Fibre-concrete pile

FIELD: construction.

SUBSTANCE: fibre-reinforced concrete pile formed by cylindrical shell with self-opening low end with openings on the lateral surface and injector with two tampons which is arranged in the cylindrical shell. Openings on the lateral surfaces of the shell are closed in the starting position with sliding shutters, secured on the shell surface by means of hinges and flexible high-strength couplings, limiting the sliding shutter opening. The internal cavity of the shell is filled with fibre-reinforced concrete under pressure through injector with two tampons and two tubes, thus opening the sliding shutters, the maximum opening of which is limited by flexible couplings, as a result cantilever beams are formed from fibre-reinforced concrete on the outer shell surface, reinforced for sensing the normal stresses by sliding shutters and flexible coupling, as well as reinforced fibres in fibre-reinforced fillers for perceiving the shear stresses.

EFFECT: increase of structural strength, reduction of materials consumption.

1 dwg

 

Known construction of bored piles with camouflage fifth (Rahmangoolov and other foundations. Ed. Association building universities, Moscow, 2011, p.91, RIS). The pile is formed by the hollow shell that is filled with concrete mix, camouflage cavity is created in the camouflage of the explosion, the size of the camouflet cavity depend on the quality and type of explosives and the soil properties, the cavity is filled with the concrete mixture, which forms a concrete pad, followed by zabetonirovana piles.

The disadvantage of this design is that the application of the piles of the specified type is limited by the properties of the ground, as in water-saturated silt, fluid and clay soils, and rocky soil piles of such design may not be applicable. It should also be noted that the piles above structure is designed only for vertical load, which also limits their use in areas with landslide slopes or in the presence of horizontal strain of the structure.

Also known steel screw piles (Rahmangoolov, Aiesecer. Geotechnics Of St. Petersburg. Ed. Association building universities, Moscow, 2010, str, RES). Screw piles are composed of a metal pipe and a helical blade, which provides immersion piles rotation. Dignity screw the new piles is absence of earthworks when submerged, and the lack of dynamic and vibration impacts on buildings and structures in the conditions of dense development.

However, to install such piles requires special equipment. It should also be noted that the screw piles when installing in a small degree compacted subgrade, which is a serious drawback to their use on weak water-saturated soils. Also, a significant disadvantage is their relatively short life due to corrosion and chemical aggressiveness of groundwater.

The closest in technical essence and the achieved result should be considered as the so-called injectors-tampons (Rahmangoolov and other foundations. Ed. Association building universities, Moscow, 2011, str-146, §4.4.6 hydraulic fracturing Method, RIS). Injector with dual swab is formed by injection pipe with holes, which in the initial position closed rubber cuffs, torn when applying concrete solution under pressure; concrete solution is extruded from the injection pipe to the subgrade in a given area, provided that the position of the double swab.

Using the specified device is successfully executed grout depth of 170 meters.

The disadvantage is that this device has limited the reduction in scope and is intended only for creation of impervious curtains.

However, given the high adaptability of the device was possible to develop a new design of piles, which can be intended not only for the construction of the grout curtain, but also to create a bearing pile Foundation designed for various combinations of loads. The achievement of this goal has been made possible due to the fact that for the first time in the practice of Foundation used fiber-reinforced concrete, which was widely and successfully tested for the manufacture of ground building structures. Moreover, currently has developed and implemented departmental construction standards "Design and production technology fiber-reinforced concrete structures" (VSN 56-97, Moscow 1997). In the above construction standards recommendations for the design and production of concrete, reinforced concrete, ferro cement and steel fibre concrete structures.

Thus, at the present time there is an opportunity not only to increase the durability of concrete structures Foundation engineering, but also to reduce the amount of reinforcement structures with rods.

To improve mobility and workability of concrete mixture in the composition can be included in any super - or hyperplasticity, which not only increases the plasticity solution is, but also can increase the final strength of concrete.

It should be concluded that currently there is no design of piles, which can be efficiently used for pile Foundation intended for the perception of complex combinations of loads (consolidation of landslide-prone slopes, horizontal seismic loads and so on).

