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41 results about "Soil zone" patented technology

The water which exists in unsaturated zone is called soil-water and is held in the pores of soil particles by some force or the other. This water is readily used by plant roots. ... It is the zone of soil mass which remains saturated for the whole year. The lower limit of this zone is indicated by some type of impervious rock underlying the soil mass.

Calculation method for ascending and descending amount of top face of low embankment of ballastless track under expansion-shrinkage action of expansive soil foundation

ActiveCN105868484AReasonably determine the treatment measuresEnsure safetyGeometric CADRailway tracksDry seasonEngineering
The invention relates to a calculation method for ascending and descending amount of a top face of a low embankment of a ballastless track under the expansion-shrinkage action of an expansive soil foundation, so as to reasonably determine the ascending and descending amount of the top face of the low embankment under the expansion-shrinkage action of the expansive soil foundation in the flooding period, rainy seasons, dry seasons and the like, and provide bases for design of the low embankment of the ballastless track in the expansive soil zone. The calculation method is simple, easy for obtaining parameters, clear in physical meaning and capable of adapting to actual engineering demands. The method includes the following steps: (1) modifying the cross section of the rear low embankment by considering influence of the depth-width ratio of the embankment; (2) adopting the Boussinesq theory to calculate additional stress on the foundation under the modified low embankment load, and determining a modified low embankment calculation model; (3) calculating the ascending and descending amount of the top face of the low embankment under the expansion-shrinkage action of the expansive soil foundation by taking into consideration the 'compression' effect and 'unloading arch' effect of a low embankment body under the expansion-shrinkage action of the foundation.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD

Device for simulation of well drilling in frozen soil zone

ActiveCN108104716APrecision drillingStable, safe and efficient drilling operationsSurveyDrilling machines and methodsWell drillingThermal water
The invention provides a device for simulation of well drilling in a frozen soil zone and belongs to the field of well drilling. The device comprises a simulation experiment device, a hot water circulating injecting device and a data collecting and analyzing device, and the simulation experiment device is used for simulating well drilling in the frozen soil zone. The simulation experiment device comprises simulated frozen soil, a simulated well part, a simulated drilling column and a simulated drill bit, the simulated well part is formed in the simulated frozen soil, when the simulated drilling column and the simulated drill bit are arranged in the simulated well part, a gap is reserved between the simulated drilling column and the well wall of the simulated well part, and the simulated well part can downwards move. The hot water circulated injecting device is used for injecting a drilling fluid into the simulated drilling column, controlling the temperature of the drilling fluid and enabling the drilling fluid to be circulated in the simulated drilling column, the simulated drill bit, the gap and the hot water circulated injecting device. The data collecting and analyzing device is used for collecting parameters of the simulated well part in the downwards-moving process and determining the change rule of the parameters along with downward moving of the simulated well part. According to the device for simulation of well drilling in the frozen soil zone, the rule of well part sinking in the process of well drilling in the frozen soil zone can be simulated, and thus reliablereference is provided for actual well drilling.
Owner:CHINA UNIV OF PETROLEUM (EAST CHINA) +1

Cross-pulling construction method for soft soil zone with high ground water level

ActiveCN101749028AEnsure construction safetyRealize underground excavation constructionShaft sinkingTunnelsWell drillingSteel bar
A cross-pulling construction method for soft soil zone with high ground water level relates to the technical field of underground construction, and aims to solve the technical problem of non-excavating construction in the soft soil zone with high ground water level. The construction method comprises the following steps: 1) setting working wells on the underground on the two ends of a pipe culvert with a well drilling method and a drop shaft sinking method; 2) laying reinforcing steel bars or wire ropes between two work shafts with a horizontal directional drilling technology along the object axes; 3) inlaying precipitation well point pipes between two ground working wells along the project axes; 4) using the two noses on the two ends of the pipe culvert to make the noses and the standard pipe culvert pipe sections on the two sides continuously and oppositely advance in pair; 5) precipitating for the well point pipe which is positioned between the horizontal pipe culverts and adjacent to the pipe culvert; 6) cross-pulling the horizontal pipe culverts to advance to the position of the well point pipe, and pulling out the well point pipe; and 7) cross-pulling the horizontal pipe culverts: continuing the step 4) and the step 6) in cycle until the successful butt join of the pipe culverts. The invention has the characteristic of ensuring the safety of underground construction.
Owner:SHANGHAI GUANGLIAN ENVIRONMENTAL & GEOTECHNICAL ENG CO LTD

