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74results about How to "Easy to make on site" patented technology

Structure and method used for improving compressive strength of pressure type anchor cable cement grouting body

The invention provides a structure and method used for improving compressive strength of a pressure type anchor cable cement grouting body. The structure and method are used for solving shortcomings in the prior art. According to the pressure type anchor cable cement grouting body, a spiral reinforcing frame is added in the position, within the range of 1 to 3 m above a pressure bearing plate, inthe cement grouting body, the thread pitch of the spiral reinforcing frame is 20 to 60 mm, the spiral reinforcing frame is composed of multiple longitudinal ribs and spiral ribs wound outside the longitudinal ribs, the bottom of the spiral reinforcing frame is fixed to the pressure bearing plate, grouting is carried out in an anchor cable hole through a primary grouting pipe and a secondary grouting pipe to form the grouting body, and the grouting body completely wraps the spiral reinforcing frame. According to the anchor cable structure, the compressive strength of the cement grouting body can be at least improved by one cement mark, and the aims that it is ensured that the grouting body within the range of 1 m to 3 m above the pressure bearing plate meets the design needs, and is not crushed, reliability of the grouting body is improved, the designed cement mark is reduced, and the engineering cost is reduced.
Owner:WUHAN SURVEYING GEOTECHN RES INST OF MCC

Composition and application of low-temperature and hydration synergistic low-heat early-strength cement slurry system

PendingCN113511850ALow heat of hydrationLow temperature early strengthDrilling compositionCalcium silicatePhysical chemistry
The invention discloses composition and application of a low-temperature and hydration synergistic low-heat early-strength cement slurry system. The low-heat early-strength cement slurry system is prepared from the following components in parts by weight: 100 parts of oil well cement, 70-100 parts of a low-hydration-heat active cementing material, 3.2-6.3 parts of a hydrated calcium silicate-polycarboxylic acid ether nano composite early strength agent, 1.8-5.4 parts of a low-temperature activator, 0.7-1.3 parts of a fluid loss agent, 0.3-0.6 part of a dispersing agent, 0.2-1.0 part of a defoaming agent, 15-20 parts of hollow glass beads and 60-92 parts of water. According to the cement slurry system, on the basis that a low-hydration-heat-activity cementing material is selected, the hydrated calcium silicate-polycarboxylate ether nano-composite early strength agent and the low-temperature activating agent are adopted and have a synergistic effect, and the compressive strength of set cement in the curing period is jointly promoted; and the cement slurry system has the characteristics of being small in hydration heat release, high in early strength and the like, and meanwhile, has the advantages of adjustable density, adjustable thickening time, good rheological property, low filter loss, short setting waiting time and the like, is suitable for well cementation of ocean deepwater surface layers and hydrate layers, and lays a solid foundation for development of ocean oil and gas resources.
Owner:CHINA UNIV OF PETROLEUM (EAST CHINA)

Crosslinked cable hot melting connector and manufacturing method thereof

PendingCN108683149AAvoid concentrated breakdownEffective secondary sealCable junctionsApparatus for joining/termination cablesElectrical conductorEngineering
The invention discloses a crosslinked cable hot melting connector which is used for the protection layer connecting the cable and the cable arranged in the protection layer. The crosslinked cable hotmelting connector comprises a connecting group and a sheath group. The sheath group wraps outside the connecting group. The connecting group comprises a melting body which is used for connecting the internal conductor of the cable in a melting way, an internal semi-conductive layer which wraps outside the melting body and the conductor and an insulator. The internal semi-conductive layer is connected with a conductor shielding layer. The insulator wraps outside the internal semi-conductive layer. The insulator is externally connected with a cable insulating layer. According to the crosslinkedcable hot melting connector, the connecting group is used for connecting the cable and the sheath group is used for connecting the protection layer so as to realize double-layer protection; the connecting group can keep great conductivity so as to avoid cable breakdown caused by electric field stress concentration; and the shielding paint layer is arranged on the insulator so that the situation ofcable arc breakdown can be avoided, the external semi-conductive layer is connected with the galvanized copper mesh layer so that the whole cable insulating shielding is enabled to be completely andreliably recovered. The cable connector can be manufactured onsite so that operation is convenient, the cost is low and the cable connector is suitable for popularization.
Owner:CHANGYUAN ELECTRIC TECH

Thin-wall hollow pier pouring connecting structure and construction method thereof