Thus, the main objective is the development of the design of the piles, which could withstand a complex combination of dynamic loads and, if necessary, to be part of the grout curtain.

The task is as follows: fiber-reinforced concrete pile formed by a cylindrical shell with camerascreen lower end with holes on the side surface and the injector with two tampons, which are housed in a cylindrical shell, characterized in that the holes on the sides of the shell in the original position are closed by shutters fixed on the surface of the shell hinges and flexible high-strength bonds that restrict the disclosure of gates, the internal cavity of the shell is filled under pressure through the injector with two plugs and two tubes of fiber concrete, revealing thus the dampers, the maximum disclosure of which is restricted by flexible connections, resulting in NR the stone surface of the shell are formed console of the year, reinforced for the perception of normal stress dampers and flexible communication, and perception of tangential stresses reinforced fiber in the fiber-reinforced concrete fillers.

The proposed construction of a fiber-reinforced concrete piles has great technological opportunities, depending on the applied loads, operating conditions, pile foundations, etc. at the pile base can be changed, if necessary, the percentage of reinforcement fiber concrete can be modified configuration of the holes in the shell piles and thus can be formed console of fiber-reinforced concrete as in size and shape.

Filling the sheath fiber concrete can be done consistently with the rolling injector moved from the edge of the pile to the headgear. At each level the amount of filling fiber concrete as shells and consoles can be defined by the position of the injector in height in accordance with a predetermined program. Uniform extrusion of fiber-reinforced concrete solution from the shell in the shell can be provided with high pressure in the supply system of concrete (up to 20÷30 MPa) and in combination with the use of any Hyper-plasticizers.

The invention is illustrated in the drawing, in which figure 1 presents a General scheme for fiber-reinforced concrete piles and explains the sequence of events is about installing piles in the design position.

Fiber-reinforced concrete pile is formed by a cylindrical shell 1, in which in accordance with the programme of works and engineering-geological cross-section cut through the 4 holes of the required size and configuration of the holes 4 are closed by shutters 2, which are fixed to the shell 1 by means of hinges 6 and maximum opening of the gate 2 is regulated by a flexible high-strength connection 3, the inner space of the shell 1 in series (bottom-up) is filled with concrete mixture 5, which is supplied inventory injector, which, in turn, is formed by injection pipes 7 and 8 and two swabs 9.

The work on installation of the piles is performed in the following sequence:

- cylindrical shell 1 of piles installed in the subgrade any known way (vibrophone, static indentation and so on), all of the gates 2, installed on the surface of the shell 1 are closed, including the gates 2 at the lower end of the pile;

- the top of the shell 1 is inserted injector formed by the pipes 7 and 8 and two tampons 9 and under pressure is fed concrete mixture 5.

In conclusion, it should be noted that in the design of piles tasks performed: design of piles through the use of fiber-reinforced concrete provides increased strength of all structural elements that will allow you to use fibrose the district piles not only as impervious curtains, but as supporting structures for different combinations of loads, for example, for fixing landslide-prone slopes or to resist horizontal shear forces under seismic vibrations; optionally fiber-reinforced concrete piles may be used as anchor etc.

Fiber-reinforced concrete pile formed by a cylindrical shell with camerascreen lower end with holes on the side surface and the injector with two tampons, which are housed in a cylindrical shell, characterized in that the holes on the sides of the shell in the original position are closed by shutters fixed on the surface of the shell hinges and flexible high-strength bonds that restrict the disclosure of gates, the internal cavity of the shell is filled under pressure through the injector with two plugs and two tubes of fiber concrete, revealing thus the dampers, the maximum disclosure of which is restricted by flexible connections, resulting in the outer surface of the shell console are formed of fiber-reinforced concrete, reinforced for the perception of normal stress dampers and flexible communication, and perception of tangential stresses reinforced fiber in the fiber-reinforced concrete fillers.



 

Same patents:

FIELD: construction.

SUBSTANCE: ramming device comprises a rod for putting in motion a ramming head, a ramming head fixed at the end of the rod for ramming of loose filler in the cavity formed in the soil surface and having in general a flat blunt lower surface. A screen, the diameter of which provides for contact of the lower edge of the screen with the upper surface of the ramming head near the edge of this upper surface and which stretches upwards from the ramming head to the predetermined height, sufficient to prevent collapse and damage of side walls of the cavity in soft soil, where the ramming device is used, inside the specified cavity.

