CN101012649A - Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille - Google Patents
Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille Download PDFInfo
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- CN101012649A CN101012649A CN 200710063983 CN200710063983A CN101012649A CN 101012649 A CN101012649 A CN 101012649A CN 200710063983 CN200710063983 CN 200710063983 CN 200710063983 A CN200710063983 A CN 200710063983A CN 101012649 A CN101012649 A CN 101012649A
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Abstract
The invention relates to a construction method for bidirectional spiral expand pile and the bidirectional spiral closed expand bit. The construction method comprises drilling and expanding bore by the bidirectional spiral closed expand bit; pushing soil, which is obtained in drilling and expanding bore downwards, into the side wall of pile bore; the bidirectional spiral closed expand bit rotating upwards to drill and expand the bore again; pushing soil, which is obtained in drilling, expanding and lifting upwards, into the side wall of pile bore; starting the concrete pump to press the pile material into the pile bore while the bit is lifted. The bidirectional spiral closed expand bit comprises a connecting bar. At the lower of the connecting bar spiral expand body, closed expand body and dynamic sealing expand body are assembled on the connecting bar in the same axial line in turn from the bottom to the top or they are machined on the connecting bar together. The invention is provided with high loading capacity, small sedimentation quantity, better quality, low cost and smaller energy consumption so on.
Description
Technical field
The present invention relates to a kind of bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille that is applied to field of civil engineering.
Background technology
In field of civil engineering, modern pile foundation can be divided into non-soil compaction stake, the stake of part soil compaction and soil compaction stake three major types fully according to piling method to the influence of soil layer.Because non-soil compaction stake exists the problem of many technology, cost and environmental protection aspect, geotechnical engineering circle is devoted to the soil compaction stake of development of new always, particularly spiral soil compaction stake, because the job practices of this spiral soil compaction stake is compared with non-soil compaction stake, except that having tangible technology and cost advantage, also has the advantage of environmental protection aspects such as no mud, no dregs, friction, low noise.Development so far mainly is to be based upon long screw auger drilling deposited pile worker method (being CFA worker's method), Japanese steel fibre full thread concrete precast pile worker method, and German Pfleiderer Verkehrstechnik GmbH﹠amp; Co. on half-thread hollow prestressed concrete preformed pile (being Europile) worker's method basis of company.Wherein representational research and development have following several:
1. the patent No. is the screw pile forming technology by pouring of ZL96119602.5;
2. the patent No. is the threaded drillpipe of ZL01250189.1;
3. the patent No. is the helical burr ram stake machine of ZL01240059.9;
4. the patent No. is the helical burr ram stake machine link gear of ZL02138738.9;
5. the patent No. is the helical burr ram stake machine hoist and traction machine structure of ZL200410013038.9;
6. the patent No. is semi-screw pile and processing method and the device of ZL200310117711.9:
7. the patent No. is the semi-screw pile of ZL03128265.2 and becomes pile work method.
More than seven patents set forth drilling rod, the pile machine equipment of full thread stake and semi-screw pile respectively and become pile work method.It is long that the principal character of above-mentioned perfusion full thread stake is that the screw thread of stake has occupied whole stake, and the central tube of its pile threaded drillpipe is the equal diameter pipe, external diameters such as drill rod thread, the uniform pitch in the central tube outside.Above-mentioned semi-screw pile then is made up of two parts, and top is that linear structure, bottom are the screw-type structure, and two parts outside dimension is identical up and down.Wherein linear pattern partly account for total stake long 1/3, screw-type partly account for total stake long 2/3.The central tube of the pile drilling rod of semi-screw pile is the equal diameter pipe, external diameters such as drill rod thread, the uniform pitch in its underpart central tube outside.Semi-screw pile is divided into cast-in-place type and precasting two big classes.
Exist following defectives and problem in full thread stake, semi-screw pile and the piling method thereof in the above-mentioned patent, be illustrated respectively according to preformed pile and present walling pile two big classes now.
1, the defective and the problem of prefabricated full thread stake and prefabricated semi-screw pile
---the manufacturing equipment complexity of pre-threaded stake, costliness;
---manufacturing, the maintenance of pre-threaded stake and be connected complex process, the cost of production height;
---pre-threaded stake pile body is longer, transportation difficulty, cost of transportation height;
---the pre-threaded stake sets power requirement height;
---prefabricated semi-screw pile adopts the dither pile-sinking method, can only be applicable to soft soil layer and minor diameter stub.
