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34results about How to "Prevent frost heave" patented technology

Building waterproof heat-preservation exhaust compound system and construction method thereof

The invention relates to a building waterproof heat-preservation exhaust compound system, which comprises a heat-preservation layer, a waterproof layer, a waterproof protective layer and an exhaust passage, and is characterized in that the heat-preservation layer comprises paved heat-preservation boards, the lower surfaces of the heat-preservation boards are provided with exhaust grooves, the exhaust grooves of all the heat-preservation boards are connected into the exhaust passage, one end of the exhaust passage is connected into a flue through a connecting pipe, and the waterproof layer and the waterproof protective layer are covered on the heat-preservation layer in turn. The building waterproof heat-preservation exhaust compound system has the following advantages that: the system is a heat-preservation waterproof moisture-proof exhaust system for roofs and the floors, which uses a JWG-M type to seal and resist water for EPS and XPS heat-preservation boards, is communicated with the flue through the exhaust grooves of the EPS and XPS heat-preservation boards, and exhausts moist air in time by the pipeline effect of the flue so as to achieve waterproof heat-preservation exhaust integral roofs. Simultaneously, the system removes the vertical exhaust pipes arranged on the roofs and reduces the hidden danger of seepage, and the roofs are smooth to prevent frost heave and gas heave so that the deserved effective service life of the waterproof and heat-preservation roofs is achieved. Besides, the system has good heat-preservation and waterproof effects.
Owner:刘铁刚

Tunnel lining concrete heat preserving and maintaining construction device

Disclosed is a tunnel lining concrete heat preserving and maintaining construction device. The tunnel lining concrete heat preserving and maintaining construction device is characterized by comprising a first trolley, a second trolley and a third trolley which are sequentially connected, or comprising a first trolley and a second trolley which are sequentially connected, or comprising a second trolley and a third trolley which are sequentially connected, or comprising a first trolley and a third trolley which are sequentially connected, wherein the three trolleys are each provided with a template supported through a supporting rod. The tunnel lining concrete heat preserving and maintaining construction device has the advantages that the three construction trolleys conduct heat preservation on secondary lining at first, the temperature difference between the interior and the exterior is decreased, then, heat preservation and moisture retention are carried out on concrete, concrete frost heaving is avoided, and finally the concrete is slowly cooled through a cooling layer, so that the quality problem generated by the large temperature difference between pre-construction and post-construction is avoided. The tunnel lining concrete heat preserving and maintaining construction device has the advantages of being stable in construction quality and low in manufacturing cost and has the wide market prospect.
Owner:郑向东 +15

Watertight device of heading machine for passing in and out door opening

ActiveCN102011600ASpace reduction or avoidanceOther construction work went wellUnderground chambersTunnel liningMechanical engineering
The invention discloses a watertight device of a heating machine for passing in and out a door opening. The watertight device is used for a working well which is provided with an enclosure structure, the enclosure structure is provided with the door opening, the watertight device comprises a freezing pipe for injecting a refrigerant, the freezing pipe is partially or fully wound around the inner wall of the door opening, and the enclosure structure is also provided with a grouting pipe communicated with the space encircled by the freezing pipe. The invention also discloses another watertight device of the heading machine for passing in and out an door opening, wherein the watertight device is used for a working well which is provided with an enclosure structure, a lining structure is arranged at the inner side of the enclosure structure and provided with the door opening, the watertight device comprises a freezing pipe for injecting a refrigerant, the freezing pipe is partially or fully wound around the inner wall of the door opening, and the lining structure is also provided with a grouting pipe communicated with the space encircled by the freezing pipe. On the premise of meetingwatertight requirement on the heading machine for passing in and out the door opening, the invention fully utilizes the space of the enclosure structure or the lining structure to reduce or avoid theinternal working well space occupied by the watertight device for passing in and out the door opening.
Owner:SHANGHAI CONSTRUCTION GROUP

A calculation method of an air curtain heat preservation theory of a railway tunnel in a cold region