EFFECT: higher efficiency and reduced time for construction in process of pile formation, provision of side wall soil collapse prevention during ramming.

24 cl, 3 ex, 2 tbl, 9 dwg

FIELD: construction.

SUBSTANCE: method to erect a bearing underground base, including installation of a combination of bearing piles, differing by the fact that in the body of installed piles at one depth corresponding to the planned depth of the erected bearing base, electric discharge gaps are arranged, which are located near the wall of the piles shaft in areas of planned treatment of the piles shaft, afterwards, electric discharge is forcedly organised in electric discharge gaps by means of controlled supply of voltage to electric discharge gaps, which exceeds their breakthrough voltage, to form a zone of pile material discharge around each pile, with compacted soil particles included in it, at the same time pile parameters, distance between them and parameters of electric discharge gaps are selected based on the condition that the pressure at the pile wall arising in case of electric discharge gap breakthrough exceeds the pressure of soil deformation in the area of planned treatment of pile shaft and approach of adjacent piles discharge zones to form a solid bearing base at the specified horizon.

EFFECT: higher reliability of a bearing base for responsible underground structures, provides for accuracy of base strengthening performance.

6 cl, 3 dwg

FIELD: construction.

SUBSTANCE: device for compaction of soil in drilled pile well bottomhole includes casing pipe, bushing fixed on it with working element pulled through it. Working element is arranged in the form of hollow pipe, at the lower end of which there is a thrust journal and sealing attachment, and at the upper end there are upper and lower supports and inertial mass, placed on hollow pipe between upper and lower supports with sliding fit.

EFFECT: improved bearing capacity of drilled piles erected in watered and soft soils.

4 dwg

FIELD: construction.

SUBSTANCE: method of drilled pile manufacturing includes well arrangement in soil. Supply of material into it. Compaction of soil under lower end of formed pile. In process of soil compaction, in the base of formed drilled pile with parametres equivalent to driven pile, its conventional camouflet cavity is arranged with diametre Dkp equal to diametre of dzs equivalent to driven pile, where: dzs - diametre (m) of equivalent driven pile. DkP - diametre (m) of conventional camouflet cavity produced in soil as it is displaced under lower end of formed drilled pile, by means of supply of controlled material volume to fill conventional camouflet cavity according to the following dependence : where V is controlled volume (m3) of material spent for filling of conventional camouflet cavity produced in soil due to its displacement into pile foundation. As well is filled with material in the form of hardening mix, preferably plastic concrete mix, diametre of equivalent driven pile is identified according to dependence , where dzs - diametre (m) of equivalent driven pile. Dskw - diametre (m) of well; Δh - measured value of subsidence (m) of plastic concrete mix in well as conventional camouflet cavity produced due to displacement of soil under lower end of formed pile is being filled. And in order to produce drilled pile with parametres of driven one of the same diametre, soil is treated in the lower end of pile till material subsides, preferably concrete mix, in well by value, which is compared with the one defined from the following ratio: Δh/Dskw=0.4. Besides in the lower end of well soil is exposed to forces, and their sufficiency is controlled (assessed) by flow of material additionally supplied to well in process of soil treatment, and its volume is identified according to formula , where Dskw - diametre (m) of formed pile. Besides in well reinforced with casing pipe, dynamic actions at soil are carried out until material subsidence value in casing pipe makes at least the following: , where Δhtr is subsidence (m) of material in casing pipe. Dskw - diametre (m) of well. Dfr - inner diametre (m) of casing pipe. Dynamic actions at soil in lower end of formed pile are carried out to achieve conventional failure, which is represented by material subsidence of not more than 2 mm in process of the last action, and when soils are compacted by electric explosions in pile foundation with application of electrode system, dynamic treatment is interrupted provided that electrode system freely installed on bottomhole in process of electric explosion sinks by not more than 1-2 cm, and in process of soil dynamic treatment at least one additional camouflet expansion is created along pile length, preferably, in zones of well opening of soils that are most pliant to compaction, which is detected by reaction of soil to test dynamic actions performed along pile length.