2, the defective and the problem of cast-in-place full thread stake and semi-screw pile
---the stake of perfusion full thread need be with the boring machine preexisting hole;
---for the real pile body of realizing has 2/3 or the long screw thread of full stake, in the work progress of stake, must adopt complicated simultaneous techniques and technology;
---because uncertainty and the heterogeneity that the stratum has soil nature and soft or hard to change, be difficult to guarantee in the stake screw thread generative process instantaneous synchronously, therefore may cause part stake screw thread to be difficult to according to the designing requirement moulding;
---because these two kinds of piling methods all adopt the long screw auger of equal diameter central tube and longer spiral section, thereby in formation of pile, can consume more rig power, the drilling depth of influence under same formation, identical stake footpath condition, and can't be applied to the firm hard formation situation;
---the effective diameter that how to define full thread stake or semi-screw pile in designing and calculating does not still have final conclusion, if use the effective diameter of spiral external diameter as stake, may produce the problem of degree of safety aspect; If the problem that then can cause pile capacity to underestimate as the effective diameter of stake with the central tube external diameter.
Summary of the invention
The object of the present invention is to provide that a kind of bearing capacity is higher, settling amount is littler, better quality, cost are lower, energy consumption still less, higher, the environmental protection more of work efficiency, and can be under various geological conditionss the bidirectional helix extruding-enlarging pile construction method and the bidirectional helix closed extruding-enlarging aiguille of construction operation.
Bidirectional helix extruding-enlarging pile construction method of the present invention may further comprise the steps:
1) after the pile work drilling machine that bidirectional helix closed extruding-enlarging aiguille is installed is in place, start pile work drilling machine and apply clockwise moment of torsion and downward axial compression, utilize bidirectional helix closed extruding-enlarging aiguille to creep into squeezed hole, in downward rotary drill squeezed hole process, the soil body that is come out by rotary drill, can do screw from bottom to top and progressively be squeezed into a hole sidewall, stake bore dia after squeezed is adhered to specification, and first step stake hole machinery squeezing process will last till that a hole reaches projected depth;
2) after squeezed the finishing of first step stake hole machinery, start the power that axially lifts that pile work drilling machine applies clockwise moment of torsion and makes progress, bidirectional helix closed extruding-enlarging aiguille is moved upward and rotate the extruded and extended pile hole once more, in rotating up squeezed lifting process, the soil body that stake hole internal upper part collapses can be done top-down screw, and progressively be squeezed in the hole sidewall, guaranteeing that once more the stake bore dia after squeezed adheres to specification, second step stake hole machinery squeezing process lasts till that bidirectional helix closed extruding-enlarging aiguille is rotated and rises to the face of land;
3) when bidirectional helix closed extruding-enlarging aiguille begins to rotate up squeezed lifting, start concrete pump, irritate to finishing the pressure of carrying out piling in squeezed stake hole, squeezed by concrete pressure, the pile cutoff expanded diameter of finishing the filling of piling pressure is adhered to specification, this pile hole extruding-extending process will last till that piling press to irritate till the design elevation of stake top, so far form the bidirectional helix extruding-enlarging stake.
Bidirectional helix extruding-enlarging pile construction method of the present invention, bidirectional helix closed extruding-enlarging aiguille is holed with 4 to 14 rev/mins rotating speed backspin in the wherein said step 1), described step 2) bidirectional helix closed extruding-enlarging aiguille promotes with 1 to 4 meter/minute speed in, the piling of described step 3) is a kind of in concrete piling or CFG material or tailings mortar piling or the cement slag piling, and described bidirectional helix extruding-enlarging stake is cylindrical.
Described method also comprises:
4) in the bidirectional helix extruding-enlarging stake pile body that described step 3) is made, insert reinforcing cage, tendon or shaped steel.
The bidirectional helix closed extruding-enlarging aiguille that is used for bidirectional helix extruding-enlarging pile construction method, the connecting rod that comprises hollow, top at connecting rod is provided with mounting flange, its bottom is provided with apex point, the bottom of described connecting rod is set with or is shaped on down integratedly the helix extruding-enlarging body from bottom to up successively coaxially, sealed extruding expanding body and movable sealing extruding expanding body, described movable sealing extruding expanding body is the diminishing from bottom to top Rotary-table of cross section, the lateral wall of movable sealing extruding expanding body is provided with left-handed movable sealing helix extruding-enlarging blade, described sealed extruding expanding body is a cylinder, described helix extruding-enlarging body down is the Rotary-table that cross section increases from bottom to top gradually, and the lateral wall of following helix extruding-enlarging body is provided with the following helix extruding-enlarging blade of dextrorotation.
