage water, avoids the possibility that face plate bottom generates reverse water pressure, influences safety;Drainage hole is constructed together during dam foundation excavation by drilling and blasting method, and construction is convenient, and drainage hole outlet is located in dam downstream, and road or inspection passage can be directly set, and daily maintenance personnel can conveniently enter and exit;Drainage hole structure discharge capacity is large, and it is not easy to block, and dam seepage water can be effectively drained, so as to reduce the reverse water pressure that face plate bears.

The utility model provides a kind of ecological revetment system with rainwater purification function, including revetment main body, scouring prevention zone, intercepting zone and purification zone;Scouring prevention zone is set to revetment upper end, including multiple flatly laid block stone;At least two levels intercepting zone are arranged in ladder shape interval along revetment gradient direction, at least one intercepting zone is adjacent to scouring prevention zone, and at least one intercepting zone is adjacent to water body, and intercepting zone includes gabion retaining wall;Purification zone is set between adjacent intercepting zone, including aquatic plant.The utility model reduces the scouring of rainwater to soil by the cooperation of scouring prevention zone, intercepting zone and purification zone, and realizes the effective purification of rainwater, enriches revetment ecological system simultaneously, organically combines soil protection, rainwater purification and vegetation planting, and constitutes a complete ecological system.

The utility model relates to the technical field of gabion gabions, and discloses a gabion gabion positioning device convenient to install, which comprises a mesh cage, a plurality of fixing plates are arranged on the front side and the rear side of the mesh cage, fixing blocks are fixedly connected to the close sides of the interiors of the fixing plates, and sliding plates are slidably connected to the interiors of the fixing plates. The top of each sliding plate is fixedly connected with a sliding block, the top of each sliding block is fixedly connected with one first check block, the bottoms of the fixing blocks are fixedly connected with the other two first check blocks, the interiors of the fixing plates are slidably connected with pull rods, and the close sides of the pull rods are fixedly connected with one connecting block. According to the gabion, the phenomenon that the mesh cage inclines or laterally moves due to uneven pressure is avoided, the gabion structure is more stable, the fixing plate can limit the deformation degree of the mesh cage, the shape of the mesh cage is kept, and the normal use function of the gabion is ensured.

The application relates to a gabion, relates to the technical field of building engineering, and comprises a cage body framework, a cover plate, a supporting frame and a plurality of outer protective net plates. The cage body framework is fixedly connected to the supporting frame, the plurality of outer protective net plates are circumferentially arranged on the outer circumferential wall of the cage body framework, the cover plate is rotationally connected to the top end of the cage body framework, a plurality of supporting plates are arranged on the supporting frame, the plurality of supporting plates are all connected to the supporting frame, the plurality of supporting plates are one-to-one correspondingly arranged with the plurality of outer protective net plates, and the plurality of supporting plates can be sequentially abutted to form a special-shaped supporting surface. The supporting plates in the application are abutted with each other to form a stable triangular supporting surface, the gravity of the filling material can be well dispersed, the filling volume of the gabion filled with the filling material is reduced by forming the supporting surface, the use amount of the filling material is effectively reduced, and the application has the effect of improving the stability of the gabion.

The application relates to the technical field of bank protection structures, and discloses a flood control and slope protection ecological sponge toughness bank protection structure which comprises a soil body, a slope protection mechanism, a bank protection mechanism and a water storage mechanism, the bank protection mechanism comprises a base groove arranged on the upper surface of the soil body. The ecological sponge toughness bank protection structure can improve the scouring resistance and stability of the soil body through the gabbion layer, the ecological floating island layer can purify water, the demand for ecological restoration is met, the overall stability, drainage performance and scouring resistance can be improved through the base groove, the reserved opening, the main frame layer, the reinforcing rib and the stone blocks, the filter isolation layer prevents fine particulate matters from flowing away with flowing water, the sponge body layer provides water absorption and storage functions, the ecological bag layer provides vegetation coverage, the two layers are in synergistic action, the ecological benefits and flood control capacity of the bank protection structure are improved, and the medium properties and drainage performance required for the seed germination and growth are ensured through the vegetation planting layer.

The present application relates to the field of water conservancy disaster prevention and mitigation, and particularly relates to a debris flow automatic diversion dredging and sand blocking-stopping combination structure and a construction method. The combination structure comprises a plurality of automatic diversion dredging and sand blocking-stopping units arranged in sequence along the flow direction of the river water, each unit comprising a crescent-shaped diversion structure, a self-dredging sand blocking dam structure and a funnel-shaped sand stopping field structure. The crescent-shaped diversion structure is distributed in a crescent shape by concrete columns or gabion columns and connected by impermeable geotextile, filled with soil and stone mixture and covered with vegetation on the top. The self-dredging sand blocking dam structure is transversely arranged in the river, provided with a drainage hole, a gate and an overflow port. The funnel-shaped sand stopping field structure comprises an inclined slope, a funnel-shaped sand stopping pool and a sand discharge hole, and is provided with a planting groove on the periphery. The combination structure arranged in the river can effectively intercept debris flow and realize automatic diversion dredging, reduce manual maintenance, improve the effect of disaster prevention and mitigation, and has the function of ecological restoration.

The utility model discloses a kind of impact-resistant gabion net for ecological management belongs to gabion net technical field, and the impact-resistant gabion net for ecological management includes mounting frame, first gabion net is detachably installed in the mounting frame, limiting mechanism for fixing the position of first gabion net is fixedly installed in the mounting frame, second gabion net is slidably connected in the mounting frame, the first gabion net is located in the front of second gabion net, adjusting mechanism for adjusting the position of second gabion net is fixedly installed in the mounting frame, the superposition of first gabion net and second gabion net can improve the impact resistance of gabion net whole, avoid gabion net deformation when being impacted, the mesh size between first gabion net and second gabion net can be adjusted by adjusting mechanism, applicable to different scenes, improve the practicality of gabion net.