EFFECT: development of drilled piles with bearing capacity by soil, same as for driven piles, with minimum possible usage of resources and maximum possible usage of properties inherent in massif of soil that contains pile.

7 cl

Driven pile // 2386748

FIELD: construction.

SUBSTANCE: invention is related to construction, in particular to pile foundations. Driven pile consists of shaft with axial hole, sharpened tip with circular base and conusoidal shell with spike, cavities inside shell filled with hardening solution. There is a threaded hole in tip base, which is closed with threaded plug with stem. Tip shell is rumpled with submergence force after removal of threaded plug and additional submersion of pile. For additional increase of bearing capacity there is an elastic shell on lower part of shaft with facilities for fixation of its upper and lower ends; cavity between elastic shell and shaft surface; protective jacket with facilities of its fixation of shaft, which slides in radial direction and embraces elastic shell. There is a radial hole in shaft, which connects longitudinal hole with specified cavity transformed into support belt after the pile has been submerged at the specified depth, the cavity has been filled with hardening solution via holes in shaft and the solution has hardened.

EFFECT: improved bearing capacity of hollow piles.

4 cl, 7 dwg

FIELD: oil-and-gas.

SUBSTANCE: invention related to construction, particularly can be used for bored piles with enlarged base arrangement. The method includes hole boring, hole opening with mechanical clampshell enlarger, reinforced cage installation and filling in the hole with concrete mixture. Developing enlargement with ration of enlargement diametre to hole diametre, equal de/dh≥2 with rotation velocity equal n=20-100 revolution per minute, dependant on ground conditions. After covering distance 0.8 h, where h - height of enlargement, stop axial supply of boring media and at that level, during 3-5 revolutions execute enlargement base cleaning, and ground collector and voids between enlarger blades complete filling. Turn on axial supply and execute boring till enlargement total height and enlargement blades closure. Take away enlarger, then concrete enlarged base, install reinforced cage and complete bored piles arrangement with concreting its core.

EFFECT: method of bored pile arrangement efficiency increase and hole enlarger design improvement, hole enlarger reliability increase, easing of ground withdrawal out form ground collector and better quality of constructed bore pile.

4 cl, 3 dwg

FIELD: construction industry.

SUBSTANCE: invention refers to construction industry and namely to construction of bearing piles in ground rock. Device for making multi-layer sealed pile in ground rock includes, in the combination, elongated hollow tube having longitudinal axis, upper inlet end for material, open lower discharge end for material and diametre of the first external surface and common formed lower head element at open discharge end, which has diametre of the second external surface, which is more than diametre of the first external surface and made with the possibility of transmitting combination from axial and transverse stress components when hollow tube is lowered. Head element consists of common attachment to hollow tube; at that, head element includes lower driving end which in general has configuration of flattened cone between head element of external surface and lower discharge hole made in the lower driving end, and back end having in general the configuration of flattened cone, and cap of the head element covering lower discharge hole. Lower head element with the cap and hollow tube are formed for being introduced into ground rock and for displacing the earth when hollow tube with lower head element and the above cap is lowered into ground rock so that a cavity is formed in ground rock. The cap is at least partially removed from lower discharge hole when hollow tube is then lifted from the formed cavity in order to perform passage of material through lower discharge hole to the cavity section released with hollow tube and lower head element. The latter has the form of cross section and the sizes which are more than the shape of cross section and sizes of hollow tube in order to decrease friction forces on hollow tube when penetrating into ground rock and being removed from it.

EFFECT: improving reliability of the pile and capacity and production effectiveness of piles.

34 cl, 26 dwg

FIELD: construction.