Bidirectional helix closed extruding-enlarging aiguille of the present invention, wherein said movable sealing helix extruding-enlarging blade and the described external diameter of helix extruding-enlarging blade down are not more than the external diameter of described sealed extruding expanding body, and the described number of turns of helix extruding-enlarging blade down is more than 2 circles.
Bidirectional helix closed extruding-enlarging aiguille of the present invention, the wherein said pitch of helix extruding-enlarging blade down is uniform pitch or varying pitch, its uniform pitch S
jMathematic(al) representation be:
S
j＝α
1·D
max(j＝1，2，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
1The design factor of-uniform pitch, its span commonly used is 0.5～1.2;
The total pitch number of m-;
D
MaxThe external diameter of-sealed extruding expanding body (mm); Its varying pitch S
jMathematic(al) representation be:
S
j＝α
2·D
max(j＝1)
S
j＝β
j·S
j-1(j＝2，3，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
2-pitch S
1Design factor, its span commonly used is 0.5～1.2;
β
j-pitch the enhancement coefficient of j pitch from bottom to up;
K-and α
2The adjustment coefficient that value is relevant, its span commonly used is 1.5～3.0;
The total pitch number of m-;
D
MaxThe external diameter of-sealed extruding expanding body (mm).
Spiral shell squares such as the spiral shell square employing of described movable sealing helix extruding-enlarging blade wait spiral shell square S
jMathematic(al) representation be:
S
j＝α
3·D
max(j＝1，2，...，n)
In the formula,
S
j-the size of j pitch (mm) from top to bottom;
J-is the ordinal number of j pitch from top to bottom;
α
3The design factor of-uniform pitch, its span commonly used is 0.4～1.0;
The total pitch number of n-;
D
MaxThe external diameter of-sealed extruding expanding body (mm).
Bidirectional helix closed extruding-enlarging aiguille of the present invention, the wherein said number of turns of helix extruding-enlarging blade down is 2 to 6 circles, in the original position isoplanar of following helix extruding-enlarging blade, turn over 180 ° and locate to be provided with the secondary helical blade of half-turn, the direction of rotation of secondary helical blade is identical with following helix extruding-enlarging blade with the spiral shell square, described movable sealing helix extruding-enlarging blade and the described cross section of helix extruding-enlarging blade down are the variable cross-section quadrangle, its root thickness is greater than top thickness, in 100mm, the spiral number of turns of described movable sealing helix extruding-enlarging blade is 1 to 4 circle to the external diameter of described movable sealing helix extruding-enlarging blade than the little scope of the external diameter of described sealed extruding expanding body.
Bidirectional helix closed extruding-enlarging aiguille of the present invention wherein is separately installed with a plurality of alloys brill teeth in the bottom of described helix extruding-enlarging blade down and the bottom of described secondary helical blade.
Bidirectional helix closed extruding-enlarging aiguille of the present invention, wherein said apex point is the separate type apex point, the separate type apex point comprises circular terminal pad, soffit at terminal pad is provided with cutter head, the middle part of terminal pad upper surface has columniform boss, be provided with a plurality of locating grooves at the edge of terminal pad, each locating groove matches with locating piece respectively, each locating piece is fixedly linked with the described bottom of the external sidewall of helix extruding-enlarging down respectively, described boss is inserted in the hole of described connecting rod bottom, and the sealing seal with elastometic washer is adopted in the gap between boss and the connecting rod centre bore.
Bidirectional helix closed extruding-enlarging aiguille of the present invention, wherein said cutter head comprises the large and small brill plate of two isosceles triangles that vary in size, the base of large and small brill plate is fixedly linked with described terminal pad respectively up, the plate face of described large and small brill plate is decussation and connects, and is fixed with sharp bar in wammel plate bottom.
Bidirectional helix closed extruding-enlarging aiguille of the present invention, wherein said apex point are the interconnection system apex point, are provided with at a side of described interconnection system apex point or bilateral and press the one-way cock of irritating piling.
Bidirectional helix extruding-enlarging pile construction method of the present invention and bidirectional helix closed extruding-enlarging aiguille, compared with prior art, the present invention has following several advantages:
1. bidirectional helix extruding-enlarging pile construction method of the present invention, carry out in the three step pile hole extruding-extending pore forming process at bidirectional helix closed extruding-enlarging aiguille, utilize bidirectional helix closed extruding-enlarging aiguille two-way that the soil body in the former stake hole is squeezed in the sidewall in stake hole when advancing to bore and carrying brill, make stake week soil and the compacted degree of the stake end regolith considerably beyond existing non-soil compaction stake and the soil compaction pile construction method degree that can reach, thereby increased substantially a native frictional resistance of stake side and a pile ending soil bearing capacity.When handling composite pile foundation, composite foundation and Base Consolidation Engineering, bidirectional helix closed extruding-enlarging aiguille of the present invention is in work progress, by three step pile hole extruding-extending pore-forming key technologies, it is compacted to make inter-pile soil be subjected to side direction, under the compacted effect effect of this side direction, the intensity of inter-pile soil and deformation characteristic have obtained very big improvement, so the carrying of composite pile foundation, composite foundation and consolidated subsoil and deformation performance have also obtained increasing substantially.