The invention discloses a calculation method of an air curtain heat preservation theory of a railway tunnel in a cold region, which comprises the following steps: obtaining tunnel section design drawing, air curtain basic parameters and tunnel internal and external environment parameters; calculating the barrier efficiency of air curtain; according to the temperature inside and outside the tunnel,the quantity of air ejected from the air curtain jet and the quantity of air mixed into the air curtain inside and outside the tunnel, the optimum temperature of the air curtain jet is obtained by the heat balance principle. This method is mainly used to calculate the barrier efficiency of air curtain and the temperature of mixed gas flow in tunnel; the method is suitable for the design of air curtain size, or for the calculation of jet velocity, jet angle and jet temperature during the operation of air curtain, so as to achieve the purpose of blocking the air flow inside the tunnel and maintaining the temperature inside the tunnel in the cold region by multiple vertical air curtains, and prevent the frost heave in the tunnel in the cold region.
Owner:HUAIYIN INSTITUTE OF TECHNOLOGY

Plate spliced pervious roadbed made by utilizing waste plastics

The invention provides a plate spliced pervious roadbed made by utilizing waste plastics. The waste plastics comprise propylene, polyethylene, polypropylene, polyvinyl chloride and the like. Accordingto the current market conditions, the polyethylene plastics account for 50% of the waste plastics and belong to thermoplastic resin polymers. Therefore, the thermoplastic waste plastic products can be selected to produce and make the plate spliced pervious roadbed. Bulges and grooves of multiple shapes are formed in the left and right sides of the pervious roadbed plate, so that two adjacent pervious roadbed plates are inserted together. Drill holes through which steel strands penetrate are formed in the upper and lower sides, and the pavement can be tight and stable when the steel strands are connected together. A plurality of bulges are arranged on one side, which is close to the pavement, of the roadbed plates and can be matched with the plate spliced pavement, so that the bulges on the roadbed blocks are inserted into the grooves in the pavement panel so as to achieve an excellent stabilizing effect.
Owner:SHANDONG UNIV

Floor of freezer

The invention relates to a floor of a freezer. A special aggregate carborundum wear-resistant coating, a reinforced concrete layer, an SBS-mixed cement mortar protective layer, a PE thin film waterproof layer, an XPS extruded sheet heat preservation layer, the PE thin film waterproof layer and a cement mortar screeding layer are sequentially arranged from the floor of the freezer to a top slab of a basement along the longitudinal axis of a wallboard in a downwards-stretching mode. The floor of the freezer solves the problems of the poor sealing effect and the poor freeze proofing effect and is good in anti-frostbite swelling effect and convenient to construct and operate.
Owner:CHANGZHOU YOURSHINE REFRIGERATION EQUIP

Internal circulation type solar heating device and anti-frost heaving method for subgrade

The invention is applied to the technical field of subgrade engineering and provides an internal circulation type solar heating device for a subgrade. The axis of a metal heat collecting pipe is superposed with that of a glass tube; two ends of the metal heat collecting pipe and two ends of the glass tube are all connected by bellow expansion joints in a sealing manner; each of the two ends of themetal heat collecting pipe is respectively connected with a metal heat collecting pipe joint; the metal heat collecting pipe joints extend to the outer sides of the bellow expansion joints; the top end of a metal heat supply pipe is communicated with the metal heat collecting pipe joint at the bottom end of the metal heat collecting pipe through a threaded connector; a cone head guiding cap is arranged at the bottom end of the metal heat supply pipe; a circulating pump is driven by a solar cell to operate; an inlet of the circulating pump is communicated with the metal heat collecting pipe joint at the top end of the metal heat collecting pipe; an outlet of the circulating pump is communicated with an inlet of a circulating pipeline; an outlet of the circulating pipeline penetrates through the threaded connector and extends to the bottom of the metal heat supply pipe; the metal heat supply pipe and the metal heat collecting pipe are internally filled with heat transfer fluid. The problem of poor anti-frost heaving effect of the subgrade in the prior art is solved.
Owner:SHIJIAZHUANG TIEDAO UNIV

Natural gas buried pipe anti-frost heaving system combining solar energy and geothermal energy