SUBSTANCE: invention is related to methods for arrangement of pile foundations for structures, to pile foundations and shell structure for creation of widened foot for pile foundations. Method for creation of pile foundation for structures, according to which the following stages are executed on site to arrange the mentioned foundation - well for installation of foundation pipe is drilled with the help of the first auger drill. The following section is drilled under lower end of installed foundation pipe. Cavity is arranged in the specified section by means of scraper and pressure of water jet. Loose soil is removed from specified cavity by mentioned first drill. Pipe for set of tools and accessories with the second auger drill and flexible shell that envelopes the lower part of the second specified drill is lowered through foundation pipe into lower part of specified section. Excess pressure is built up in specified shell, and moulding material is injected into specified cavity, surplus of which is then removed by the second auger drill. After mentioned material hardens, the specified shell is blown off and removed via specified foundation pipe. Reinforcing device is lowered into foundation pipe. Concrete material is poured into foundation pipe, at that specified cavity is filled, and specified reinforcing device is embedded into concrete, thus creating widened foot for foundation pipe. Versions of method and pile foundation are also stated.

EFFECT: higher stability and resistance to compressing and stretching forces, lower material intensity.

5 cl, 26 dwg

FIELD: building.

SUBSTANCE: invention refers to building, in particular, to strengthening of the bases under the basements. The way of strengthening of the basement erected on waterlogged priming coats and near to the located constructions includes supply of early strength concrete in the metal tubing established in driven wells, drilled through a basic part of the basement and a ground. Pipes are made with the welded boots, in pipes lower explosive charges and fill with early strength concrete, then the explosive charges are detonated, remaining hollownesses of driven wells and pipes are filled with early strength concrete.

EFFECT: provision of reliable strengthening of the basements erected in waterlogged priming coats and near to located constructions; increase of load-carrying capacity.

2 dwg

FIELD: construction, particularly bored piles with enlarged footing or enlargements at the bottom of the pile.

SUBSTANCE: method involves drilling well; filling the well with concrete mix and non-detonating composition including fuel and oxidizer; igniting non-detonating composition by applying low-voltage pulse to electric igniter and combusting non-detonating composition in deflagration regime to create camouflet void with following concrete mix hardening. The fuel is solid hydrocarbon selected from polyethylene, polypropylene and polystyrene. The oxidizer is sodium or potassium chlorate. Non-detonating composition is supplied in well before well filling with concrete mix.

EFFECT: decreased pile production time due to accelerated concrete mix hardening and improved produced pile quality.

6 cl

Bearing pile // 2251609

FIELD: building, particularly for constructing foundations of various building structures.

SUBSTANCE: bearing pile comprises head, rod and tip fixed to embedded rod part by embedded member. The tip is formed of thermoplastic concrete and has electric heater located inside the tip. Electric heater heats the tip after driving thereof into ground as far as it will go to obtain softening temperature of 80-150°C. Then the pile is fully driven in ground. Electric heater wires are placed in tube in longitudinal rod direction and brought outside under pile head for connection thereof with electric power source.

EFFECT: increased load-bearing pile capacity due to provision of widened pile tip support area.

2 cl, 5 dwg

FIELD: bulkheads, piles, or other structural elements specially adapted to foundation engineering, particularly concrete or concrete-like piles cast in position with enlarged footing or enlargements at the bottom of the pile.

SUBSTANCE: reinforcement device is used to erect pile foundation with the use of foundation pile having at least one longitudinal cavity. Reinforcing device comprises a number of joined reinforcement members hingedly connected with central annular member located so that reinforcement device may be collapsed during installation and erected during device usage. Reinforcement device is connected to pile by at least one member working in tension. Foundation pile reinforced with the use of said device and method for foundation pile driving and pile bottom reinforcement are also disclosed.

EFFECT: increased uniformity of reinforcement distribution over pile bottom, improved compression and stretching force damping, decreased labor inputs and material consumption.

36 cl, 25 dwg

FIELD: construction, particularly bored piles with enlarged footing or enlargements at the bottom of the pile.

SUBSTANCE: method involves drilling well; filling the well with concrete mix and non-detonating composition including fuel and oxidizer; igniting non-detonating composition by applying low-voltage pulse to electric igniter and combusting non-detonating composition in deflagration regime to create camouflet void with following concrete mix hardening. The fuel is solid hydrocarbon selected from polyethylene, polypropylene and polystyrene. The oxidizer is sodium or potassium chlorate. Non-detonating composition is supplied in well before well filling with concrete mix.

EFFECT: decreased pile production time due to accelerated concrete mix hardening and improved produced pile quality.