2. bidirectional helix extruding-enlarging pile construction method of the present invention, because bidirectional helix closed extruding-enlarging aiguille can advance bore and carry when boring in the two-way sidewall that the soil body in the stake hole is expressed to a hole, so the stake hole that can avoid being occurred in non-soil compaction pile work method in formation of pile caves in, mud off, pile bottom sediment is blocked up and displacement in the hole and strength retrogression that casting caused pile peripheral earth stress release in hole is caused.Under same stratum, same stake footpath and same stake elongate member, with drilled pile, punching stake, revolve and dig stake or engineering piles type commonly used such as CFA stake is compared, the cylindrical bidirectional helix extruding-enlarging stake that bidirectional helix extruding-enlarging pile construction method of the present invention is finished has that bearing capacity is higher, settling amount is littler, better quality, cost are lower, energy consumption still less, work efficiency is higher, remarkable advantage such as environmental protection more.Therefore, bidirectional helix extruding-enlarging pile construction method of the present invention has outstanding substantive distinguishing features and significant technological progress.
3. bidirectional helix extruding-enlarging pile construction method of the present invention has solved the following defective and the problem of the full thread stake and the half-thread stake of prefabricated class pointed in background technology and cast-in-place class: the manufacturing equipment complexity of pre-threaded stake, costliness; The manufacturing of pre-threaded stake, maintenance and be connected complex process, the cost of production height; Pre-threaded stake pile body is longer, transportation difficulty, cost of transportation height; The pre-threaded stake sets power requirement height; Prefabricated semi-screw pile adopts the dither pile-sinking method, can only be applicable to soft soil layer and minor diameter stub.And the stake of perfusion full thread need be with the boring machine preexisting hole; For the real pile body of realizing has 2/3 or the long screw thread of full stake, in the work progress of stake, must adopt complicated simultaneous techniques and technology; Because uncertainty and heterogeneity that the stratum has soil nature and soft or hard to change, be difficult to guarantee in the stake screw thread generative process instantaneous synchronously, therefore may cause part stake screw thread to be difficult to according to the designing requirement moulding; Because these two kinds of piling methods all adopt the long screw auger of equal diameter central tube and longer spiral section, thereby in formation of pile, can consume more rig power, the drilling depth of influence under same formation, identical stake footpath condition, and can't be applied to the firm hard formation situation; The effective diameter that how to define full thread stake or semi-screw pile in designing and calculating does not still have final conclusion, if with the effective diameter of spiral external diameter as stake, may produce the problem of degree of safety aspect, if the problem that then can cause pile capacity to underestimate as the effective diameter of stake with the central tube external diameter.
4. adopt the bidirectional helix extruding-enlarging pile construction method of bidirectional helix closed extruding-enlarging aiguille of the present invention, have high efficiency, one pile work drilling machine day the pile amount can reach 500 to 800 linear meter(lin.m.)s.In addition, bidirectional helix extruding-enlarging pile construction method of the present invention and bidirectional helix closed extruding-enlarging aiguille work progress are controlled, the pile quality height, and can be under various geological conditionss construction operation.
5. bidirectional helix extruding-enlarging pile construction method of the present invention and bidirectional helix closed extruding-enlarging aiguille can be implemented bidirectional helix extruding-enlarging stake vertical and inclination, have therefore enlarged the scope of application of bidirectional helix extruding-enlarging pile construction method.
Below in conjunction with drawings and Examples in detail the present invention is described in detail.
Description of drawings
Fig. 1 a～1f among Fig. 1 is the construction process figure of bidirectional helix extruding-enlarging pile construction method of the present invention;
Fig. 2 is the front view of structural representation of a kind of embodiment of bidirectional helix closed extruding-enlarging aiguille of the present invention;
Fig. 3 is the sectional view of Fig. 2;
Fig. 4 is the main pseudosection of structural representation of the another kind of embodiment of bidirectional helix closed extruding-enlarging aiguille of the present invention;
Fig. 5 is the main pseudosection of the structural representation of separate type apex point;
Fig. 6 is the main pseudosection of the structural representation of interconnection system apex point.
