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76results about How to "Efficient laying" patented technology

Construction method for repairing underground pipeline through non-excavation pipe expansion on original pipe position

The invention discloses a construction method for repairing an underground pipeline through non-excavation pipe expansion on an original pipe position. The method comprises the following steps: 1) digging a working pit of a drilling machine and a working pit of a dragging pipe according to experience and distance; 2) disconnecting and taking out an original pipeline; 3) placing a drilling machine on a guiding side of the working pit of drilling machine and then performing guiding operation for penetrating a drilling rod through a to-be-expanded pipeline till entering into the working pit of dragging pipe; 4) jointing a pipe-expansion cutter bit into the working pit of dragging pipe; 5) pulling back the drilling machine; 6) moving the drilling machine to one side of the working pit of drilling machine in the step 1), and by taking the working pit of dragging pipe as the next working pit of drilling machine, judging the position of the next working pit of the dragging pipe according to a traction force detected in the step 5) and digging the next working pit of the dragging pipe; 7) splicing the pipeline; 8) completing the paving and splicing of all the to-be-constructed pipelines. According to the construction method provided by the invention, through the combination of the operation of drilling machine and the cutting of the pipe-expansion cutter bit, the effective paving of the new pipeline on the original pipe position under the non-excavation condition can be realized.
Owner:SHANGHAI MUNICIPAL GAS NO2 PIPELINES ENGINEERING CO LTD

Fracturing method for improving laying effect of heterogeneous reservoir proppant

The invention discloses a fracturing method for improving a laying effect of a heterogeneous reservoir proppant, and relates to the technical field of oil and gas field sand fracturing processes. According to the method, geological data of a target well are collected and evaluated; according to the target well reservoir permeability and the single artificial fracture control radius, the segment length, the cluster spacing and the cluster number are designed; the artificial fracture length, the flow conductivity, the fracturing fluid scale and the fracturing proppant scale are designed on the basis of achieving the optimal yield; testing fracturing is conducted on the target well, and the reservoir fracturing fluid efficiency of the target well is determined; the usage amounts of prepad fluid, prepad sand-carrying fluid and sand-carrying fluid are calculated according to the determined fracturing fluid scale and the determined fracturing fluid efficiency correspondingly; the use amountof displacing fluid is determined according to the volume of a target well shaft; and a pump injection program is generated according to the determined proppant scale as well as the determined amountsof the prepad fluid, the prepad sand-carrying fluid, the sand-carrying fluid and the displacing fluid, and fracturing operation is implemented. The method solves the technical problem that unsupported and invalid seams are formed in the fracturing process due to the fact that the proportion of the prepad fluid cannot be completely matched with a reservoir stratum in traditional fracturing design.
Owner:BC P INC CHINA NAT PETROLEUM CORP +1

Fabricated roadbed construction system and technology suitable for deep soft foundation

The invention discloses a fabricated roadbed construction system and technology suitable for a deep soft foundation. The fabricated roadbed construction system suitable for the deep soft foundation includes a ground line, wherein a deep soft foundation layer is below the ground line, an under layer is arranged above the ground line, a plurality of prestressing tube piles are vertically inserted into the deep soft foundation, a fabricated supporting structure is detachably mounted on the under layer, the vertical direction of the fabricated supporting structure is perpendicular to the under layer, a counterweight soil body is paved at the bottom of the fabricated supporting structure, the space above the counterweight soil body in the fabricated supporting structure is filled with an earthwork foamed plastic block body, and a road surface layer is paved on the earthwork foamed plastic block body in the fabricated supporting structure. According to the fabricated roadbed construction system and technology, the problems that the construction speed of a roadbed on the deep soft foundation is low due to an existing construction technology, the occupied area is large, and quality of roadbed filling is difficult to guarantee are solved, thus the economical efficiency of foundation treatment of the deep soft soil roadbed is improved, and land resources are saved.
Owner:四川省交通勘察设计研究院有限公司

