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39results about How to "Decrease the filling factor" patented technology

Filling device and method for waste air-raid shelter of pile foundation construction site

ActiveCN112323823ASmooth Construction MeasuresGuaranteed cycleEmbankmentsFoam concreteArchitectural engineering
The invention provides a filling device and method for a waste air-raid shelter of a pile foundation construction site. The filling method comprises the steps that a grouting drill hole is drilled above a waste air-raid shelter to be filled, a primary grouting pipe, a secondary grouting pipe, an air supply pipe and an air exhaust pipe are installed in the drill hole, the primary grouting pipe andthe air supply pipe vertically extend into the bottom of the air-raid shelter, the secondary grouting pipe and the air exhaust pipe vertically extend to the top of the air-raid shelter, firstly, the primary grouting pipe is connected with a grouting pump, the air supply pipe is connected with an air compressor, foam concrete grouting slurry is injected in a layered mode, the primary grouting pipeand the air supply pipe are pulled up all the way to the top of the air-raid shelter after grouting of each layer is completed, then the secondary grouting pipe is connected to inject the foam concrete grouting slurry for the second time, and air is not supplied during secondary grouting. The filling problem of the deep-buried air-raid shelter can be solved under the condition that excavation is not conducted, normal construction of a cast-in-situ bored pile can be guaranteed on a filled construction site, and the problems that when a rotary drilling rig constructs a cast-in-situ pile foundation, normal construction cannot be conducted on the deep-buried air-raid shelter, the site collapses and the like are solved.
Owner:WUHAN SURVEYING GEOTECHN RES INST OF MCC

Full-rotating drill and hydraulic vibration hammer synergetic shaft sinking method

The invention relates to the technical field of building foundation engineering construction, in particular to a full-rotating drill and hydraulic vibration hammer synergetic shaft sinking method. Thefull-rotating drill and hydraulic vibration hammer synergetic shaft sinking method comprises the following steps: 1, pile position setting out is conducted; 2, a orifice casing is inserted and struck; 3, a casing bottom pipe and a steel casing are mounted; 4, a full-rotating drill is mounted; 5, a hydraulic vibration hammer is mounted; 6, test-run of a machine is conducted; 7, a mortar conveyingpipe 90 is mounted, and the casing bottom pipe continues being drilled; and 8, concrete is poured, specifically, when drilling is conducted to a preset depth, hole cleaning and acceptance check are conducted, then a reinforcement cage is lowered in to a hole, then the concrete is poured, and the steel casing is pulled out from the hole, and a pile is formed. According to the full-rotating drill and hydraulic vibration hammer synergetic shaft sinking method, drilling into a very complex formation can be conducted, the drilling speed can be increased by four times or above, during hole drilling,because of advanced support of the steel casing, the situation of landslide of a hole wall or orificeis avoided, thus the pouring amount of the concrete can be decreased to the minimum, that is, thefilling coefficient is the minimum, and thus the material cost is saved.
Owner:SHENZHEN SOFORE GEOTECHNICAL ENG CO LTD

Rotary drilling hole forming method by using multi-stage alloy pilot roller bit in complex stratum cast-in-place pile construction

ActiveCN102409978AEasy to processEasy landing and drillingDirectional drillingLow speedSoil mechanics
The invention discloses a strong karst area cast-in-place pile construction method based on a rotary drilling hole forming manner. The cast-in-place pile construction method is characterized by comprising the steps of: (1) drilling into the surfaces of a karst layer and a gravel soil layer by adopting a conventional bit; (2) in combination with the basic theory of rock-soil mechanics, finding out a mathematic relation between an optimized value of inclination of a multi-stage alloy pilot roller bit and a coefficient of sliding friction between a rock-soil material and the interface of the bit; (3) after adopting the conventional bit to dill into the surfaces of the karst layer and the gravel soil layer, changing the conventional bit into the multi-stage alloy pilot roller bit, firstly drilling at high pressure and low speed, and then, after the bit is dilled into the rock for more than 50 cm, drilling at low pressure and high speed until the drilling depth or hole depth satisfies design requirements; (4) optimizing the design of mud specific weight in stages for preventing pile holes from collapsing and improving the bearing capacity of pile foundations; and (5) handling sudden accidents, such as fracture of drilling rods, bit falling, bit burying, fracture of cone palms in holes, accidental falling of cone palms and other small operation tools and the like, in the drilling process by adopting a drill tool overshot and a falling object salvage skip.
Owner:WUHAN SURVEYING GEOTECHN RES INST OF MCC