This utility model relates to the field of hydraulic engineering technology, specifically an overflow weir-type gabion. The gabion includes: a gabion dam body, which is a gabion structure distributed in several stepped layers. The uppermost layer of the dam body has an overflow outlet for drainage. The dam body is located at the bottom of the erosion gully; two sets of vertical gabion walls, located on either side of the dam body; and several slope-mounted anti-seepage walls, spaced apart on the outside of the two sets of vertical gabion walls and laid on the surface of the erosion gully slope. This utility model avoids the need for vertical excavation to both sides of the gully banks during shoulder construction, which causes large-scale disturbance to the original slope and damages the original soil structure. It also significantly reduces the amount of excavated earth. Simultaneously, the stepped energy dissipation structure effectively reduces the energy of the incoming water, further reducing the size of the main structure and the amount of materials used. This significantly shortens construction costs and time, improving the long-term stability and durability of the project.

The utility model discloses a high anti-corrosion alloy steel wire gabion net which comprises a bottom support, a supporting frame installed above the bottom support and a cover plate movably installed on the outer side of the supporting frame, brackets are welded in the bottom support at equal intervals, and the upper portion of the bottom support is fixedly connected with the supporting frame through a middle frame. A metal frame A is welded in the middle frame, and a metal frame B and a metal frame C are installed on the surface of the metal frame A in a crossed mode; the two ends of the bottom support are fixedly connected with the supporting frame through the side plates, and the bottom support, the supporting frame, the middle frame, the cover plate and the side plates are all coated with alloy steel wire meshes of gabion meshes and are filled with stones, so that normal use can be achieved. The middle frame is located between the bottom support and the supporting frame, when the cover plate is covered, the middle frame provides supporting force for the cover plate, in the using process, the gabion net frame composed of the bottom support and the supporting frame is effectively kept not to deform, the good supporting and protecting effect is achieved, and therefore the corrosion resistance is good, and the service life is prolonged.

The utility model belongs to the technical field of gabion nets, and particularly relates to an anti-skid gabion net convenient to install, which comprises stand columns, a bottom plate and a top plate, the stand columns are fixedly installed on the bottom plate, the top plate is fixedly connected to the tops of the stand columns, the stand columns are provided with sliding grooves, the sliding grooves are in sliding connection with sliding blocks, the sliding blocks are arranged on an installation frame, and a net frame is installed in the installation frame 2. And a gabion net is arranged in the net frame. The gabion net cage is formed by splicing a plurality of plate bodies, the gabion net cage is simple in structure and rapid and convenient to install, and sliding of internal stones can be reduced through internal fiber woven cloth.

The utility model belongs to the technical field of flood control, and discloses a gabion net flood control protection device which comprises a first frame, a second frame and a protection net cover, the first frame is rotationally connected with a first supporting rod, the second frame is rotationally connected with a second supporting rod, and the first supporting rod is rotationally connected with the second supporting rod. The first supporting rod and the second supporting rod are jointly in threaded connection with a threaded sleeve, the first frame is fixedly connected with a clamping device, the clamping device comprises an I-shaped block and two sets of positioning blocks, the two sets of positioning blocks are fixedly connected with the first frame and the second frame respectively, the positioning blocks are provided with convex grooves, and the I-shaped block is in sliding connection with the inner walls of the convex grooves. The protective net cover is detachably connected with the first frame and the second frame, and the first supporting rod and the second supporting rod are rotatably connected, so that the gabion net can be folded, much space cannot be occupied during transportation, and more gabion nets can be transported at a time.

The utility model discloses a gabion net reinforcing device for water conservancy, which belongs to the technical field of gabion nets and comprises a supporting plate, a connecting plate, a connecting plate, a connecting plate, a connecting plate, a connecting plate, a connecting plate and a connecting plate, and is characterized in that the supporting plate is used for being connected with corners of the gabion net; the supporting unit comprises at least one supporting rod assembly and two supporting rods matched with the supporting rod assembly in a guiding and inserting mode, the end of each supporting rod is provided with a hanging part, and the hanging parts can be matched with the hanging columns in a hanging mode; during use, the supporting plates are fixed to the corner positions of the gabion net, then the length of the supporting rod assembly is adjusted, the two ends of the supporting rod assembly are connected with the hanging columns of the two supporting plates in a hanging mode, outward supporting force is provided for the two supporting plates, and face supporting of the gabion net is achieved; the supporting rod assemblies are arranged on the four faces of the gabion net to support the supporting plates at the corners, supporting can be provided for the four side faces of the gabion net, the gabion net can be effectively prevented from being twisted and inclined, stone blocks can be conveniently and regularly stacked in the gabion net, construction is more standardized, and the construction quality is improved.

The utility model belongs to the technical field of water and soil conservation engineering, and particularly relates to an ecological bag net cage check dam. The ecological bag net cage is formed by building a plurality of ecological bag net cage units, each ecological bag net cage unit comprises a gabion net cage, an ecological bag filling body is arranged in each gabion net cage, each ecological bag filling body is composed of a plurality of ecological bags, a cavity is formed in the center of each ecological bag filling body, and each cavity is filled with soil. The ecological bags are used as fillers in the gabion net cage, so that the stability is high, and meanwhile, the building cost of the check dam is reduced.