The invention relates to a natural gas buried pipe anti-frost heaving system combining solar energy and geothermal energy. The natural gas buried pipe anti-frost heaving system comprises a pipe heat exchange device, a solar heat collecting device and a ground source heat pump. The pipe heat exchange device is composed of a natural gas buried pipe and a heat exchange medium channel used for exchanging heat with the natural gas buried pipe. The two ends of the heat exchange medium channel are connected with a main heat exchange medium pipeline, and a first branch pipe and a second branch pipe are connected to the main heat exchange medium pipeline in parallel. The first branch pipe is provided with the solar heat collecting device, and the heat exchange branch pipe is provided with the ground source heat pump. Compared with the prior art, the solar heat collecting device and the ground source heat pump are reasonably combined, and the win-win situation that the natural gas buried pipe is effectively protected against frost heaving, renewable energy sources are fully utilized, and high-grade electric energy consumption is reduced can be achieved; moreover, the environmental benefits of the natural gas buried pipe anti-frost heaving system are remarkable, long-distance heat conveying is not needed, and the basic national policy of saving energy and reducing emission of China is met; and the natural gas buried pipe anti-frost heaving system has good energy saving space and higher practical value.
Owner:SHANGHAI UNIVERSITY OF ELECTRIC POWER

Cold region earth-rock dam anti-frost-heaving structure and construction method thereof

InactiveCN107905179ATo achieve anti-freezing effectFrost heave deformation is smallBarrages/weirsEarth-fill damsCells panelGeomembrane
The invention provides a cold region earth-rock dam anti-frost-heaving structure and further provides a construction method of the cold region earth-rock dam anti-frost-heaving structure. A slope protecting structure and a novel anti-frost-heaving structure are arranged along the upstream dam slope. The slope protecting structure comprises cast-in-place concrete structures, sand gravel cushion layers and geomembranes which are laid at the dam bottom and the dam top correspondingly. The novel anti-frost-heaving structure comprises a tempered glass heating plate, a photovoltaic cell panel, an LED light-emitting indicator layer, a solar charger, a storage battery, light-controlled heating switches, a basic stratum, a reinforced concrete wall and pre-embedded steel bars. The cold region earth-rock dam anti-frost-heaving structure has the beneficial effects that the novel anti-frost-heaving structure is utilized for heating and warning to achieve the anti-frost-heaving effect, and comparedwith a conventional earth-rock dam anti-frost-heaving structure, the characteristics of good anti-frost-heaving effect and the like are achieved.
Owner:NANJING HYDRAULIC RES INST

Aerodynamic circulation heating device and roadbed thereof

The invention provides an aerodynamic circulation heating device and a roadbed thereof, and relates to the technical field of seasonal frozen soil area engineering construction. In the design of the aerodynamic circulation heating device, one end of a solar heat absorption pipe is inserted into a heat collection box; a convection heat exchange pipe is arranged in the heat collection box and the solar heat absorption pipe, a first flow channel is formed in the convection heat exchange pipe, a second flow channel is formed by the outer wall of the convection heat exchange pipe and the outer walls of the heat collection box and the solar heat absorption pipe, and the first flow channel communicates with the second flow channel and is filled with air; a convection power element is installed in the first flow channel and used for pushing air to flow in the first flow channel and the second flow channel; and the heat absorbing section of a heat gathering pipe is inserted into the heat collection box, and a heat releasing section of the heat gathering pipe is inserted into the roadbed. According to the aerodynamic circulation heating device and the roadbed thereof, solar energy resources can be utilized, and engineering diseases such as frost heaving and non-uniform fluctuation of the roadbed in the seasonal frozen soil region can be effectively avoided through flat heating of the roadbed temperature field and key regulation and control of the easily-frost-heaving part of the roadbed.
Owner:NORTHWEST INST OF ECO ENVIRONMENT & RESOURCES CAS

Seasonally frozen soil area roadbed anti-freezing structure and construction method thereof