Construction method of cast-in-place pile

The invention discloses a construction method of a cast-in-place pile, and aims to solve the technical problem that in the prior art, due to the fact that the filling coefficient of the side wall in apile hole of a cast-in-place pile is large, concrete leaks too much to the side wall in the pile hole, and the strength of the cast-in-place pile is reduced. The construction method comprises the following steps: driving a casing protection barrel underground at the ground position where the cast-in-place pile is designed, and digging out soil and sand in the casing protection barrel; then vibrating and extruding a vibration guide downwards along the casing protection barrel to penetrate into the underground through a hydraulic vibration hammer, and then taking out the vibration guide to supplement soil and compact the soil; and then, placing a reinforcement cage in the pile hole, pouring concrete into the middle of the pile hole and pulling out the casing protection barrel, completely pulling out the casing protection barrel after the pouring of the concrete is finished, and finishing the construction of the cast-in-place pile after the concrete is completely solidified. According tothe construction method, the filling coefficient of the periphery of the side wall in the pile hole can be greatly reduced, excessive outward leakage of concrete in the pile hole is prevented, and the strength of the cast-in-place pile is improved.
Owner:江西思绮建筑工程有限公司

Karst stratum rotary drilling anti-deviation drilling tool and drilling method thereof

The invention discloses a karst stratum rotary drilling anti-deviation drilling tool and a drilling method thereof, and relates to the technical field of rotary drilling. The karst stratum rotary drilling anti-deviation drilling tool comprises a verticality keeping barrel, a rotary drilling bit, a connecting pin, a bit fishing plate and a reinforcing assembly, wherein the rotary drilling bit comprises a drilling slag barrel and a bit square sleeve arranged in the middle of the top end of the drilling slag barrel, and the bit square sleeve is provided with a first connecting pin hole; the drillbit square sleeve is used for being connected with a rotary drilling rod through a connecting pin, the verticality keeping barrel is fixed to the upper end of the drilling slag barrel, the verticality keeping barrel and the drilling slag barrel are fixedly connected with the reinforcing assembly, and a working hole is formed in the lower end of the side wall of the verticality-keeping barrel andcorresponds to the first connecting pin hole in position; and the bit fishing plate is arranged at the top of the verticality keeping barrel and is an annular steel plate, and an annular protrusion extending downwards is arranged on the inner edge of the annular steel plate. The karst stratum rotary drilling anti-deviation drilling tool and the drilling method are suitable for being applied to drilling of seriously uneven stratums such as karst development areas or foundation pit supporting and piling construction, and the drilling perpendicularity can be guaranteed.
Owner:HEBEI CONSTR & INVESTIGATION RES INST

Method for reducing filling coefficient of cast-in-place pile in ultra-deep silt geology

InactiveCN112900423ARestricted mobility rangePrevent outflowExcavationsBulkheads/pilesSludgeRebar
The invention discloses a method for reducing the filling coefficient of a cast-in-place pile in the ultra-deep silt geology. A manufacturing method of the cast-in-place pile comprises the steps that S1, the length of an outer cover of an iron sheet is determined according to the hole forming depth and the construction environment geology; and S2, a reinforcement cage is manufactured, the reinforcement cage comprises a positioning hoop, vertical ribs and spiral ribs from inside to outside, the reinforcement cage is formed by connecting multiple sections of unit cage bodies, all the sections of unit cage bodies are connected through welding, and the welding positions between the unit cage bodies are wrapped with iron sheets after welding is completed. The reinforcement cage of the cast-in-place pile is wrapped with the iron sheet, the flowing range of concrete is limited, the concrete is poured in the range of the reinforcement cage, the concrete poured into the reinforcement cage is prevented from flowing out, the problem that the underwater concrete flows to a sludge collapse area possibly existing during pouring is solved, the situation that the foundation pit foundation construction range is affected due to excessive collapse is avoided, and meanwhile, the hole collapse area is not filled with the concrete, so that the actual use amount of the concrete is reduced, and the filling coefficient is reduced.
Owner:CHINA 19TH METALLURGICAL CORP

Multi-hopper pile die for pipe sinking cast-in-place pile and construction method

