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30results about How to "Guaranteed continuous construction" patented technology

Anti-rut pavement paving method capable of continuously paving base layer and surface layer

PendingCN111549608ASolve temperature problemsSolving Difficult to Compact ProblemsIn situ pavingsRoad engineeringStructural engineering
The invention discloses an anti-rut pavement paving method capable of continuously paving a base layer and a surface layer, and belongs to the field of road engineering. The method is characterized inthat a super-early-strength anti-cracking cement stabilized macadam base layer is paved firstly, and after the base layer is rolled, a cold-mixed cold-paved rigid-flexible composite surface layer ispaved under the condition that the surface is still in a wet state. Compared with the prior art, according to the anti-rut pavement paving method capable of continuously paving the base layer and thesurface layer, continuous paving of the cement stabilized macadam base layer and the surface layer can be realized; maintenance time for 7 days of the cement stabilized macadam base layer can be omitted, meanwhile, the continuity of the base layer and the surface layer is improved, the overall cooperative stress of the pavement structure is guaranteed, a permeable layer and a macadam sealing layerdo not need to be sprayed on the surface of the cement stabilized macadam base layer, and the construction cost is reduced. Meanwhile, the cold-mixed and cold-paved rigid-flexible composite surface layer does not need centralized hot mixing, so that construction is convenient, resources are saved, and the environment is protected. The anti-rutt pavement structure with the base layer and the surface layer capable of being continuously paved has high high-temperature anti-rutting performance, anti-cracking performance, water stability and durability, and has high popularization and applicationvalues.
Owner:SHANDONG TRANSPORTATION INST +2

Segmented lifting type construction elevator mechanism and segmented lifting method thereof

InactiveCN105217408ALower installation heightSolve the problem that cannot be constructedElevatorsBuilding liftsHigh riseCorbel
The invention discloses a segmented lifting type construction elevator mechanism and a segmented lifting method thereof. The segmented lifting type construction elevator mechanism comprises foundation embedded parts symmetrically arranged in a core tube shear wall, a steel platform detachably erected on the foundation embedded parts, steel corbels arranged between the foundation embedded parts and the steel platform in a supporting mode, and construction elevator standard joints detachably erected on the steel platform. A plurality of sets of foundation embedded parts are longitudinally distributed in the shear wall of a core tube body. The operation interval of a construction elevator is evenly segmented, a plurality of levels of erection foundations are arranged according to the segmented positions, and the level degree of the erection foundations is increased along with the height of the segmented positions. The construction elevator foundation is detachably erected on the erection foundation at the bottom segmented position. According to the construction progress, the construction elevator foundation is lifted up gradually from the first-level erection foundation to the upper-level erection foundation, and therefore the problem that horizontal structures can not be constructed due to the fact that the construction elevator occupies space in a core tube of a super high-rise building is solved.
Owner:THE THIRD CONSTR CO LTD OF CHINA CONSTR THIRD ENG BUREAU

Anti-high temperature consolidation type plugging agent

The invention discloses an anti-high temperature consolidation type plugging agent which consists of the following components in parts by weight: 30-40 parts of calcium carbonate, 3-5 parts of G-level oil well cement, 10-20 parts of high-temperature anti-salt clay, 0.5-3 parts of hydroxyethyl cellulose, 0.1-1 part of polyanionic cellulose, 0.5-3 parts of sulfonated tannin, 0.5-3 parts of sulfonated lignite and 1-5 parts of sulfonated phenolic resin SMP-2. The anti-high temperature consolidation type plugging agent is prepared by the following steps: sequentially adding the substances into a reaction kettle according to the components and content; stirring and mixing for 5-6 hours at 55-60 DEG C under normal pressure; adding the mixture into a dryer; and after the mixture is dried, grinding into 0.01-0.3mm powdery product. The anti-high temperature consolidation type plugging agent disclosed by the invention has the advantages of strong high-temperature resistance, good liquidity, high plugging rate, strong condensation performance, wide source of raw materials, scientific and simple process and safety in construction and is widely applied to the plugging projects of the absorption wells such as a high-temperature deep well and a geothermal exploitation well in petroleum and geological drilling.
Owner:DONGYING TAIER GASOLINE TECH