The invention relates to a seasonally frozen soil area roadbed anti-freezing structure and a construction method thereof, and belongs to the technical field of seasonally frozen soil area roadbed anti-freezing. The overall longitudinal section of the roadbed structure is trapezoidal, the roadbed structure sequentially comprises a roadbed, a gravel layer, a packing layer, a cement stabilized macadam layer, a conductive base layer and a pavement layer from bottom to top, and the roadbed structure further comprises a roadbed anti-freezing structure heating control system and a power supply system; and the gravel layer can prevent underground water in cold seasons from migrating to the upper part of the roadbed structure. Some industrial waste can be mixed into the conductive base layer to beturned into wealth, the electric heating effect is achieved, freezing of the roadbed structure is prevented, freezing of the roadbed structure side slope can be prevented through the hard heat preservation plate and the gravel slope protection layer of the side slope, water in the roadbed can be drained through an one-way drainage pipe, and freezing of the roadbed structure is prevented. Accordingto the seasonally frozen soil area roadbed anti-freezing structure and the construction method thereof, active defense, passive heat preservation and waterproof and drainage principles are comprehensively adopted, frost heaving of the roadbed in the seasonally frozen soil area can be effectively prevented, and the freeze-thaw resistance stability of the roadbed structure is improved.
Owner:SOUTHWEST PETROLEUM UNIV

Anticorrosion and wear-resistant floor for garage

The invention discloses an anticorrosion and wear-resistant floor for a garage. The anticorrosion and wear-resistant floor for the garage comprises a wear-resistant paint layer, an anticorrosion layer, a special aggregate emery wear-resistant coating, a reinforced concrete layer, a cement mortar protective layer mixed with SBS, a PE film waterproof layer, a XPS moisturizing layer, another PE filmwaterproof layer and a cement mortar leveling layer which are arranged from top to bottom; the anticorrosion layer includes a binder, a toughening agent, an antifoaming agent, a leveling agent, a curing agent, a preservative, and a filler; and the binder is an epoxy resin, the toughening agent is a dioctyl phthalate, the antifoaming agent is polyglycol ether, the leveling agent is polymethylphenylsiloxane, the curing agent is triethanolamine, the preservative is a sodium benzoate, and the filler is polytetrafluoroethylene. The anticorrosion and wear-resistant floor for the garage has the advantages of slip resistance, waterproof, wear resistance and scratch resistance, and meanwhile, the anticorrosion and wear-resistant floor is provided with the functions of good corrosion resistance andheat preservation, so that the floor can be effectively prevented from frost heave and the construction operation and management are convenient.
Owner:徐州恒奥立体车库有限公司

Anti-frozen-heaving heat pipe using elastic material

The invention relates to an anti-frozen-heaving heat pipe using an elastic material, which is capable of withstanding multiple times of freezing and thawing cycle without fracture. A structure of the heat pipe comprises: an elastic rod is placed in a liquid bath in an evaporation section of the heat pipe, wherein the material of the elastic rod has elastic property; the density of the material of the elastic rod is higher than that of water; and the contraction deformation of the elastic rod is more than or equal to the swell capacity of the water when the elastic rod performs solid-liquid phase change in the water. The heat pipe overcomes the defects that in the past, when the frozen heaving happens, a core heat transfer component of a heat pipe solar water heater, namely the heat pipe may have the phenomenon of pipe cracking to cause that the heat pipe has no effect and the whole solar water heater is damaged and cannot work normally. The heat pipe arranges the elastic rod on the evaporation section of the heat pipe from the angles of the structure the material mechanics; and the elasticity of the material of the elastic rod is used to absorb the swell capacity generated in the process of curing liquid in the liquid bath to protect the pipe wall of the heat pipe from being damaged and realize preventing the frozen heaving of the heat pipe. The heat pipe has the advantages of simple structure, quite good effect and high practical value.
Owner:NANJING UNIV OF TECH

Cold plateau earth and rockfill dam slope protection structure and construction method thereof