The invention discloses a multi-hopper pile die for a pipe sinking cast-in-place pile. The pile die is provided with two or more than two movable feeding hoppers, each movable feeding hopper is movable, and each feeding hopper consists of three steel plates, wherein one steel plate is positioned on the front side, two steel plates are positioned on the lateral surface, and the steel plates are fixed by welding; the pile die is provided with feeding holes at the positions of the feeding hoppers; the steel plate on the front side is slightly larger than the feeding holes; and the feeding hoppers are uniformly arranged on the pile die, and the distance between the two adjacent feeding hoppers is 2 to 5 meters. The invention also discloses a construction method for the multi-hopper pile die. The construction method comprises the technical steps of: arranging the pile die in place, closing the feeding hoppers, sinking the pile die, opening the first feeding hopper, pouring concrete, upwards pulling the pile die, opening the next feeding hopper, pouring the concrete, and repeating the processes till the pile die is completely pulled out. The method is simple to implement; and by the method, the construction efficiency is improved, energy is saved, and the pile forming quality is ensured.
Owner:HOHAI UNIV

High-strength corrugated pressure bottle

The invention relates to a pressure container, in particular to a high-strength corrugated pressure bottle. The high-strength corrugated pressure bottle is characterized by comprising a bottle body, wherein the bottle body comprises end socket parts located at end portions and a bottle body part with the same section shape and size, the end socket parts form groove-shaped structures facing the bottle body part side, the end socket parts are composed of inner circle parts and outer ring parts, the axis of the bottle body part is located on the inner circle parts, the outer ring parts are connected with the outer sides of the inner circle parts in circumferential directions, the outer ring parts are connected with the bottle body part, a plurality of concave ring sections are arranged at the portions, close to the bottle body part, of the outer ring parts, the concave ring sections are arranged at intervals from the bottle body part side to the inner circle part sides, and are sleeved with one another, the outer ring parts are concave inwards to form the concave ring sections, and the corresponding concave ring sections surround each outer ring part by a circle. The high-strength corrugated pressure bottle has the advantage that higher internal pressure can be borne so that the use safety can be improved.
Owner:ZHEJIANG KIN SHINE TECH

Rotary drilling hole forming method by using multi-stage alloy pilot roller bit in complex stratum cast-in-place pile construction

ActiveCN102409978BEasy to processEasy landing and drillingDirectional drillingLow speedSoil mechanics
The invention discloses a strong karst area cast-in-place pile construction method based on a rotary drilling hole forming manner. The cast-in-place pile construction method is characterized by comprising the steps of: (1) drilling into the surfaces of a karst layer and a gravel soil layer by adopting a conventional bit; (2) in combination with the basic theory of rock-soil mechanics, finding out a mathematic relation between an optimized value of inclination of a multi-stage alloy pilot roller bit and a coefficient of sliding friction between a rock-soil material and the interface of the bit; (3) after adopting the conventional bit to dill into the surfaces of the karst layer and the gravel soil layer, changing the conventional bit into the multi-stage alloy pilot roller bit, firstly drilling at high pressure and low speed, and then, after the bit is dilled into the rock for more than 50 cm, drilling at low pressure and high speed until the drilling depth or hole depth satisfies design requirements; (4) optimizing the design of mud specific weight in stages for preventing pile holes from collapsing and improving the bearing capacity of pile foundations; and (5) handling sudden accidents, such as fracture of drilling rods, bit falling, bit burying, fracture of cone palms in holes, accidental falling of cone palms and other small operation tools and the like, in the drilling process by adopting a drill tool overshot and a falling object salvage skip.
Owner:WUHAN SURVEYING GEOTECHN RES INST OF MCC

Dual-layer casing connecting section of overlong PCC (cast-in-place concrete large-diameter pipe) pile mould and dip mould connecting method

ActiveCN102296602BResolve connectionIncrease pile lengthBulkheads/pilesPile driverDual layer
The invention discloses a dual-layer casing connecting section of an overlong PCC (cast-in-place concrete large-diameter pipe) pile mould and a dip mould connecting method. The dual-layer casing connecting section comprises at least two detachable connecting sections, wherein each connecting section comprises inner pipes and outer pipes, and the lengths of the inner pipes is more than those of the outer pipes. The dual-layer casing connecting section is characterized in that bolts are respectively fixed on the two mutually-connected inner pipes, one inner pipe connecting plate passes through the bolts to be connected with the two inner pipes; bolts are respectively fixed on the two mutually-connected outer pipes, one outer pipe connecting plate passes through the bolts to be connected with the two outer pipes; sealing rings are arranged on the ends of the inner pipes and the outer pipes; and an adaptive centering structure is arranged on the connecting end of the two mutually-connected inner pipes. The invention overcomes the limit of height of a construction tool and the problem of poor clearance of a pile driver when obstacles exist in the construction, and has the advantages ofsimpleness in sealing and dismantling the pile mould, convenience for alignment, simple and feasible technology, convenience for operation, strong practical applicability and the like.
Owner:HOHAI UNIV