Soft soil foundation treatment and construction method by using mixing pile and anti-floating anchor rod

The invention discloses a soft soil foundation treatment and construction method of a mixing pile anti-floating anchor bar, which specifically includes the following construction process: construction preparation → pile driver in place → cement soil mixing pile → construction before initial setting of cement soil Insert the anchor rod into the ground and end at 100mm from the bottom of the mixing pile → grouting → cut off the excess steel pipe at the design level on the top surface of the foundation bottom plate → anchor the anchor rod into the bottom plate, and weld the steel plate at the end to form the mixing pile and the anchor rod The anti-pull reinforcement pile; the anchor rod is a barbed steel pipe structure. It is a new type of effective method to simultaneously solve the disturbance and anti-floating difficulties in the construction of the soft soil bearing layer. It solves many anti-floating problems in areas with thick soft soil. It can not only treat the foundation but also improve the uplift bearing capacity. It is convenient for construction and meets the requirements of anti-floating. It adopts shallow foundation instead of pile foundation, which greatly saves the cost and has good construction quality.
Owner:CHINA RAILWAY TIMES BUILDING DESIGIN INST CO LTD

Vegetation revetment water and soil conservation device

The invention discloses a vegetation revetment water and soil conservation device. The device comprises a filter layer I, a filter baffle I, a water collecting tank I, a protective barrel I, a connecting sleeve I, a filter layer II, a connecting pipe II, a protective barrel II, a connecting sleeve II, a storage device II, an overflow pipe II, a filter layer III, a water collecting tank III, a protective barrel III, a connecting sleeve III, a storage device III, an overflow pipe III, a sewer, a connecting pipe III and a filter baffle III. The device has the advantages that the structure is reasonable and simple, the production cost is low, installation is convenient, and functions are comprehensive, and that the water collecting tank I, a water collecting tank II and the third water collecting tank III are arranged on the ground of a slope, water on the ground of the slope can be collected in a layered mode, and therefore losses caused by rainwater impacting soil are avoided, so the protection effect is improved; and through the arrangement of a storage device I, the storage device II and the storage device III, water on the ground of the slope can be collected and stored in a layered mode, so therefore rainwater losses are reduced and growth of plants is facilitated.
Owner:临澧县万鑫石灰钙业有限公司

Soil sampling device for exploration

The invention relates to a soil sampling device for exploration, and belongs to the technical field of exploration equipment. The soil sampling device comprises a bottom plate, a fixed plate is fixedly mounted on the upper surface of the bottom plate, a baffle plate sleeves the outer side of the fixed plate, the baffle plate is mounted on the bottom plate and is fixedly connected with the bottom plate, and a first through hole is formed in the fixed plate; and a side surface soil sampling mechanism is mounted in the first through hole, and a driving mechanism for driving the side surface soilsampling mechanism is fixedly mounted at the upper end of the fixed plate. The driving mechanism is arranged to be matched with the side surface soil sampling mechanism, the side surface soil samplingmechanism is pushed outwards under the driving of the driving mechanism to obtain a complete soil layer, then the obtained soil is brought back to the interior and taken out integrally, the completeness of an exploration sample is guaranteed, and the exploration accuracy is improved; meanwhile, a supporting mechanism is arranged for matching, so sampling at a suitable depth is facilitated, the soil sampling device is convenient to operate, the sampling efficiency is improved, and the soil sampling device is more convenient and practical.
Owner:尹丽芳

Environmental geology sampling device

The invention provides an environmental geology sampling device, and belongs to the technical field of environmental monitoring. The environmental geology sampling device comprises a column casing, the column casing is internally provided with a sampling assembly and a first driving assembly used for driving the sampling assembly to move up and down; the sampling assembly comprises a first arc-shaped plate and a second arc-shaped plate which are oppositely arranged, a cylindrical structure can be defined by the first arc-shaped plate and the second arc-shaped plate, and sampling notches are formed in the opposite sides of the first arc-shaped plate and the second arc-shaped plate. In the embodiment of the invention, the first driving assembly drives the sampling assembly to move up and down, so that the sampling assembly is inserted into a soil layer to take out soil, and after sampling analysis, the second driving assembly drives the first arc-shaped plate and the second arc-shaped plate to be away from each other, so that the soil in the first arc-shaped plate and the second arc-shaped plate is automatically discharged; compared with the prior art, the device has the advantages of simple structure, convenience in use and good sampling effect.
Owner:山东省地质矿产勘查开发局第四地质大队 +1