InactiveCN106930234AAdaptive damageTo achieve anti-freezing effectCoastlines protectionReinforced concreteStructure of the Earth
The invention provides a cold plateau earth and rockfill dam slope protection structure. Three anti-frostbite swelling structures are arranged along a dam body and include a cast-in-place concrete structure paved at the dam bottom, a reinforced concrete wall structure poured and embedded at the position of a dam slope and a grouted rubble structure paved at the dam top; the reinforced concrete wall structure is a reinforced concrete wall body, reinforcing steel bars are embedded in the top of the reinforced concrete wall body, and a galvanized steel sheet is fixedly arranged on the surface of the top of the reinforced concrete wall body. The cold plateau earth and rockfill dam slope protection structure has the beneficial effects that the slope protection anti-frostbite swelling structures are optimized, and the anti-frostbite swelling effect is achieved through different structural manners; and compared with a conventional earth and rockfill dam anti-frostbite swelling structure, non-uniform frostbite swelling deformation is small, the ice pushing and ice pulling resistance capacity is high, and the anti-frostbite swelling effect is good. The invention further provides a construction method of the cold plateau earth and rockfill dam slope protection structure.
Owner:NANJING HYDRAULIC RES INST

Self-circulation frost heaving prevention heat gathering device and roadbed thereof

The invention provides a self-circulation frost heaving prevention heat gathering device and a roadbed thereof, and relates to the technical field of disease prevention and control of engineering construction in a seasonal frozen soil region. The self-circulation frost heaving prevention heat gathering device comprises a solar heat absorption box, a circulation power unit and a heat gathering pipe which sequentially communicate end to end through a circulation pipe to form a circulation loop, the circulation loop is filled with a circulation working medium, and the heat gathering pipe is used for being inserted into the roadbed and transferring heat of the circulation working medium into the roadbed. Therefore, the solar heat absorption box absorbs solar radiation energy and converts the solar radiation energy into internal heat energy to heat the circulation working medium. The circulation power unit pushes the heated circulation working medium to flow to transfer heat. The heat gathering pipe continuously releases heat in the roadbed to heat a soil body around the heat gathering pipe, so that the roadbed is always in the process of net heat absorption and continuous accumulation of internal heat, the internal heat of the roadbed is collected, the temperature is always kept in a positive temperature state, and the purpose of preventing and treating engineering diseases such as roadbed soil body freezing and roadbed frost heaving is achieved.
Owner:NORTHWEST INST OF ECO-ENVIRONMENT & RESOURCES CAS

Anti-freezing system for tunnel in seasonally frozen soil region and mounting method thereof

The invention discloses an anti-freezing system for a tunnel in a seasonally frozen soil region and a mounting method thereof. According to the anti-freezing system, a plurality of pressure sensors are arranged on an initial support, and thus the pressure change conditions at various points can be monitored in real time; when frost heave force occurs, the values of the pressure sensors are increased, a control system receives information, the working states of electric heating plates at the various points are controlled based on the information, intelligent precise control is realized, and theoccurrence probability of the frost heave force and freeze injury is effectively decreased; and through the anti-freezing form, fixed point work can be realized, the positions where the frost heave force occurs are positioned precisely and heated, thus the situation that the tunnel is heated in a full-length mode, and consequently electric energy is wasted is avoided. The anti-freezing system isfurther provided with a drainage pipe with a water inlet hole, thus water generated in the melting process of frost heave points can be drained in time, and secondary frost heave is avoided. The anti-freezing system is clear in structure, high in operability and capable of realizing environmental protection, and has good promotion prospects.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY

Playing Surface

A playing surface comprising a supportive base layer, an intermediate layer such as a foam layer, and a surface layer, wherein the base layer is configured to provide the playing surface with a first predetermined amount of stability and the intermediate layer, e.g. foam layer, is configured to provide the playing surface with an additional, second predetermined amount of stability, the intermediate layer, e.g. foam layer, being further configured to conform to a required performance standard. And a method of constructing a playing surface.
Owner:NOTTS SPORT GRP

Roadbed slope protection device and railroad bed

The embodiment of the invention provides a roadbed slope protection device and a railroad bed, and the roadbed slope protection device comprises: a plurality of foam concrete precast blocks which areused for being assembled and laid along the surface of a roadbed slope and are fixed on the roadbed slope; and drainage structures which are arranged on the foam concrete precast blocks and used for enabling water on the surface of the roadbed to be drained to the two sides of the roadbed through the drainage structures. The roadbed slope protection device and the railroad bed provided by the embodiment of the invention can protect the railroad bed in a cold region, can prevent the railroad bed from collapsing due to rain wash, and also can preserve heat of the railroad bed to prevent frost heaving of the railroad bed.
Owner:CHINA RAILWAY FIFTH SURVEY & DESIGN INST GRP