The invention discloses a thin-wall hollow pier pouring connecting structure and a construction method thereof. The connecting structure comprises pier reinforcing steel bars connected in sections, alower frame body connected to the lower portions of the pier reinforcing steel bars, an upper frame body connected to the upper portions of the pier reinforcing steel bars, a set of formwork connectedto the middles of the pier reinforcing steel bars, and a template connected to the outer sides of the reinforcing steel bars bound with the reinforcing steel bars. The template comprises an inner template and an outer template, and the outer side of the outer template is connected with a platform plate and a fence. Through the arrangement of the upper frame body, the lower frame body and the positioning holes used for positioning the pier reinforcing steel bars in the upper frame body and the lower frame body, the pier reinforcing steel bars can be preliminarily laterally limited under the large frame; through the arrangement of the formwork, pier steel bars can be accurately positioned, and the formwork can also be used as a construction platform, so that the operation of constructors isfacilitated; by means of off-site binding and positioning of segmented pier steel bars, staged construction is facilitated, construction efficiency is improved, and construction accuracy is improved.Through the arrangement of the platform plate and the connecting component, safe and convenient construction of constructors is facilitated.
Owner:中国建筑土木建设有限公司

Inorganic binding material prepared through classified treatment of building solid waste recycled aggregate and preparation method of inorganic binding material

PendingCN110078452AQuality improvementHigh strengthStudy CharacteristicsBrick
The invention discloses an inorganic binding material prepared through classified treatment of building solid waste recycled aggregate and a preparation method of the inorganic binding material. The building solid waste recycled aggregate is taken as aggregate for producing inorganic binding material products with different strength. By means of a technology, an inorganic binding material stabilizing material is produced from building solid waste with processes of sorting, pre-wetting, impurity removal, crushing, sieving, secondary prewetting, storage, batching and stirring. By means of the technology for disposing the building solid waste, waste bricks and concrete in the building solid waste are converted into recycled aggregate through a specific processing procedure with sufficiently studied characteristics of the building solid waste, and inorganic binding material stabilized building solid waste recycled aggregate products are formed in cooperation with an inorganic binding material by plant mix, blending and stabilizing; a manual soring platform is fixed on a sieving equipment main body, large light substances are manually picked out, tiny particles and light substances areremoved through an air separation device, and impurity ingredients in the building solid waste are effectively removed.
Owner:北京城建华晟交通建设有限公司 +1

Complete equipment for preparing liquefied consolidated soil from waste residue soil and construction method of complete equipment

The invention discloses complete equipment for preparing liquefied consolidated soil from waste residue soil and a construction method of the complete equipment. The complete equipment comprises a screening device, an ingredient conveying device, a material storage device, a material conveying device, a stirring device, a finished product material temporary storage bin, a pumping device, a finished product material conveying pump and a control device. The discharging end of the screening device is connected with the feeding end of the ingredient conveying device. The discharging ends of the ingredient conveying device and the pumping device are both connected with the feeding end of the stirring device, the discharging end of the stirring device is connected with a feeding port of the finished product material temporary storage bin, a discharging port of the material storage device is connected with a feeding port of the material conveying device, and a discharging port of the material conveying device is connected with the ingredient conveying device. The finished product material conveying pump is connected with a discharging port of the finished product material temporary storage bin through a pipeline, and the screening device and the ingredient conveying device are arranged in a radial offset mode. In general, the complete equipment for preparing the liquefied consolidated soil from the waste residue soil and the construction method of the complete equipment have the advantages of being convenient to use, accurate and stable in metering, small in operation difficulty, short in construction period and good in construction quality.
Owner:河南绿岩工程科技有限公司

Vertical copper sealing rod and horizontal rubber waterstop connecting method

ActiveCN105780730ASolve the problem of water stop connectionEasy to make on siteMarine site engineeringAdhesiveAgricultural engineering
The invention discloses a vertical copper sealing rod and horizontal rubber waterstop connecting method. An external connection copper sealing rod is welded to the position a certain distance away from the bottom end of a vertical copper sealing rod, an installation groove is formed between the external connection copper sealing rod and the vertical copper sealing rod, and the bottom end of the external connection copper sealing rod is aligned with the bottom end of the vertical copper sealing rod; the surfaces of the bottoms of T-shaped connectors of horizontal rubber waterstop and rubber waterstop are polished to be smooth, fresh rubber is exposed out, the surface is cleaned up, and the bottoms of the T-shaped connectors of the horizontal rubber waterstop and the rubber waterstop are pasted together through chloroprene rubber adhesive; and the two sides of the upper portion of the T-shaped connector of the rubber waterstop are polished to be smooth, fresh rubber is exposed out, the surface is cleaned up, and the rubber waterstop is coated with the chloroprene rubber adhesive to be then inserted from the bottom of the installation groove and fixed through a stainless steel bolt. By means of the vertical copper sealing rod and horizontal rubber waterstop connecting method, convenience is brought to on-site construction, the structure is simple, connection is stable, the water stopping effect is good, and the economical benefit is remarkable.
Owner:CHINA WATER RESOURCES BEIFANG INVESTIGATION DESIGN & RES