High-density consolidation-type leaking stoppage agent

The invention relates to a high-density consolidation-type leaking stoppage agent. The high-density consolidation-type leaking stoppage agent comprises the following components in parts by weight: 10 to 20 parts of calcium carbonate, 10 to 20 parts of calcium hydroxide, 2 to 6 parts of aluminum oxide, 6 to 10 parts of oil well cement, 40 to 60 parts of iron ore powder, 40 to 60 parts of barite, 3 to 6 parts of sulfonated sodium tannin SMT, 1 to 5 parts of solid polymeric alcohol lubricant, 0.2 to 1 part of acrylamide and sodium acrylate copolymer 80A-51, 0.2 to 1 part of potassium polyacrylamide K-PAM and 0.1 to 0.4 part of biopolymer XC. The preparation method of the high-density consolidation-type leaking stoppage agent comprises the following steps of sequentially adding the substances into a reaction kettle according to the weight ratio and content, stirring and mixing the components for 5 to 6 hours under the normal pressure and the temperature of 50 to 65 DEG C, adding the mixture into a drying device, crushing the mixture into solid powder product of 0.01mm to 0.3mm after the mixture is dried. The high-density consolidation-type leaking stoppage agent is high in density, good in mobility, coagulable, strong in leaking stoppage capacity, toxic-free, pollution-free, wide in raw material source, scientific and simple in process, safe in construction, widely applicable to petroleum and geological drilling process and particularly applicable to the high-pressure leaking stratum.
Owner:DONGYING TAIER GASOLINE TECH

Automatic control system for segmental bridge prefabricated line form

The invention provides an automatic control system for a segmental bridge prefabricated line form, and belongs to the technical field of segmental bridge prefabrication construction. The invention solves problems that a conventional reconstruction method employing manual operation is slow in measurement and is low in automation degree. The system is used for controlling a forming module group which consists of an end die, a pouring region and a matched region, and the matched region of the forming module group is provided with a matched segment. A pouring segment is formed in the pouring region. The system comprises an automatic measurement and setting unit for measuring and setting the geometric positions of the matched segment and the pouring segment, a central control unit for receivingthe measurement data of the automatic measurement and setting unit and carrying out the calculation of an adjustment quantity, and an automatic adjustment unit for adjusting the position of the matched segment. The central control unit calculates an error of the matched segment according to the data measured by the automatic measurement and setting unit, and controls the adjustment quantity of the automatic adjustment unit. The system can achieve the automatic setting-out and automatic adjustment, is high in measurement precision, is high in automation degree, and is high in production efficiency.
Owner:EAST CHINA JIAOTONG UNIVERSITY

Cast-in-place concrete early-dismantling formwork system and construction method thereof

PendingCN109057322AFaster turnaround usageSave one time investmentForms/shuttering/falseworksBearing capacityBuilding construction
The invention discloses a cast-in-place concrete early-dismantling formwork system and a construction method thereof. The construction method comprises the steps of installing beam and slab supportingstructures, installing a beam and slab formwork, installing floor supporting structures, assembling a floor formwork and the like. The construction method of the cast-in-place concrete early-dismantling formwork system can achieve early dismantling in the real sense, and the allocation amount of the formworks is reduced by 1/3 to 1/2. The jacking and supporting combination degree is high, installation and disassembly are easy, the stability is high, and the bearing capacity is high. The height of the floor formwork and the height of the beam and slab formwork can be adjusted to meet differentconstruction requirements. Besides, much fewer wood rods, much fewer steel pipes and much fewer wood beams are used, fewer building wastes are generated, the construction environment is clean, neat,beautiful and friendly, it is ensured that the site is cleaned up after construction is finished, and potential safety hazards to workers are reduced. The input cost is reduced, resource waste is reduced, and the construction method of the cast-in-place concrete early-dismantling formwork system has an important significance in energy saving, environmental protection, low carbon and emission reduction.
Owner:广东锐良新型建筑模板支撑材料有限公司