Watertight device of heading machine for passing in and out cavity

ActiveCN102011600BSpace reduction or avoidanceOther construction work went wellUnderground chambersTunnel liningEngineeringMechanical engineering
The invention discloses a watertight device of a heating machine for passing in and out a door opening. The watertight device is used for a working well which is provided with an enclosure structure, the enclosure structure is provided with the door opening, the watertight device comprises a freezing pipe for injecting a refrigerant, the freezing pipe is partially or fully wound around the inner wall of the door opening, and the enclosure structure is also provided with a grouting pipe communicated with the space encircled by the freezing pipe. The invention also discloses another watertight device of the heading machine for passing in and out an door opening, wherein the watertight device is used for a working well which is provided with an enclosure structure, a lining structure is arranged at the inner side of the enclosure structure and provided with the door opening, the watertight device comprises a freezing pipe for injecting a refrigerant, the freezing pipe is partially or fully wound around the inner wall of the door opening, and the lining structure is also provided with a grouting pipe communicated with the space encircled by the freezing pipe. On the premise of meeting watertight requirement on the heading machine for passing in and out the door opening, the invention fully utilizes the space of the enclosure structure or the lining structure to reduce or avoid the internal working well space occupied by the watertight device for passing in and out the door opening.
Owner:SHANGHAI CONSTRUCTION GROUP

Foundation pit side wall frost heaving prevention method

The invention discloses a foundation pit side wall frost heaving prevention method, and belongs to the technical field of building construction. The side wall of a foundation pit is provided with a water draining hole, the water draining hole is a metal pipe draining pipe, a water draining hole is formed in the metal pipe, the outer portion of the segment, inserted into the soil on the side wall of the foundation pit, of the metal pipe is wrapped with water filter gauze, the metal pipe is connected with a power cathode, a metal bar is connected with a power anode, the metal bar corresponds tothe metal pipe on the same side, the ground surface of the position, between the metal bar and the side wall of the foundation pit, of the upper portion of the foundation pit is provided with waterproof geotechnical cloth, the metal pipe is connected with the power cathode, the metal bar is connected with the power anode, the metal pipe and the metal bar are correspondingly mounted, water in soilcan be smoothly drained, and through a method of reducing the water containing amount in the soil, soil frost heaving damage to the side wall of the foundation pit can be prevented.
Owner:辽宁省建筑设计研究院岩土工程有限责任公司

An Anti-Frost Heave System for Underground Natural Gas Pipelines Combining Solar Energy and Geothermal Energy

The invention relates to a natural gas buried pipe anti-frost heaving system combining solar energy and geothermal energy. The natural gas buried pipe anti-frost heaving system comprises a pipe heat exchange device, a solar heat collecting device and a ground source heat pump. The pipe heat exchange device is composed of a natural gas buried pipe and a heat exchange medium channel used for exchanging heat with the natural gas buried pipe. The two ends of the heat exchange medium channel are connected with a main heat exchange medium pipeline, and a first branch pipe and a second branch pipe are connected to the main heat exchange medium pipeline in parallel. The first branch pipe is provided with the solar heat collecting device, and the heat exchange branch pipe is provided with the ground source heat pump. Compared with the prior art, the solar heat collecting device and the ground source heat pump are reasonably combined, and the win-win situation that the natural gas buried pipe is effectively protected against frost heaving, renewable energy sources are fully utilized, and high-grade electric energy consumption is reduced can be achieved; moreover, the environmental benefits of the natural gas buried pipe anti-frost heaving system are remarkable, long-distance heat conveying is not needed, and the basic national policy of saving energy and reducing emission of China is met; and the natural gas buried pipe anti-frost heaving system has good energy saving space and higher practical value.
Owner:SHANGHAI UNIVERSITY OF ELECTRIC POWER