A bored composite pile structure under the geological conditions of karst cave/soil cave

The invention discloses a drilled composite pile structure under geological conditions of karst caves / soil caves, and belongs to the technical field of building pile foundation engineering. The invention consists of boreholes, prefabricated piles, cages, clay cement slurry, grouting pipes, karst caves (soil caves), cage longitudinal reinforcement, cage stirrups and geotextiles. The construction of bored cast-in-situ piles under the geological conditions of karst caves often has great difficulties. The method of drilling can be used to implant prefabricated piles, and then clay cement slurry is filled between the prefabricated piles and the boreholes. That is: firstly, drill holes at the designed pile position, and at the same time, fix the protective cage at the corresponding position on the prefabricated pile according to the burial depth of the karst cave (soil cave) under the pile position. It consists of ring-shaped cage stirrups and geotextiles around the stirrups; then the prefabricated piles are hoisted into the holes to ensure that the center of the prefabricated piles coincides with the center of the drilled hole; finally, the clay cement slurry is injected into the hole through the grouting pipe. In the gap between the pile and the drilled hole, the drilled composite pile is formed after the clay cement slurry is solidified and stabilized.
Owner:YUNNAN JIANTOU FOUND ENG CO LTD +1

Movable feed hopper of tube-sinking cast-in-place pile and construction method

The invention discloses a movable feed hopper of a tube-sinking cast-in-place pile and a construction method. A vertical guide rail is arranged on the outer surface of a pile formwork, the feed hopper is connected with the guide rail through connecting edges extending from the left side and the right side of the feed hopper, the upper portion of the feed hopper is connected with a hauling rope and the feed hopper can slide vertically along the guide rail. Two or more feed inlets are arranged on the pile formwork at a certain interval and disposed along the pile formwork. Openable cover plates are arranged outside the feed inlets and attached to the outer wall of the pile formwork when the pile formwork sinks into the foundation, and are opened when the pile formwork is pulled out and concrete needs to be poured, and sealing strips are arranged among the inner edges of the cover plates and the pile formwork. The construction method includes steps of taking the pile formwork to the place, sinking the pile formwork, moving the feed hopper downwards, opening one of the cover plates of the feed inlets, pouring the concrete, pulling the pile formwork upwards, moving the feed hopper downwards again, opening the next cover plate of the feed inlets, pouring the concrete and repeating the above processes until a pile is formed after the pile formwork is completely pulled out. The movable feed hopper is simple and convenient in operation, construction efficiency is improved, energy is saved and pile forming quality is guaranteed.
Owner:HOHAI UNIV +1

Dry-method rotary extruding and expanding pile forming device and construction method

PendingCN113174935AFast constructionDry construction without mudDerricks/mastsRotary drillingWinchConcrete pump
The invention discloses a dry-method rotary extruding and expanding pile forming device and a construction method thereof. The dry-method rotary extruding and expanding pile forming device comprises a walking type and crawler type main machine, a winch, a cab computer, a guide rod, a steel wire rope, a drilling speed controller, a feeding port, a rotary extruding and expanding drill rod, a rotary extruding and expanding drill bit, a discharging port, a concrete sensing device, a self-soil-taking device, a pump truck guide pipe and a concrete pump truck; the construction method is characterized in that a dry-method rotary extruding and expanding pile is built through the rotary compaction expanding pile forming device to form intermittent expanding of a pile bottom and a pile body, and the specific construction comprises the steps of drilling for hole forming, expanding of the pile bottom, concrete pouring, expanding of the pile body and the like. Compared with the prior art, in a soft soil area drilling process, an original pile body soil body is completely compacted into a pile hole peripheral soil body through the drill bit and the drill rod, hole forming unearthing is reduced, the stability of a pile hole peripheral hole wall is enhanced, the bearing capacity of the pile body is increased, the concrete filling coefficient is reduced, the construction cost is reduced, the construction efficiency of the cast-in-place pile in a soft soil area is improved, and investment and coordination of machinery, personnel and materials are reduced.
Owner:SHANGHAI CHENGDI CONSTR +3
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