Multi-cable active unwinding type laying equipment

The invention discloses multi-cable active unwinding type laying equipment, which comprises a plurality of unwinding mechanisms which are uniformly mounted on the end surface of one end of a mounting seat along the circumferential direction of the mounting seat, cable rolls are mounted on the unwinding mechanisms, a shaft rod perpendicular to the end surface of the mounting seat is constructed at the center of one end, far away from the unwinding mechanisms, of the mounting seat, and the cable rolls are mounted on the shaft rod. A cable guiding mechanism is installed on the end face, on the same side as the unwinding mechanism, of the installation base. According to the invention, active unwinding of a plurality of cable coils is realized at the same time, cable laying is stably and efficiently carried out in cooperation with traction of constructors or traction equipment, the labor intensity of the constructors is reduced, corresponding problems caused by high-load operation of the traction equipment are avoided, and the cable laying device can be used for laying cables according to requirements of different scenes. The cables are laid side by side or wound, so that the scene is kept clean and tidy, and the laying difficulty is reduced. The cable laying device is suitable for the technical field of cable laying in power construction.
Owner:石家庄市森田电子通信有限公司

Flue plate laying machine applicable to large-diameter flue plate and laying method thereof

The invention discloses a flue plate laying machine applicable to a large-diameter flue plate and a laying method thereof, and solves the problems that in the prior art, operation of a flue plate laying device and tunneling cannot be performed simultaneously and the working efficiency is low. The flue plate laying machine comprises an active trailer, wherein a hoisting frame is arranged on the active trailer, a rotary system is arranged on the hoisting frame, a hoisting system for hoisting the flue plate is arranged on the rotary system, the rotary system can drive the hoisting system to rotate, and the rotary system and the hoisting system are connected with a power-control system on the active trailer. According to the flue plate laying machine applicable to the large-diameter flue plateand the laying method thereof, the flue plate is lifted up through the hoisting system, when the lifting height of the flue plate is higher than that of a flue plate supporting base, the rotary system rotates the flue plate by 90 degrees, the trailer is driven to move back and forth through a wheel pair driving device, the flue plate is placed at a target position, and efficient laying of the flue plate is realized.
Owner:CHINA RAILWAY HI TECH IND CORP LTD +1

End supporting joint structure and construction method of detachable steel bar truss plate

The invention relates to the field of concrete structure building construction, in particular to an end supporting joint structure of a detachable steel bar truss plate. The end supporting joint structure comprises the steel bar truss plate, a frame structure and a first supporting piece. The steel bar truss plate comprises a floor bearing plate and a steel bar truss detachably connected to one side of the floor bearing plate. A frame formwork is arranged on the outer side of the frame structure and comprises a side formwork, the floor bearing plate is arranged on one side of the side formwork, and the upper end of the side formwork and the upper surface of the floor bearing plate are equivalent in height. The first supporting piece is provided with the end for supporting the steel bar truss plate. The ends of the side formwork and the floor bearing plate mutually abut or are arranged in a clearance mode, thus splicing and dismantling of the side formwork and the floor bearing plate are easy and easy to operate, slurry is not prone to leaking, the formed floor face and the beam face or a wall face are good in transition, the pour-formed floor face is good in integrity, shock and impact resistance and waterproofness, and the floor face is level and can be directly whitewashed, assembled and disassembled.
Owner:ZHE JIANG ZHONGYI BUILDING MATERIALS TECH CO LTD

Electric casting manufacturing device and process of carbon fiber reinforced metal

ActiveCN106521563AAccelerate the liquid phase mass transfer processThinningElectroforming processesFibre reinforcementFiber bundle
The invention relates to an electric casting manufacturing device and a process of carbon fiber reinforced metal. Carbon fibers are wound on the surface of a cathode core mold under the condition of flexible pressing for electric casting formation. Under driving of a rotating motor and a guider, the carbon fibers are continuously wound and fully paved on the whole cathode core mold, and meanwhile, metal nickel is continuously deposited on the cathode core mold and the carbon fibers. In the process, a flexible pressing device is always tightly bonded on the surface of the cathode core mold. A water sucking material on the surface of the flexible pressing device can permeate electric casting liquid into the carbon fiber bundle to increase compactness of a prepared electric casting layer; and the flexible pressing device can remove hydrogen bubbles generated by the reaction and other impurities through the effects of extrusion and friction on the cathode core mold and the carbon fibers. The device needed by the process comprises an electric casting system, a carbon fiber winding system and a flexible pressing system. The device and the process can prominently reduce internal holes and surface defects of a carbon fiber reinforced metal electric casting layer, and prominently improve the quality and the mechanical performance of the prepared carbon fiber reinforced metal electric casting layer.
Owner:WUXI VOCATIONAL & TECHN COLLEGE