The specific embodiment
Shown in Fig. 1 a～1f among Fig. 1, bidirectional helix extruding-enlarging pile construction method of the present invention comprises following construction sequence:
1) it is in place according to known method the pile work drilling machine of bidirectional helix closed extruding-enlarging aiguille will to be installed, and be ready to concrete pump, and preparation needs the piling of perfusion.Piling is any one of concrete piling or CFG material or tailings mortar piling or cement slag piling etc., and the CFG material is the CFG piling.
2) after the pile work drilling machine that bidirectional helix closed extruding-enlarging aiguille is installed is in place, start pile work drilling machine and apply clockwise moment of torsion and downward axial compression, utilize bidirectional helix closed extruding-enlarging aiguille to creep into squeezed hole, make the rotating speed downward rotary drill squeezed hole of bidirectional helix closed extruding-enlarging aiguille with 4 rev/mins or 6 rev/mins or 8 rev/mins or 10 rev/mins or 12 rev/mins or 14 rev/mins, in this process, be positioned at the soil body that is come out by rotary drill of helix extruding-enlarging body 4 lower sidewall down, can under following helix extruding-enlarging blade 12 effects of following helix extruding-enlarging body 4, do screw from bottom to top and progressively clamp-oned in the sidewall in a hole or be pressed against the lower end of sealed extruding expanding body 3, being closed extruding expanding body 3 subsequently clamp-ons in the sidewall in a hole, stake bore dia after squeezed should adhere to specification, and the backspin machinery squeezed hole process of bidirectional helix closed extruding-enlarging aiguille is till reaching the design hole depth.
3) after squeezed the finishing of first step stake hole machinery, start the power that axially lifts that pile work drilling machine applies clockwise moment of torsion and makes progress, bidirectional helix closed extruding-enlarging aiguille is moved upward and rotate the extruded and extended pile hole once more, in rotating up squeezed lifting process, the movable sealing extruding expanding body 2 that is positioned at sealed extruding expanding body 3 tops in the stake hole reaches the slump soil body of top on every side, can under movable sealing helix extruding-enlarging blade 11 effect of movable sealing extruding expanding body 2, do top-down screw and clamp-oned in the sidewall in extruded and extended pile stake hole gradually or be pressed against the upper end of sealed extruding expanding body 3, being closed extruding expanding body 3 subsequently clamp-ons in the sidewall in a hole, guaranteeing that once more the stake bore dia after squeezed adheres to specification, second step stake hole machinery squeezing process lasts till that the sealed extruding expanding body 3 of bidirectional helix closed extruding-enlarging aiguille is rotated and rises to the face of land.
4) on beginning, bidirectional helix closed extruding-enlarging aiguille revolves in the squeezed lifting, start concrete pump, irritate to finishing the pressure of carrying out piling in squeezed stake hole, the 3rd a step hole pressure is squeezed to be to carry out under the high pressure effect of concrete pump, squeezed by concrete pressure, can make the pile cutoff of having finished the filling of piling pressure can guarantee that expanded diameter adheres to specification, this hole pressure squeezing process will last till that piling press to irritate till the design elevation of stake top, so far form columniform bidirectional helix extruding-enlarging stake.
Above-mentioned steps 3) bidirectional helix closed extruding-enlarging aiguille normally promotes with the speed of 1 meter/minute or 2 meters/minute or 3 meters/minute or 4 meters/minute in.
According to designing requirement, can also in helix extruding-enlarging stake pile body, insert reinforcing cage, tendon or shaped steel according to known method.
Fig. 1 a represents to be equipped with the pile work drilling machine and the concrete pump equipment of bidirectional helix closed extruding-enlarging aiguille; Fig. 1 b represents the bidirectional helix closed extruding-enlarging aiguille lower spiral expanded finished hole; Fig. 1 c represents that the bidirectional helix closed extruding-enlarging aiguille lower spiral expanded finished hole has reached projected depth, stops to creep into; Fig. 1 d represents to revolve on the bidirectional helix closed extruding-enlarging aiguille to carry and bores and guncreting in the stake hole; Fig. 1 e represents to insert in bidirectional helix extruding-enlarging stake pile body, be pressed into or shake into reinforcing cage, tendon or shaped steel; Fig. 1 f represents to implement the columniform bidirectional helix extruding-enlarging stake finished.
The stake footpath that bidirectional helix extruding-enlarging pile construction method of the present invention can perform is from 300 to 800mm, and maximum length of pile can reach 36m, and can apply plumb pile or raked pile, and the output torque of pile work drilling machine unit head must reach 15 to 25tm, and maximum can reach 45tm.Axial compression that pile work drilling machine is downward and the power that axially lifts that makes progress require to reach 20 to 40t.The discharge pressure of concrete pump requires greater than 5MPa, and discharge capacity requires to be not less than 30 cubic metres/hour.