Manufacturing method for five-layer stainless steel-glass fiber reinforced plastic compound heat preservation pipe with pipe joint

The invention relates to a manufacturing method for a five-layer stainless steel-glass fiber reinforced plastic compound heat preservation pipe with a pipe joint. The manufacturing method includes the steps that firstly, a stainless steel sheet band with the wall thickness of 0.6-1.0 mm is manufactured into a stainless steel pipe through a full-automatic pipe manufacturing device and welded through an argon welder under protection of injected argon; secondly, the metal pipe obtained in the first step is fixed to rotary shafts of rotary devices, pipe openings in the two ends of the metal pipe are fixed to the rotary shafts of the rotary devices on the two sides respectively when the metal pipe is machined, and the metal pipe can rotate normally by adjusting the rotary shafts; thirdly, alkali-free glass fiber twistless roving is standby on a winding device, the outer wall of the metal pipe to be machined is evenly coated with a layer of unsaturated polyurethane resin, and one end of a piece of alkali-free glass fiber twistless roving is evenly wound around the metal pipe; fourthly, heat preservation foaming is carried out; fifthly, waterproof treatment is carried out. The manufacturing method has the advantages that the process is simple, the service life of the compound pipe is long, internal corrosion prevention and external corrosion prevention are achieved at a time, and the pipe is high in strength and hardness and resistant to abrasion, scaling, high temperature and aging.
Owner:吴汉超

Plugging drainage device for dewatering well and construction method

PendingCN114703878AReinforced compression capacityIncreased seal assuranceFoundation engineeringSteel platesWater stop
The invention relates to the technical field of dewatering construction, in particular to a dewatering well plugging drainage device and a construction method. The construction method comprises the following construction steps that backfilling is conducted in the precipitation well, redundant underground water is pumped, a plugging sleeve is installed at the top of the precipitation well, the plugging sleeve is fixedly connected with a pouring belt through a water stop ring, and a first plugging steel plate is installed in the plugging sleeve; in the process of installing the first plugging steel plate, water is continuously pumped in the dewatering well through a water pump, the water pump is removed, concrete is poured in the upper side area of the first plugging steel plate, a second plugging steel plate is installed at the top of the plugging sleeve, and the airtightness of plugging of the bottom of the dewatering well is detected. According to the construction method, plane operation is changed into three-dimensional operation, the problems of urgent surge in the precipitation well plugging process and underground water leakage in the later period are reduced, the quality of the plugged precipitation well is improved, and it can be guaranteed that engineering construction is completed on schedule during various emergency construction periods and basement three-dimensional operation.
Owner:CHINA CONSTR EIGHTH ENG DIV

Steel-structure horizontal sliding guide rail oil scraping device and construction method thereof

ActiveCN111644321APositioning installation accuracyGood fit sizeLiquid surface applicatorsLubrication elementsHydraulic cylinderMechanical engineering
The invention discloses a steel-structure horizontal sliding guide rail oil scraping device and a construction method thereof. The oil scraping device comprises a sliding rail, a sliding shoe connected to the sliding rail, a locking device connected to the sliding rail and in the opposite direction of forward moving of the sliding shoe, a hydraulic cylinder connected between the sliding shoe and the locking device and an oil scraping mechanism connected to the bottom of the sliding shoe and connected with the sliding rail, the oil scraping mechanism comprises a fixed base connected with the sliding shoe, a set of oil scraping parts connected to the outer side of the fixing base, and a connecting plate connected between the oil scraping parts, due to the fixing base, connection with the sliding shoe is facilitated, along with moving of the sliding shoe, uneven coating oil on the rail particularly the side face of the rail can be scraped in front of the locking device, through an oil scraping box, an oil scraping piece and an adjusting rod can pass through a mounting space, the connecting plate on the oil scraping box can position mounting accuracy of the oil scraping piece, throughthe adjusting rod, the device can adapt to different rail sizes, and on the other hand, mounting replacing and repeated use can be facilitated.
Owner:CHINA STATE CONSTRUCTION ENGINEERING CORPORATION +1

On-site mixed emulsion explosive loading device and method for tunnel peripheral holes