Special-shaped epoxy terrazzo wall surface embedded lamp strip profile and construction method thereof

PendingCN114165007AWon't breakAvoid the risk of reworkCovering/liningsLight fasteningsEpoxyEngineering
The invention discloses a special-shaped epoxy terrazzo wall surface embedded lamp strip profile and a construction method thereof, and belongs to the technical field of special-shaped epoxy terrazzo lamp strips. The light reflecting device comprises a light reflecting cambered surface light groove, a light groove sealing cover plate is inserted in the upper portion of the light reflecting cambered surface light groove, a first clamping edge is arranged on the inner side face of the light reflecting cambered surface light groove, and a slope soft strip light strip is arranged on the first clamping edge. Factory-like mold production can be achieved, seamless butt joint with the special-shaped epoxy millstone wall face can be achieved, the special-shaped epoxy millstone decoration wall face brightening and edge closing and opening closing can be achieved, perfect opening closing is achieved, functionality and ornamental value are achieved, installation is convenient and fast, maintenance is convenient, the construction cost is effectively saved, and continuous construction is guaranteed; the slope soft strip lamp belt can be pulled out along the lamp belt installation groove, a light reflecting cambered surface lamp groove does not need to be dismantled, the special-shaped epoxy millstone wall face cannot be damaged, the risk of wall face reworking is effectively avoided, and rapid replacement of products is achieved.
Owner:CHINA MCC17 GRP

Suspension-type sliding form and construction method of one-time molding of large-inclination trash rack

The invention discloses a large-inclination-angle trash rack-shaped suspension sliding form and a construction method thereof, which include a mold body system and a suspension system; the mold body system includes a trash rack-shaped template formed by splicing panels, and a Ribs and supporting trusses; a working platform is laid on the upper surface of the formwork system; a hydraulic control system is installed on the working platform; the suspension system includes a suspension support frame of a truss structure, and the suspension support frame is fixed on the trash block through anchor bars and steel supports The platform on the grid; there are multiple sets of suspension rods connected to the bottom of the suspension support frame, and the bottom end of the suspension rods is connected to the truss of the form system through a hydraulic jack; the suspension angle of the suspension rods is consistent with the inclination angle of the trash rack; the form system There is a concrete conveying system along the installed steel bars and tracks at the top; there is a missing maintenance system connected to the lower part of the formwork system; the steel bars are bound in place at one time, the installation of grid grooves and tracks is completed at one time, and the second phase of concrete construction is canceled. The characteristics of one-time forming of hanging sliding form.
Owner:CHINA INTERNATIONAL WATER & ELECTRIC CORPORATION +3

Control system and method of impact type cutter head device

The invention discloses a control system and method of an impact type cutter head device. The control system comprises a cutter head detection device, an impact equipment detection device and a control module electrically connected with the cutter head detection device and the impact equipment detection device, wherein the cutter head detection device is used for detecting the rotating speed of acutter head; the impact equipment detection device is used for detecting the impact frequency and the rotating speed of impact equipment; and the control module is used for controlling the impact equipment or the cutter head according to the cutter head rotating speed detected by the cutter head detection device and the impact equipment impact frequency and the impact equipment rotating speed detected by the impact equipment detection device, so as to make the rotating speed of the cutter head to be matched with the impact frequency and the rotating speed of the impact equipment. According tothe control system and method, the rotating speed of the cutter head can be matched with the impact frequency and the rotating speed of the impact equipment so that the construction efficiency can begreatly improved, and the loss rate and the construction risk of the equipment are reduced.
Owner:CHINA RAILWAY CONSTR HEAVY IND