The suitable stratum of bidirectional helix extruding-enlarging pile construction method of the present invention is extensive, comprise backfill, sand, silt, bury, silty clay, clay, loess, gravel soil, sand pebble soil and severely-weathered soil layer etc., also be applicable to the situation of phreatic high simultaneously.
The pile foundation that the invention process is finished, composite pile foundation, composite foundation or ground are handled and are reinforced all kinds of engineerings that can be widely used in the civil engineering different field, comprising: high-rise and superelevation layer residential houses engineering, commercial building engineering, industrial premises engineering, traffic engineering, hydroelectric project and Environmental Engineering etc.
As shown in Figures 2 and 3, bidirectional helix closed extruding-enlarging aiguille of the present invention, the connecting rod 1 that comprises hollow, be provided with mounting flange 6 on the top of connecting rod 1, its bottom is provided with apex point 5, the bottom of connecting rod 1 is set with down helix extruding-enlarging body 4 from bottom to up successively coaxially, sealed extruding expanding body 3 and movable sealing extruding expanding body 2, movable sealing extruding expanding body 2 is the cross section Rotary-table of diminishing hollow from bottom to top, the lateral wall of movable sealing extruding expanding body 2 is welded with left-handed movable sealing helix extruding-enlarging blade 11, sealed extruding expanding body 3 is the cylinder of hollow, following helix extruding-enlarging body 4 is the Rotary-table of the hollow that increases gradually from bottom to top of cross section, and the lateral wall of following helix extruding-enlarging body 4 is welded with the following helix extruding-enlarging blade 12 of dextrorotation.
As shown in Figure 4, above-mentioned connecting rod 1 also can be the structure that is made into integration with movable sealing extruding expanding body 2, sealed extruding expanding body 3 and following helix extruding-enlarging body 4, promptly adopts known method such as hot investment casting that connecting rod 1 and movable sealing extruding expanding body 2, movable sealing helix extruding-enlarging blade 11, sealed extruding expanding body 3, time helix extruding-enlarging body 4 and following helix extruding-enlarging blade 12 are made one.
The external diameter of above-mentioned movable sealing helix extruding-enlarging blade 11 and following helix extruding-enlarging blade 12 is not more than the external diameter of sealed extruding expanding body 3, and the number of turns of following helix extruding-enlarging blade 12 is more than 2 circles.
The pitch of following helix extruding-enlarging blade 12 is uniform pitch or varying pitch, its uniform pitch S
jMathematic(al) representation be:
S
j＝α
1·D
max(j＝1，2，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
1The design factor of-uniform pitch, its span commonly used is 0.5～1.2, the size of value and soil nature, particle diameter, stake footpath are relevant with rotating speed, under normal conditions, if soil nature is hard, the sandstone particle diameter is big, the stake footpath is big or rotating speed when higher, selected numerical value also can be bigger, otherwise then choose less numerical value;
The total pitch number of m-;
D
MaxThe external diameter of-sealed extruding expanding body 3 (mm);
The pitch of following helix extruding-enlarging blade 12 is varying pitch S
jMathematic(al) representation be:
S
j＝α
2·D
max(j＝1)
S
j＝β
j·S
j-1(j＝2，3，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
2-pitch S
1Design factor, its span commonly used is 0.5～1.2, the size of value and soil nature, particle diameter, stake footpath are relevant with rotating speed, under normal conditions, if soil nature is hard, the sandstone particle diameter is big, the stake footpath is big or rotating speed when higher, selected numerical value also can be bigger, otherwise then choose less numerical value;
β
j-pitch the enhancement coefficient of j pitch from bottom to up;
K-and α
2The adjustment coefficient that value is relevant, its span commonly used is 1.5～3.0, works as α
2Numerical value when big, K chooses less numerical value, otherwise then chooses bigger numerical value;
The total pitch number of m-;
D
MaxThe external diameter of-sealed extruding expanding body 3 (mm).
Spiral shell squares such as the spiral shell square employing of movable sealing helix extruding-enlarging blade 11 of the present invention, S such as its square such as spiral shell such as grade
jMathematic(al) representation be:
S
j＝α
3·D
max(j＝1，2，...，n)
In the formula,
S
j-the size of j pitch (mm) from top to bottom;
J-is the ordinal number of j pitch from top to bottom;
α
3The design factor of-uniform pitch, its span commonly used is 0.4～1.0; The size of value and particle diameter are relevant with the stake footpath, and under normal conditions, if gravel size is big or stake footpath when big, selected numerical value also can be bigger, otherwise then choose less numerical value;
The total pitch number of n-;
D
MaxThe external diameter of-sealed extruding expanding body 3 (mm).