Simulation device and simulation method for wellhead subsidence in frozen soil layer drilling process

The invention provides a simulation device and simulation method for wellhead subsidence in a frozen soil layer drilling process. The simulation device comprises a low-temperature constant-temperatureexperiment box, a double-layer pipe, a drilling fluid circulation assembly, a drilling driving assembly and a displacement sensor, wherein sandy soil/clay with a preset moisture content is laid inside the low-temperature constant-temperature experiment box, and is used for forming a frozen soil simulation layer; the double-layer pipe comprises an outer pipe and an inner pipe positioned in the outer pipe; the outer pipe is inserted into the low-temperature constant-temperature experiment box; the drilling fluid circulation assembly is connected with the double-layer pipe, and is used for enabling drilling fluid with the preset temperature to circulate in the double-layer pipe; the drilling driving assembly is connected with the inner pipe, and is used for driving the inner pipe to move upand down and/or rotate; and the displacement sensor is used for monitoring the displacement of the outer pipe. The wellhead subsidence process caused by frozen soil layer melting in the polar region frozen soil zone drilling process can be simulated, and the influence caused by different wellhead loads, drilling fluid temperatures and frozen soil property parameters on the wellhead subsidence displacement is measured.
Owner:CHINA PETROLEUM & CHEM CORP +2

Intelligent constant-temperature flowerpot based on Internet of Things

The invention relates to the field of intelligent flowerpots and in particular to an intelligent constant-temperature flowerpot based on Internet of Things. The flowerpot comprises a flowerpot, a soilzone, a control zone and a fertilizer water zone, wherein the soil zone is arranged inside the flowerpot; the control zone and the fertilizer water zone are arranged below the soil zone and are distributed in parallel; an adjusting device is arranged on the flowerpot; a conversion temperature adjusting device is arranged on the adjusting device; a sensing device is arranged inside the soil zone;a control device is arranged inside the control zone. Due to addition of partition plates and vertical columns, fertilizer water in the fertilizer water zone can be cleared off when the flowerpot is not used for a long time, and then impurities such as bacteria are not generated in the fertilizer water zone; a fine sand layer is arranged in the interlayer of the flowerpot, so that humidity loss caused by temperature variation is reduced; instruments for lighting, water ejection and cooling can be automatically switched according to cooperation of an Internet of Things receiver and a controller, and thus high automation is achieved; due to adoption of a transverse plate made of woven bamboo strips, intense sunshine exposure of plants can be alleviated to a certain extent.
Owner:芜湖玖荣生物科技有限公司

A deep plow knife suitable for clay soil

InactiveCN108738398BBreak through the design conceptReduces time spent on the blade surfaceTilling equipmentsAgricultural engineeringStructural engineering
The invention provides a deep tillage knife suitable for clay soil, which includes a handle and a body, the handle is provided with a mounting part; the body includes a blade and a back, and the back is different from the handle of the knife One side is provided with a knife tip area; the blade portion includes a cutting edge extending from the knife tip area to one side of the handle, a side cutting edge and a positive cutting edge; the outside of the knife tip area is provided with a soil-breaking edge connected with the cutting edge; The knife back includes a straight section corresponding to the tangential cutting edge, an inner concave section corresponding to the side cutting edge, and an outer concave section corresponding to the cutting edge. The invention creates a reasonable structural design, which breaks through the design concept of the conventional tiller knife. By designing the knife body into multiple sections with different structures, and matching the corresponding blades on each section of the knife body, the cutting performance of the tiller knife itself is effectively improved. The soil, the ability to lift up the soil and crush the soil effectively avoids the adverse effects caused by soil adhesion, improves the operation efficiency and improves the operation effect.
Owner:董晓魏 +3

Testing apparatus used for simulating foundation pit three-dimensional seepage caused by combined effects of separating-lowering-pouring and ground deformation mechanism