Device for efficiently laying curtain plate in building field

The invention relates to the field of building curtain plate assembly, in particular to a device for efficiently laying a curtain plate in a building field. The device comprises a double-layer base, a feeding assembly, a stabilizing assembly, a driving assembly and a laying assembly; the feeding assembly is arranged on the side of the double-layer base; the stabilizing assembly comprises four pressing mechanisms; the driving assembly comprises a lifting mechanism and a first translation mechanism used for transverse movement; and the laying assembly comprises a laying mechanism, a rolling mechanism, a second translation mechanism and a rotating mechanism. According to the device, through the arrangement of the driving assembly, the device can be precisely moved to an area where the curtain plate needs to be laid, so that the laying precision is improved; through cooperative operation of the paving mechanism, the rotating mechanism, the second translation mechanism and the rolling mechanism, the curtain plate can be efficiently paved, and meanwhile, the paved curtain plate can be rolled, so that the firmness between the curtain plate and a wall is improved; and through operation of the feeding assembly and the paving mechanism, the automatic transportation is achieved, the investment of labor force is reduced, and then the economic expenditure is reduced.
Owner:冯祥

Laying tool for seepage-proof coil of groove corner part

The invention provides a laying tool for a seepage-proof coil of a groove corner part. The laying tool comprises a triangular hanger and an auxiliary hoisting structure, wherein the auxiliary hoistingstructure is fixed on the triangular hanger; the triangular hanger is set to be an isosceles triangle structure; the triangular hanger comprises two groups of steel waist pipes, a steel bottom pipe and a connecting structure; connecting parts are formed between the starting ends of the two groups of steel waist pipes, between the tail ends of the steel waist pipes and the starting end of the steel bottom plate, and between the tail ends of the steel waist pipes and the tail end of the steel bottom pipe; the connecting structure is arranged on the connecting parts; the auxiliary hoisting structure is fixed on the connecting structure. The laying tool provided by the invention is simple and practical and can be used for ensuring that the seepage-proof coil is flatly and stably put down in avertical construction process of the groove corner parts with different angles and the construction efficiency is effectively improved; good laying quality of the seepage-proof coils of the groove corner parts with different side edge lengths can be met.
Owner:TIANJIN ZHONGLIANGELIN SCI & TECH DEV CO LTD

Device and construction method for guaranteeing slope and interseam of acid proof ceramic tile paving

The invention provides a device and construction method for guaranteeing the slope and the interseam of acid proof ceramic tile paving. The device comprises a bottom seat, a stand column, a measure gauge, an angle scale and an angle locking device, the stand column is perpendicularly fixed to the bottom seat, a sliding groove is formed in the stand column in the vertical direction, and measure gauge and the angel scale are connected to the sliding groove through an adjusting bolt and the stand column; the angle locking device comprises a longitudinal rod fixed to the bottom seat, the longitudinal rod is slidably connected with the measure gauge, the longitudinal rod is provided with a limiting part, the longitudinal rod and the measure gauge are locked through the limiting part, thus relative sliding is avoided, a plurality of sliding cushion blocks sleeve the measure gauge, the sliding cushion blocks are moved and fixed, a clamping groove is formed through every two adjacent sliding cushion blocks to assist paving of acid proof ceramic tiles. According to the device and construction method for guaranteeing the slope and the interseam of acid proof ceramic tile paving, the requirements of experiences and skills of construction personnel are low, the acid proof ceramic tiles can be effectively and accurately paved by the construction personnel, the whole slope is guaranteed, and the situation that accumulated liquid occurs in the using process of later stage is prevented.
Owner:MCC TIANGONG GROUP

Translation traction construction method for PC narrow and high track beam on cast-in-place beam

The invention discloses a translation traction construction method for a PC narrow and high track beam on a cast-in-place beam, which is characterized by comprising the following steps: S1, translation track installation: paving a leveling cushion block on the cast-in-place beam, and then paving two translation tracks penetrating through the cast-in-place beam on the leveling cushion block; S2, constructing a translation traction mechanism; S3, hoisting and fixing the track beam, specifically, the track beam is hoisted to the position between the two vertical supporting beams on the transverse supporting beam from the side span side face of the cast-in-place beam, and arranging buffering and reinforcing cushion blocks additionally between the vertical supporting beams and the track beam; and S4, performing track beam translation traction. According to the translation traction construction method for the PC narrow and high track beam on the cast-in-place beam, the technical problem that when the PC narrow and high track beam is erected on a cast-in-place pier column in the middle of a bridge and the cast-in-place beam, a crane and a beam transporting vehicle cannot be driven to the bridge to hoist the track beam in consideration of bridge bearing is solved.
Owner:CCFEB CIVIL ENG
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