PendingCN114838636APerfect charging stepsSimple structureBlastingDetonatorTEX-explosive
The invention discloses an on-site mixed emulsion explosive charging device and method for tunnel peripheral holes. The charging device comprises a charging sleeve, a sleeve sealing piece and an elastic fixing ring. The charging sleeve extends from the bottom of the blast hole to the opening of the blast hole, the sleeve sealing piece seals the opening, located at the bottom of the blast hole, of the charging sleeve, the elastic fixing ring is arranged at the opening of the blast hole and clamped between the periphery of the charging sleeve and the wall of the blast hole, and the charging sleeve is used for containing a detonator, a detonating charge and on-site mixed emulsion explosives. The charging method is implemented on the basis of on-site mixed charging equipment and the device, and low-density explosives are filled. The device has the beneficial effects that the charging device is simple in structure, convenient to manufacture and mount on site, capable of forming non-coupling charging, labor-saving, low in labor intensity and high in construction efficiency, and hole net parameter optimization for enlarging the hole diameter of a blast hole is facilitated. The charging method is implemented on the basis of on-site mixed charging equipment and the charging device, and the smooth blasting effect is ensured through combination of the low-density explosive and the non-coupling charging structure.
Owner:CHINA GEZHOUBA GRP YIPULI CO LTD

Labor-saving steel bar bending tool capable of controlling bending angle and method

The invention belongs to the field of steel bar bending equipment and tools, and specifically relates to a labor-saving steel bar bending tool capable of controlling a bending angle and a method. Thelabor-saving steel bar bending tool capable of controlling the bending angle comprises a rotary bending mechanism, wherein the rotary bending mechanism comprises a rotating shaft, a rotating rod is arranged on one end of the rotating shaft, the rotating rod is perpendicular to the rotating shaft, two limiting rods are arranged on the other end of the rotating shaft, the two limiting rods are symmetrically arranged, the two limiting rods and the end surface of the rotating shaft form a C-shaped notch which is used for clamping a to-be-bent steel bar, two bearings are arranged on the rotating shaft, and the two bearings are fixedly installed on a base by virtue of bearing seats. The labor-saving steel bar bending tool has the advantages of the simple structure, convenience in field fabrication and low cost, and the problems of time consumption, labor consumption and potential safety hazards when temporary and scattered steel bars are manually bent due to no condition of a steel bar processing plant or due to the limitation to the distance to the steel bar processing plant on site are specifically solved.
Owner:CHINA FIRST METALLURGICAL GROUP

Disk cable jacking bracket device

The invention discloses a disk cable jacking bracket device, which comprises two riser jacking devices and a metal shaft, wherein the riser jacking devices are arranged symmetrically on both sides of a cable disk; the metal shaft passes through the center of the cable disk, and the two ends of the metal shaft are erected on the riser jacking devices; each riser jacking device comprises a base placed on a horizontal plane, a seamless riser which is fixed on the base and is vertical to the base, a jack arranged below a movable supporting seat, and an attached reinforcing rod piece arranged between the base and the riser; the seamless riser comprises a first riser and a second riser; the movable supporting seat is sleeved on the first riser and the second riser. The disk cable jacking bracket device has the advantages of simple structure and convenience for field manufacturing and transportation; during use, the cable is erected, and an operator stands on the ground and pulls the cable to drive the cable disk to rotate, so that the cable can be wound and unwound easily, and great labor force is saved; the riser is provided with bolt holes, so that the use requirements of cable disks of different sizes can be met, the turnover working efficiency is increased, the service life of the cable is prolonged, and the construction cost is lowered.
Owner:CHINA CONSTR SEVENTH ENG DIVISION CORP LTD

A stainless steel box and repair method for repairing holes left in hoisting reinforced concrete roofs of prilling towers and silos

ActiveCN106522575BMeet the needs of anti-corrosionImprove anti-corrosion performanceBuilding repairsEpoxyReinforced concrete
The invention discloses a stainless steel box for repairing hoisting reserving holes of reinforced concrete roofs of prilling tower and silo and a repairing method. The repairing method comprises the following steps: according to the shape of the hoisting reserving hole, manufacturing the stainless steel box, setting a bending plate at the edge of the opening of the top of the box body; painting epoxy primer on the outer wall of the stainless steel box; establishing steps on the edge of the hoisting reserving hole; laying a first corrosion-resistant coiled material on the bottom wall of the roof, and coiling the edge of the first corrosion-resistant coiled material into the hoisting reserving hole, wherein the coiling height is 1 / 2 of the depth of the hoisting reserving hole; sticking a second corrosion-resistant coiled material on the outer wall of the box body, wherein the height of the second corrosion-resistant coiled material on the peripheral wall of the box body is 2 / 3 of the height of the box body; coating 4mm of epoxy grout on the inner walls and steps of the stainless steel box and the hoisting reserving hole; extruding the stainless steel box into the hoisting reserving hole; and pouring micro-expansion concrete with the same label as the roof into the inner cavity of the stainless steel box. The repairing method is capable of performing the corrosion prevention construction while the hoisting reserving hole is repaired, greatly improving the corrosion prevention performance of the repaired parts and roof bottom walls, and satisfying the corrosion prevention requirement of the prilling tower and silo roofs.
Owner:CHINA NAT CHEM ENG THIRD CONSTR
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