6 cl

FIELD: building.

SUBSTANCE: invention refers to building, in particular, to strengthening of the bases under the basements. The way of strengthening of the basement erected on waterlogged priming coats and near to the located constructions includes supply of early strength concrete in the metal tubing established in driven wells, drilled through a basic part of the basement and a ground. Pipes are made with the welded boots, in pipes lower explosive charges and fill with early strength concrete, then the explosive charges are detonated, remaining hollownesses of driven wells and pipes are filled with early strength concrete.

EFFECT: provision of reliable strengthening of the basements erected in waterlogged priming coats and near to located constructions; increase of load-carrying capacity.

2 dwg

FIELD: construction.

SUBSTANCE: invention is related to methods for arrangement of pile foundations for structures, to pile foundations and shell structure for creation of widened foot for pile foundations. Method for creation of pile foundation for structures, according to which the following stages are executed on site to arrange the mentioned foundation - well for installation of foundation pipe is drilled with the help of the first auger drill. The following section is drilled under lower end of installed foundation pipe. Cavity is arranged in the specified section by means of scraper and pressure of water jet. Loose soil is removed from specified cavity by mentioned first drill. Pipe for set of tools and accessories with the second auger drill and flexible shell that envelopes the lower part of the second specified drill is lowered through foundation pipe into lower part of specified section. Excess pressure is built up in specified shell, and moulding material is injected into specified cavity, surplus of which is then removed by the second auger drill. After mentioned material hardens, the specified shell is blown off and removed via specified foundation pipe. Reinforcing device is lowered into foundation pipe. Concrete material is poured into foundation pipe, at that specified cavity is filled, and specified reinforcing device is embedded into concrete, thus creating widened foot for foundation pipe. Versions of method and pile foundation are also stated.

EFFECT: higher stability and resistance to compressing and stretching forces, lower material intensity.

5 cl, 26 dwg

FIELD: construction industry.

SUBSTANCE: invention refers to construction industry and namely to construction of bearing piles in ground rock. Device for making multi-layer sealed pile in ground rock includes, in the combination, elongated hollow tube having longitudinal axis, upper inlet end for material, open lower discharge end for material and diametre of the first external surface and common formed lower head element at open discharge end, which has diametre of the second external surface, which is more than diametre of the first external surface and made with the possibility of transmitting combination from axial and transverse stress components when hollow tube is lowered. Head element consists of common attachment to hollow tube; at that, head element includes lower driving end which in general has configuration of flattened cone between head element of external surface and lower discharge hole made in the lower driving end, and back end having in general the configuration of flattened cone, and cap of the head element covering lower discharge hole. Lower head element with the cap and hollow tube are formed for being introduced into ground rock and for displacing the earth when hollow tube with lower head element and the above cap is lowered into ground rock so that a cavity is formed in ground rock. The cap is at least partially removed from lower discharge hole when hollow tube is then lifted from the formed cavity in order to perform passage of material through lower discharge hole to the cavity section released with hollow tube and lower head element. The latter has the form of cross section and the sizes which are more than the shape of cross section and sizes of hollow tube in order to decrease friction forces on hollow tube when penetrating into ground rock and being removed from it.

EFFECT: improving reliability of the pile and capacity and production effectiveness of piles.

34 cl, 26 dwg

FIELD: oil-and-gas.

SUBSTANCE: invention related to construction, particularly can be used for bored piles with enlarged base arrangement. The method includes hole boring, hole opening with mechanical clampshell enlarger, reinforced cage installation and filling in the hole with concrete mixture. Developing enlargement with ration of enlargement diametre to hole diametre, equal de/dh≥2 with rotation velocity equal n=20-100 revolution per minute, dependant on ground conditions. After covering distance 0.8 h, where h - height of enlargement, stop axial supply of boring media and at that level, during 3-5 revolutions execute enlargement base cleaning, and ground collector and voids between enlarger blades complete filling. Turn on axial supply and execute boring till enlargement total height and enlargement blades closure. Take away enlarger, then concrete enlarged base, install reinforced cage and complete bored piles arrangement with concreting its core.