Varying pitch S disclosed by the invention
jFormula is the inventor taken into full account the soil body volume that come out by rotary drill what, carry between soil nature, particle diameter, stake footpath, bidirectional helix closed extruding-enlarging aiguille rotating speed and the helical blade on the basis of factors such as relation of size of soil body channel cross-sectional area and provide.Adopt varying pitch S disclosed by the invention
jThe bidirectional helix closed extruding-enlarging aiguille of formulae design, it not only than existing drill bit rate of penetration height, also saves the power of drill power head more when creeping into.
Movable sealing helix extruding-enlarging blade 11 of the present invention and following helix extruding-enlarging blade 12 are by the height W of root of blade to vane tip
SiMathematic(al) representation be:
W
si＝0.5×(D
Li-D
Ti)
In the formula,
W
Si-helical blade is at the height (mm) at a certain definite height of drill bit place;
D
Li-helical blade is at the external diameter (mm) at a certain definite height of drill bit place;
D
Ti-movable sealing extruding expanding body 2 or following helix extruding-enlarging body 4 are at the external diameter (mm) at a certain definite height of drill bit place.
The number of turns of following helix extruding-enlarging blade 12 is 2 to 6 circles, in the original position isoplanar of following helix extruding-enlarging blade 12, turn over 180 ° and locate to be provided with the secondary helical blade 9 of half-turn, the direction of rotation of secondary helical blade 9 and spiral shell square are identical with following helix extruding-enlarging blade 12, the cross section of movable sealing helix extruding-enlarging blade 11 and following helix extruding-enlarging blade 12 is the variable cross-section quadrangle, its root thickness is greater than top thickness, in 100mm, the spiral number of turns of above-mentioned movable sealing helix extruding-enlarging blade 11 is 1 to 4 circle to the external diameter of above-mentioned movable sealing helix extruding-enlarging blade 11 than the little scope of the external diameter of sealed extruding expanding body 3.
Be separately installed with a plurality of alloys brill teeth 10 in the bottom of following helix extruding-enlarging blade 12 and the bottom of secondary helical blade 9.
Cutter head comprises the large and small brill plate 20,21 of two isosceles triangles that vary in size, the base of large and small brill plate 20,21 is fixedly linked with described terminal pad 14 respectively up, the plate face of large and small brill plate 20,21 is decussation and is connected, and is fixed with sharp bar 22 in wammel plate bottom.Where necessary, can on the following hypotenuse of large and small brill plate 20,21, weld fixing a plurality of alloys and bore tooth.
The separate type apex point is applicable to the stratum that soil nature is harder, after boring finishes, the separate type apex point can be discarded in the bottom in a hole, its detailed process is by the concrete that the through hole via following helix extruding-enlarging body 4 centers pours into down the separate type apex point to be pushed up from the bottom of following helix extruding-enlarging body 4, and abandons in bottom, stake hole.
Embodiment recited above is described preferred implementation of the present invention; be not that design of the present invention and scope are limited; do not breaking away under the design concept prerequisite of the present invention; various modification and improvement that engineers and technicians in this area make technical scheme of the present invention; all should fall within the scope of protection of the present invention; the technology contents that the present invention asks for protection all is documented in claims.
Claims (10)
1. bidirectional helix extruding-enlarging pile construction method is characterized in that may further comprise the steps:
1) after the pile work drilling machine that bidirectional helix closed extruding-enlarging aiguille is installed is in place, start pile work drilling machine and apply clockwise moment of torsion and downward axial compression, utilize bidirectional helix closed extruding-enlarging aiguille to creep into squeezed hole, in downward rotary drill squeezed hole process, the soil body that is come out by rotary drill, can do screw from bottom to top and progressively be squeezed into a hole sidewall, stake bore dia after squeezed is adhered to specification, and first step stake hole machinery squeezing process will last till that a hole reaches projected depth;
2) after squeezed the finishing of first step stake hole machinery, start the power that axially lifts that pile work drilling machine applies clockwise moment of torsion and makes progress, bidirectional helix closed extruding-enlarging aiguille is moved upward and rotate the extruded and extended pile hole once more, in rotating up squeezed lifting process, the soil body that stake hole internal upper part collapses can be done top-down screw, and progressively be squeezed in the hole sidewall, guaranteeing that once more the stake bore dia after squeezed adheres to specification, second step stake hole machinery squeezing process lasts till that bidirectional helix closed extruding-enlarging aiguille is rotated and rises to the face of land;
3) when bidirectional helix closed extruding-enlarging aiguille begins to rotate up squeezed lifting, start concrete pump, irritate to finishing the pressure of carrying out piling in squeezed stake hole, squeezed by concrete pressure, the pile cutoff expanded diameter of finishing the filling of piling pressure is adhered to specification, this pile hole extruding-extending process will last till that piling press to irritate till the design elevation of stake top, so far form the bidirectional helix extruding-enlarging stake.