A vehicle-mounted soil freezing prevention and control system

The invention relates to a vehicle-mounted earth material freezing prevention and control system. The system comprises a tail gas collector (2) and a tail gas filter (3) which are arranged at a tail gas exhausting cylinder (1) of an earth material transporter, a gas pressurizer (7) which is communicated with the tail gas filter (3) and is arranged at the top surface of the vehicle head, and multiple dispersion pipes (5) which are communicated with the gas pressurizer (7) and are arranged inside the carriage. The dispersion pipes (5) are provided with multiple dispersion holes (9) for pressurized hot gas to disperse, and the dispersion holes (9) are provided with protection lids (10). According to the vehicle-mounted earth material freezing prevention and control system, in a transportation process, heat carried in the tail gas can be effectively utilized to raise the temperature of the earth material or defreeze the earth material, the vehicle-mounted earth material freezing prevention and control system is applicable to earth material freezing prevention and control in construction engineering in a cold area or a seasonal frozen soil area, the quality problems of engineering filling that the compactness, the permeability and the strength do not meet the requirements due to the frozen earth material are avoided, and the achievement of continuous construction in a low-temperature environment is guaranteed.
Owner:NORTHWEST INST OF ECO ENVIRONMENT & RESOURCES CAS

Tunnel non-motorized vehicle lane groove cover plate mounting device

The invention discloses a tunnel non-motorized vehicle lane groove cover plate mounting device which comprises a door frame, a walking wheel assembly, a hoisting mechanism and a cover plate clamping mechanism, the door frame comprises a bearing beam and a track beam, and the walking wheel assembly is mounted at the bottom of the bearing beam; the hoisting mechanism is mounted on the track beam and comprises a walking trolley, an electric hoist jack and a driving motor; the cover plate clamping mechanism is installed on a lifting hook of the electric hoist jack, the walking trolley and the electric hoist jack can slide on the track beam under driving of the driving motor, and the cover plate clamping mechanism works under the effect of the electric hoist jack after clamping a cover plate. By adopting the limiting technical scheme, the problems that the cover plate block of a non-motorized vehicle lane groove of the tunnel is large, heavy and difficult to construct and install are solved, the construction period is greatly shortened, the labor intensity of workers and the construction difficulty are reduced, the integrity of the cover plate is guaranteed, the construction safety is greatly improved, and obvious comprehensive economic benefits are achieved.
Owner:浙江省建投交通基础建设集团有限公司

Rapid tamping device and construction method

The invention discloses a rapid tamping device and a construction method. The rapid tamping device comprises a tamping plate, lifting plates, reinforcing plates, a positioning cylinder, connecting buckles, bolts, nuts, iron chains, a connecting hammer head and an impact drill. The device is characterized in that exhaust pressure relief holes are machined in the upper half part and the lower half part of the tamping plate, the positioning cylinder is welded to the middle position of the tamping plate, the two reinforcing plates are welded in the longitudinal direction of the tamping plate, thetwo lifting plates are welded in the middle transverse position of the tamping plate, a lifting hole is formed in the middle of each lifting plate, and the connecting buckles and the lifting plates are connected through the lifting holes, the bolts and the nuts; and the iron chains are arranged on the upper parts of the connecting buckles in a matched manner, the other ends of the iron chains aremounted on the impact drill, the connecting hammer head is inserted into the positioning cylinder for positioning, the tamping plate is hoisted through the iron chains on the two sides, and the otherend of the connecting hammer head is connected with a cantilever of an excavator. The rapid tamping device has the advantages of simple structure, convenient operation, strong applicability, no site limitation, high construction efficiency, short construction time, reduced working strength of operators and improved safety.
Owner:CHINA THIRD METALLURGICAL GRP