An antifreeze system and installation method for tunnels in seasonally frozen soil regions

The invention discloses an anti-freezing system for a tunnel in a seasonally frozen soil region and a mounting method thereof. According to the anti-freezing system, a plurality of pressure sensors are arranged on an initial support, and thus the pressure change conditions at various points can be monitored in real time; when frost heave force occurs, the values of the pressure sensors are increased, a control system receives information, the working states of electric heating plates at the various points are controlled based on the information, intelligent precise control is realized, and theoccurrence probability of the frost heave force and freeze injury is effectively decreased; and through the anti-freezing form, fixed point work can be realized, the positions where the frost heave force occurs are positioned precisely and heated, thus the situation that the tunnel is heated in a full-length mode, and consequently electric energy is wasted is avoided. The anti-freezing system isfurther provided with a drainage pipe with a water inlet hole, thus water generated in the melting process of frost heave points can be drained in time, and secondary frost heave is avoided. The anti-freezing system is clear in structure, high in operability and capable of realizing environmental protection, and has good promotion prospects.
Owner:XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY

High grade highway pavement double-layer micro-surfacing and construction method thereof

The invention relates to a high grade road surface double layer micro-process and the construction method. The construction water proof layer is laid on the road surface, and a skid resistance wearing coat is laid on the construction water proof layer. The amounts by weight or volume of water proof layer is that: aggregate is 100; polymer modification positive ion emulsified asphalt is 8 to 16; water is 6 to 11; Portland cement or slaked lime is 1 to 4; and additive is 0.1 to 0.5. The amounts by weight of skid resistance wearing coat is that: aggregate is 100; polymer modification positive ion emulsified asphalt is 6 to 11; water is 7 to 13; Portland cement or slaked lime is 1 to 3; and additive is 0.1 to 0.5. The construction process is the following steps: cleaning the road surface, laying out, laying water proof layer, laying skid resistance wearing coat, early days conserving and quality checking out. The invention is reasonable designed, good performance of water proof, and fast moulding.
Owner:西安高远公路养护技术有限公司

Uplift steel pile foundation with continuous trapezoidal rib plates

The invention belongs to the technical field of civil engineering, and particularly relates to an anti-pulling steel pile foundation with a continuous trapezoidal rib plate, which consists of a bottom plate, stiffening ribs, a steel pipe pile, the continuous trapezoidal rib plate and a pile tip, the bottom plate is welded to the top end of the steel pipe pile, the stiffening ribs are welded to the bottom face of the bottom plate and the outer surface of the steel pipe pile, the four continuous trapezoidal rib plates are circumferentially and evenly welded to the lower portion of the steel pipe pile, and the pile tip is welded to the bottom of the steel pipe pile. The continuous trapezoidal rib plate is composed of seven right trapezoids, and the surface of the continuous trapezoidal rib plate is galvanized. The foundation can adapt to geological characteristics of a frozen area, frost heaving and frost pulling of the pile foundation are effectively prevented, and the stability of the pile foundation is improved; the problem that the pile foundation is eroded due to the freezing and thawing effect due to the high underground water level in the frozen soil area can be solved; the effective treatment depth is not limited and can be adjusted along with the actual depth of the frozen soil layer.
Owner:NORTHEAST GASOLINEEUM UNIV +1

Test device for simulating pipeline mechanical reaction in frozen soil environment

PendingCN112268782APrevent frost heavePrevent hazardous phenomena such as melting and sedimentationMachine part testingMechanical measuring arrangementsGelisolEngineering
The invention relates to a test device for simulating a pipeline mechanical reaction in a frozen soil environment, the test device is provided with an outer box body, a refrigeration box body and a test box body, the refrigeration box body is arranged in the outer box body, the test box body is arranged in the refrigeration box body, a support frame is fixed at the bottom of the test box body, anda buried pipeline for testing is fixed on the support frame, a foil gauge is attached to the bottom of the buried pipeline, an observation window is formed in the side wall of the outer box body, a strain line output port connected with the foil gauge through a line is formed in the observation window, a vertical displacement measurer is arranged on the buried pipeline, the scale display end of the vertical displacement measurer is located at the observation window, and the periphery of the buried pipeline is wrapped with a flexible protective sleeve. According to the invention, the mechanical reaction and displacement change process of the buried pipeline under the conditions of different types, different depths and different angles in a frozen soil environment can be simulated, and a test basis is provided for the damage cause analysis of the buried pipeline in the frozen soil environment.
Owner:CHANGZHOU UNIV