EFFECT: method of bored pile arrangement efficiency increase and hole enlarger design improvement, hole enlarger reliability increase, easing of ground withdrawal out form ground collector and better quality of constructed bore pile.

4 cl, 3 dwg

Driven pile // 2386748

FIELD: construction.

SUBSTANCE: invention is related to construction, in particular to pile foundations. Driven pile consists of shaft with axial hole, sharpened tip with circular base and conusoidal shell with spike, cavities inside shell filled with hardening solution. There is a threaded hole in tip base, which is closed with threaded plug with stem. Tip shell is rumpled with submergence force after removal of threaded plug and additional submersion of pile. For additional increase of bearing capacity there is an elastic shell on lower part of shaft with facilities for fixation of its upper and lower ends; cavity between elastic shell and shaft surface; protective jacket with facilities of its fixation of shaft, which slides in radial direction and embraces elastic shell. There is a radial hole in shaft, which connects longitudinal hole with specified cavity transformed into support belt after the pile has been submerged at the specified depth, the cavity has been filled with hardening solution via holes in shaft and the solution has hardened.

EFFECT: improved bearing capacity of hollow piles.

4 cl, 7 dwg

FIELD: construction.

SUBSTANCE: method of drilled pile manufacturing includes well arrangement in soil. Supply of material into it. Compaction of soil under lower end of formed pile. In process of soil compaction, in the base of formed drilled pile with parametres equivalent to driven pile, its conventional camouflet cavity is arranged with diametre Dkp equal to diametre of dzs equivalent to driven pile, where: dzs - diametre (m) of equivalent driven pile. DkP - diametre (m) of conventional camouflet cavity produced in soil as it is displaced under lower end of formed drilled pile, by means of supply of controlled material volume to fill conventional camouflet cavity according to the following dependence : where V is controlled volume (m3) of material spent for filling of conventional camouflet cavity produced in soil due to its displacement into pile foundation. As well is filled with material in the form of hardening mix, preferably plastic concrete mix, diametre of equivalent driven pile is identified according to dependence , where dzs - diametre (m) of equivalent driven pile. Dskw - diametre (m) of well; Δh - measured value of subsidence (m) of plastic concrete mix in well as conventional camouflet cavity produced due to displacement of soil under lower end of formed pile is being filled. And in order to produce drilled pile with parametres of driven one of the same diametre, soil is treated in the lower end of pile till material subsides, preferably concrete mix, in well by value, which is compared with the one defined from the following ratio: Δh/Dskw=0.4. Besides in the lower end of well soil is exposed to forces, and their sufficiency is controlled (assessed) by flow of material additionally supplied to well in process of soil treatment, and its volume is identified according to formula , where Dskw - diametre (m) of formed pile. Besides in well reinforced with casing pipe, dynamic actions at soil are carried out until material subsidence value in casing pipe makes at least the following: , where Δhtr is subsidence (m) of material in casing pipe. Dskw - diametre (m) of well. Dfr - inner diametre (m) of casing pipe. Dynamic actions at soil in lower end of formed pile are carried out to achieve conventional failure, which is represented by material subsidence of not more than 2 mm in process of the last action, and when soils are compacted by electric explosions in pile foundation with application of electrode system, dynamic treatment is interrupted provided that electrode system freely installed on bottomhole in process of electric explosion sinks by not more than 1-2 cm, and in process of soil dynamic treatment at least one additional camouflet expansion is created along pile length, preferably, in zones of well opening of soils that are most pliant to compaction, which is detected by reaction of soil to test dynamic actions performed along pile length.

EFFECT: development of drilled piles with bearing capacity by soil, same as for driven piles, with minimum possible usage of resources and maximum possible usage of properties inherent in massif of soil that contains pile.

7 cl

FIELD: construction.

SUBSTANCE: device for compaction of soil in drilled pile well bottomhole includes casing pipe, bushing fixed on it with working element pulled through it. Working element is arranged in the form of hollow pipe, at the lower end of which there is a thrust journal and sealing attachment, and at the upper end there are upper and lower supports and inertial mass, placed on hollow pipe between upper and lower supports with sliding fit.

EFFECT: improved bearing capacity of drilled piles erected in watered and soft soils.

4 dwg

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