Drilling blowout prevention efficient deslagging device and using method

The invention discloses a drilling blowout prevention efficient deslagging device and a using method thereof.The drilling blowout prevention efficient deslagging device is characterized in that a first connector is connected with an extraction system through an extraction main pipe, the lower end of the right side of a box body is connected with a plurality of air inlet connectors, the air inlet connectors are all connected with a drilling machine orifice, and the lower end of the left side of the box body is connected with a first deslagging pipe; the outer side of the first slag discharging pipe is connected with a connecting pipe, the outer side of the connecting pipe is fixedly connected with a first one-way valve, the other end of the connecting pipe is connected with the tank body, the lower end of the right side of the tank body is connected with a second slag discharging pipe, and the outer side of the second slag discharging pipe is fixedly connected with a second one-way valve. Dust generated in the drilling process can be effectively removed, continuous extraction and automatic cleaning are achieved, the blowout prevention requirement is met, it is guaranteed that a pipeline is unblocked all the time, the multiple functions of blowout prevention, dust prevention and slag removal in drilling are integrated, and the practicability of the device is greatly improved.
Owner:HUAINAN MINING IND GRP

High-density consolidation plugging agent

The invention relates to a high-density consolidation-type leaking stoppage agent. The high-density consolidation-type leaking stoppage agent comprises the following components in parts by weight: 10 to 20 parts of calcium carbonate, 10 to 20 parts of calcium hydroxide, 2 to 6 parts of aluminum oxide, 6 to 10 parts of oil well cement, 40 to 60 parts of iron ore powder, 40 to 60 parts of barite, 3 to 6 parts of sulfonated sodium tannin SMT, 1 to 5 parts of solid polymeric alcohol lubricant, 0.2 to 1 part of acrylamide and sodium acrylate copolymer 80A-51, 0.2 to 1 part of potassium polyacrylamide K-PAM and 0.1 to 0.4 part of biopolymer XC. The preparation method of the high-density consolidation-type leaking stoppage agent comprises the following steps of sequentially adding the substances into a reaction kettle according to the weight ratio and content, stirring and mixing the components for 5 to 6 hours under the normal pressure and the temperature of 50 to 65 DEG C, adding the mixture into a drying device, crushing the mixture into solid powder product of 0.01mm to 0.3mm after the mixture is dried. The high-density consolidation-type leaking stoppage agent is high in density, good in mobility, coagulable, strong in leaking stoppage capacity, toxic-free, pollution-free, wide in raw material source, scientific and simple in process, safe in construction, widely applicable to petroleum and geological drilling process and particularly applicable to the high-pressure leaking stratum.
Owner:DONGYING TAIER GASOLINE TECH

Automatic Control System of Prefabricated Alignment of Segmental Bridge

The invention provides an automatic control system for segmental bridge prefabricated alignment, which belongs to the technical field of segmental bridge prefabricated construction. It solves the problems of slow measurement speed and low degree of automation in manual operation in traditional construction methods. The present invention is used to control the forming module composed of the end mold, the pouring area and the matching area. The matching section is set in the matching area of ​​the forming module, and the pouring section is formed in the pouring area. The present invention includes a method for measuring and setting the matching section The automatic measurement and design unit for the geometric position of the pouring segment, the central control unit for receiving the measurement data of the automatic measurement and design unit and calculating the adjustment amount, and the automatic adjustment unit for adjusting the position of the matching segment. The central control unit is based on the automatic measurement and design The data measured by the unit calculates the error of the matching segment and controls the adjustment amount of the automatic adjustment unit. The invention can automatically stake out and adjust automatically, and has the advantages of high measurement precision, high degree of automation, high production efficiency and the like.
Owner:EAST CHINA JIAOTONG UNIVERSITY

High wall scaffold lifting moving trolley and construction method

The invention discloses a high wall scaffold lifting moving trolley which comprises a trolley frame, a moving mechanism is arranged at the lower end of the trolley frame, a portal upper square tube cross beam is arranged at the upper end of the trolley frame, two symmetrically-arranged portal square tube stand columns are fixedly connected between the portal upper square tube cross beam and the trolley frame, a rack is arranged between the two portal square tube stand columns, and the rack is fixedly connected with the portal upper square tube cross beam. The two ends of the rack are fixedly connected with the frame and the upper pipe cross beam of the portal frame respectively, a movable bracket is arranged on one sides of the two portal frame square pipe stand columns, two scaffold enclasping mechanisms are symmetrically arranged on one side of the movable bracket, and two sliding sleeves are symmetrically arranged at the other end of the movable bracket. According to the high wall scaffold lifting moving trolley and the construction method, the number of steel pipe scaffolds and the scaffold erection cost are reduced, a larger in-site space is provided, various construction costs are reduced, and the high wall scaffold lifting moving trolley has the advantages of being easy and convenient to construct, clear and easy to understand in process procedures and high in operability.
Owner:赵立财