The invention provides a testing apparatus used for simulating foundation pit three-dimensional seepage caused by combined effects of separating-lowering-pouring and ground deformation mechanism. The testing apparatus is used for solving a problem of lack of experiment equipment, which is used for simulating foundation pit three-dimensional seepage caused by combined effects of separating-lowering-pouring and ground deformation mechanism, and systematic researches on relating data and mechanism at present. The testing apparatus comprises a model casing, geotextile, permeable steel plates, underground diaphragm walls, a pumping well, a recharge well, measuring devices and data collecting devices. The model casing is divided into a water zone, a soil zone and a foundation pit zone; the measuring devices comprise a flowmeter, a stratum displacement meter, a water manometer, a contact electric displacement meter, a pore water pressure gauge, and the like, and is capable of realizing accurate measurement on flow displacement pressure; and the data collecting devices are connected with the measuring devices. The testing apparatus is capable of realizing researches on the mechanism of pumping depression cone and recharge lifting underground water level three-dimensional seepage effects, and the relationship between ground deformation and groundwater table fluctuation.
Owner:NORTH CHINA UNIV OF WATER RESOURCES & ELECTRIC POWER

A kind of preparation method of hydrate core in permafrost zone

The invention relates to a frozen earth zone hydrate core preparation method. Firstly, proper raw materials are selected according to mineral components and contents of actual frozen earth zone hydrate formation core samples, the particle size and the ratio of base sand are determined, and core particles are cemented by oil well cement to prepare a framework core. An appropriate quantity of hydrate generation accelerators are selected and added into pure water to prepare solution, and the cores are saturated in a vacuum pumping mode by the aid of the prepared solution. The mass of the solution needed by the cores is calculated according to saturation of hydrate in the cores to be prepared, and the mass of the solution in the cores is controlled by controlling the temperature and drying time of the cores in a vacuum drying oven. The cores with different liquid contents are placed into a high-pressure autoclave, the pressure of methane gas led into the high-pressure autoclave is increased by reducing the internal temperature of the high-pressure autoclave, and a frozen earth zone hydrate generation environment is simulated to prepare the hydrate cores. By the preparation method, saturation of the hydrate in the cores can be effectively controlled, various hydrate cores with different saturation can be generated by one experiment, and experimental period is greatly shortened.
Owner:CHINA UNIV OF PETROLEUM (EAST CHINA)

An anti-blocking mechanism for stacking film-pressed soil belts of a ridge-forming film-laying machine

The invention discloses a film pressing soil zone stacking and anti-blocking mechanism of a ridging and plastic film mulching machine. The film pressing soil zone stacking and anti-blocking mechanismcomprises a rack; a land axle is mounted below the rack; two sides of the land axle are provided with land wheels; the middle of the land axle is provided with a round connecting rod; the land axle isprovided with a copying cam device rotating along with the land wheels; the copying cam device is matched with one end of the round connecting rod; the other end of the round connecting rod is movably connected with a lower-piece soil dithering plate doing circular motion along with the round connecting rod; a first soil sliding hole and a second soil sliding hole are distributed in two sides ofthe lower-piece soil dithering plate; and soil is discharged from the soil sliding holes to press a film when the lower-piece soil dithering plate does not move. The soil sliding holes of the lower-piece soil dithering plate are provided with soil scrapping devices. The film pressing soil zone stacking and anti-blocking mechanism of the ridging and plastic film mulching machine, which is simple instructure and practical in function, is used for stacking soil piles with equal density and quality in a vertical direction of a mulching film when paving the mulching film.
Owner:GANSU AGRI UNIV

Automatic excavation equipment for expanded head of tubular pile

The invention provides automatic excavation equipment for an expanded head of a tubular pile. The automatic excavation equipment comprises a bracket erected above the tubular pile; a lifting device which is arranged on the bracket; a power device which is connected with the lifting device; and a sleeve which is connected with the power device, a spiral piece is arranged on the outer wall of the sleeve, and the sleeve is arranged on the pipe pile in a sleeving mode, driven by the lifting device to ascend and descend and driven by the power device to rotate, so that the spiral piece is drilled into soil and taken out of the soil. The device has the beneficial effects that the sleeve and the pipe pile head are matched for positioning, the spiral piece rotatably drills into the soil and then is lifted out to take out the soil, automatic digging of the soil around the expanded head of the pipe pile is achieved, the device has the advantages that time, labor and manpower are saved, the expanded head forming effect is good, in addition, the working efficiency can be improved, the construction period is shortened, the equipment can adapt to large-depth and narrow complex working conditions, and is wider in application range and higher in practicability.
Owner:SICHUAN TAILONG CONSTR GRP CO LTD