An anti-seepage and anti-freeze concrete pole

The invention belongs to the field of power equipment, and discloses an anti-permeating and anti-freezing concrete electric pole. The anti-permeating and anti-freezing concrete electric pole comprises the two parts of an upper part and a lower part, and is divided into a hollow pole and a solid pole. The top of the hollow pole is of a sealed structure, and a safety mark is arranged in the middle of the hollow pole; the hollow pole is of a concrete hollow structure, and connected with the solid pole through a connecting piece, a plurality of reserved holes are formed in the lower portion of the hollow pole so as to ensure that water entering the electric pole can be drained out timely; and the solid pole is composed of a rebar skeleton and a concrete layer wrapping the rebar skeleton, a steel sheet end head is arranged at the bottom of the solid pole, and the steel sheet end head is fixedly connected to the solid pole through a steel wire. The anti-permeating and anti-freezing concrete electric pole is higher in anti-bending and anti-pressing strength, good in anti-carbonization performance, anti-permeating performance and anti-freezing and anti-melting performance, and can serve as a substitute of common-used cement concrete electric poles.
Owner:STATE GRID SHANDONG ELECTRIC POWER +2

Rural waste cement concrete road renovated pavement structure and filling method thereof

The invention discloses a pavement structure for renovating and transforming a rural waste cement concrete road and a filling method of the pavement structure. The pavement structure comprises an asphalt surface layer, a graded broken stone layer and a regenerated broken stone layer which are arranged above a soil matrix from top to bottom, v-shaped regenerated gravel drainage ditches are formed in the two sides of the regenerated gravel layer and filled with regenerated gravel; road shoulders are arranged on the two sides of the pavement structure and extend from the asphalt surface layer to the recycled gravel drainage ditch; and plant fiber grids surround the periphery of the graded broken stone layer. According to the invention, the rural waste cement concrete road pavement material is fully utilized to form the regenerated gravel layer and the regenerated gravel drainage ditch, so that the pollution to the environment is reduced, the waste material is fully utilized, and the road drainage can be further accelerated. The application of the plant fiber grating effectively enhances the structural strength of the pavement, reduces the generation of various cracks, and improves the quality of the asphalt pavement, thereby prolonging the service life of the asphalt pavement, reducing the maintenance cost of the road, optimizing the comprehensive benefits of road operation, and having important significance for promoting the development of rural economy.
Owner:NANJING COMM INST OF TECH

Plateau wet area railway embankment structure and construction method thereof

The invention discloses a plateau wet area railway embankment structure and a construction method thereof. The embankment structure comprises a waterproof foundation bed upper surface layer, the waterproof foundation bed upper surface layer is arranged under roadbed subgrade surface, and a frost heaving resistant foundation bed lower surface layer, a micro frost heaving foundation bed bottom layer, a foundation bed water-resisting layer, a weak frost heaving body layer, a base water-resisting layer, a water passing layer and a base replacement layer are sequentially arranged under the waterproof foundation bed upper surface layer. The thickness of the base replacement layer is larger than or equal to a regional maximum freezing depth, the sum of the thicknesses of the waterproof foundationbed upper surface layer, the frost heaving resistant foundation bed lower surface layer and the micro frost heaving foundation bed bottom layer is larger than or equal to the regional maximum freezing depth, and the filling height of the water passing layer is larger than or equal to a regional maximum surface water accumulation depth. The plateau wet area railway embankment structure provided bythe invention solves the problems of roadbed waterproofing, frosting prevention and environmental protection faced by railway construction in plateau wetland, has the characteristics of novel structure, safety, reliability, convenient construction, investment saving and the like, and has wide application prospects.
Owner:CHINA RAILWAY ERYUAN ENG GRP CO LTD
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