Building pile foundation construction method

The invention discloses a building pile foundation construction method. The building pile foundation construction method comprises the following steps of (P1) preparation before drilling, (P2) embedding of protecting barrels, (P3) grouting, (P4) hole drilling, (P5) hole cleaning and (P6) pile forming. According to the building pile foundation construction method, a rotary drilling rig and a percussion drill rig are used for drilling holes in a combined manner, the shortcoming in the existing single pile foundation construction technology is overcome, suitable drill rigs are selected according to different geological conditions, the building pile foundation construction method is not limited by the geological conditions, accidents of hole collapse, drill jamming and the like are avoided, and the quality of a pile foundation is ensured; and moreover, an operation rack is a stable support for the drill rigs, construction of the pile foundation is not affected by soil texture, site mud or raining, continuous construction of the pile foundation is guaranteed, the construction cost is reduced, and the construction efficiency is improved. The building pile foundation construction method is convenient to operate, high in construction speed and obvious in economic benefit; and materials are saved.
Owner:CHONGQING TECH & BUSINESS INST +1

Anti-high temperature consolidation plugging agent

The invention discloses an anti-high temperature consolidation type plugging agent which consists of the following components in parts by weight: 30-40 parts of calcium carbonate, 3-5 parts of G-level oil well cement, 10-20 parts of high-temperature anti-salt clay, 0.5-3 parts of hydroxyethyl cellulose, 0.1-1 part of polyanionic cellulose, 0.5-3 parts of sulfonated tannin, 0.5-3 parts of sulfonated lignite and 1-5 parts of sulfonated phenolic resin SMP-2. The anti-high temperature consolidation type plugging agent is prepared by the following steps: sequentially adding the substances into a reaction kettle according to the components and content; stirring and mixing for 5-6 hours at 55-60 DEG C under normal pressure; adding the mixture into a dryer; and after the mixture is dried, grinding into 0.01-0.3mm powdery product. The anti-high temperature consolidation type plugging agent disclosed by the invention has the advantages of strong high-temperature resistance, good liquidity, high plugging rate, strong condensation performance, wide source of raw materials, scientific and simple process and safety in construction and is widely applied to the plugging projects of the absorption wells such as a high-temperature deep well and a geothermal exploitation well in petroleum and geological drilling.
Owner:DONGYING TAIER GASOLINE TECH

Building pile foundation construction method

The invention relates to the technical field of building construction, in particular to a building pile foundation construction method. Comprising the following steps that S1, surveying and setting out are conducted, a foundation is leveled, and the position of a pile foundation is marked; s2, a mud pit is dug between the pile holes, and drainage grooves are dug around the pile holes; s3, lowering and mounting the pile casing; s4, slurry is poured into the pile hole; s5, the positions of coordinate points and the drilling sequence are determined, and a drilling operation rack used for supporting a drilling machine is laid on the construction plane of the building pile foundation; s6, drilling is conducted; s7, hole cleaning; s8, lowering a reinforcement cage; s9, after hoisting of the reinforcement cage is finished, concrete pouring is conducted; and S10, after initial setting of the concrete, the pile casing is pulled out of the pile hole, and a pile foundation is formed. The construction method is convenient to operate, high in construction speed, capable of saving materials and obvious in economic benefit, and construction efficiency is improved while pile foundation construction quality is guaranteed. The method is mainly applied to the aspect of building pile foundation construction.
Owner:CHINA SHANXI SIJIAN GRP
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