Method for fertility improvement of low-yielding purple-sandy-soil sloping cultivated land through soil layer reconstruction

The invention relates to a method for fertility improvement of low-yielding purple-sandy-soil sloping cultivated land through soil layer reconstruction. The method mainly comprises the following steps: laying out excavation lines in selected low-yielding purple-sandy-soil sloping cultivated land in a purple-sandstone hilly region along contour lines from the top of a slope to the bottom of the slope; taking every three excavation lines as one group, firstly, moving surface soil above first and third excavation lines to be between the first excavation lines and second excavation lines so as to form surface soil zones through forting, then, deeply excavating a pit with the depth of 15-25cm between every corresponding second excavation line and every corresponding third excavation line, moving subsoil above the first excavation lines to be above dug-up subsoil so as to construct subsoil zones, forming subsoil ditches above the first excavation lines, and so on; after the beginning of spring, applying a base fertilizer to the subsoil ditches and the subsoil zones, carrying out land preparation, and sowing forage grass; and carrying out watering before and after forage grass seedling emergence, carrying out seedling inspection and replanting, carrying out weeding, carrying out topdressing and carrying out cutting. By using the method, runoff and sand can be reduced, temperature adjustment and moisture preserving can be achieved, and the physicochemical properties of soil can be improved; and grain and oil crops and good-economic-benefit vegetables can be planted instead of the forage grass, and the rate of contribution of the land is increased greatly.
Owner:湖南经地科技发展有限公司

A slope protection embankment with block stone layer with the functions of sunshade and ventilation and cooling

ActiveCN105755918BWeaken the direct heating effectIncrease net heat releaseRoadwaysClimate change adaptationThermal energyCold season
The invention relates to a block stone layer slope protection roadbed with sun shading and ventilation cooling efficacy. The structure of the block stone layer slope protection roadbed is characterized in that block stone layers, earthwork clothes and rammed clays are sequentially laid on embankment slopes respectively; the particle size of the block stone layers is controlled to be 12-30cm, the thickness of each of the block stone layers is 80-120cm, and the void ratio of block stones is 25-30%; and random throwing and extrusion are carried out, and the block stone layers horizontally extend 2.0m width in the slope bottom position to form open boundaries. One earthwork cloth is laid on the slop of each of the block stone layers, clays are laid on the earthwork clothes, and ramming is carried out to realize compactness. The sunshade effect of clay layers is used to weaken the heating effect of sunshine radiation on the slopes of the roadbed; and the slope block stone layers are used to reinforce natural convection and forced convection in cold season block stone layers, so the cold energy suction capacity of the roadbed is improved, and heat in the roadbed is carried away. The heat shielding effect of the block stone layers is used in warm seasons to obstruct invasion of extraneous heat, so the heat suction capacity in the warm seasons is effectively controlled. The block stone layer slope protection roadbed realizes reduction of the temperature of overlaid soil below the slope protection roadbed, and plays a positive and great role in maintenance of long-term stability of several-years frozen soil zone roadbeds.
Owner:NORTHWEST INST OF ECO ENVIRONMENT & RESOURCES CAS

Soil sampling device for soil impact experiment in constructional engineering

The invention discloses a soil sampling device for a soil impact test in constructional engineering, and relates to the technical field of constructional engineering, the soil sampling device comprises a frame base and a cleaning assembly, the top of the frame base is connected with an external box, a sliding rail is mounted on the inner wall of the external box, a limiting wheel is mounted in the sliding rail, and an auxiliary assembly is mounted on the inner wall of the sliding rail; the driving assembly is mounted in the auxiliary assembly, the sampling assembly is mounted in the driving assembly, and the auxiliary assembly comprises a servo motor, a traveling gear, a rack frame, a traveling frame and a limiting bearing. According to the soil sampling device, the multiple assemblies are arranged in a matched mode, soil can be rapidly drilled out and go deep into the soil, meanwhile, the soil in holes can be taken out through the sampling assembly when the soil is taken out, the soil sampling integrity is guaranteed, the soil can be automatically pushed into the sampling box, the soil sampling process is convenient, and the working efficiency is improved. The cleaning assembly is used for cleaning the sampling assembly, so that the internal cleanliness of the sampling assembly is improved.
Owner:郭艳斌
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