2. bidirectional helix extruding-enlarging pile construction method as claimed in claim 1, it is characterized in that: bidirectional helix closed extruding-enlarging aiguille is holed with 4 to 14 rev/mins rotating speed backspin in the described step 1), described step 2) bidirectional helix closed extruding-enlarging aiguille promotes with 1 to 4 meter/minute speed in, the piling of described step 3) is a kind of in concrete piling or CFG material or tailings mortar piling or the cement slag piling, and described bidirectional helix extruding-enlarging stake is cylindrical;
Described method also comprises:
4) in the bidirectional helix extruding-enlarging stake pile body that described step 3) is made, insert reinforcing cage, tendon or shaped steel.
3. the bidirectional helix closed extruding-enlarging aiguille that is used for bidirectional helix extruding-enlarging pile construction method, the connecting rod (1) that comprises hollow, be provided with mounting flange (6) on the top of connecting rod (1), its bottom is provided with apex point (5), the bottom that it is characterized in that described connecting rod (1) is set with or is shaped on down integratedly helix extruding-enlarging body (4) from bottom to up successively coaxially, sealed extruding expanding body (3) and movable sealing extruding expanding body (2), described movable sealing extruding expanding body (2) is the diminishing from bottom to top Rotary-table of cross section, the lateral wall of movable sealing extruding expanding body (2) is provided with left-handed movable sealing helix extruding-enlarging blade (11), described sealed extruding expanding body (3) is a cylinder, described helix extruding-enlarging body (4) down is the Rotary-table that cross section increases from bottom to top gradually, and the lateral wall of following helix extruding-enlarging body (4) is provided with the following helix extruding-enlarging blade (12) of dextrorotation.
4. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 3, it is characterized in that: described movable sealing helix extruding-enlarging blade (11) and the described external diameter of helix extruding-enlarging blade (12) down are not more than the external diameter of described sealed extruding expanding body (3), and the described number of turns of helix extruding-enlarging blade (12) down is more than 2 circles.
5. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 4 is characterized in that: the described pitch of helix extruding-enlarging blade (12) down is uniform pitch or varying pitch, its uniform pitch S
jMathematic(al) representation be:
S
j＝α
1·D
max(j＝1，2，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
1The design factor of-uniform pitch, its span are 0.5～1.2;
The total pitch number of m-;
D
MaxThe external diameter (mm) of-sealed extruding expanding body (3);
Its varying pitch S
jMathematic(al) representation be:
S
j＝α
2·D
max(j＝1)
S
j＝β
j·S
j-1(j＝2，3，...，m)
In the formula,
S
j-the size of j pitch (mm) from bottom to up;
J-is the ordinal number of j pitch from bottom to up;
α
2-pitch S
1Design factor, its span is 0.5～1.2;
β
j-pitch the enhancement coefficient of j pitch from bottom to up;
K-and α
2The adjustment coefficient that value is relevant, its span is 1.5～3.0;
The total pitch number of m-;
D
MaxThe external diameter (mm) of-sealed extruding expanding body (3).
Spiral shell squares such as the spiral shell square employing of described movable sealing helix extruding-enlarging blade (11) wait spiral shell square S
jMathematic(al) representation be:
S
j＝α
3·D
max(j＝1，2，...，n)
In the formula,
S
j-the size of j pitch (mm) from top to bottom;
J-is the ordinal number of j pitch from top to bottom;
α
3The design factor of-uniform pitch, its span are 0.4～1.0;
The total pitch number of n-;
D
MaxThe external diameter (mm) of-sealed extruding expanding body (3).
6. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 5, it is characterized in that: the described number of turns of helix extruding-enlarging blade (12) down is 2 to 6 circles, in the original position isoplanar of following helix extruding-enlarging blade (12), turn over 180 ° and locate to be provided with the secondary helical blade (9) of half-turn, the direction of rotation of secondary helical blade (9) is identical with following helix extruding-enlarging blade (12) with the spiral shell square, described movable sealing helix extruding-enlarging blade (11) and the described cross section of helix extruding-enlarging blade (12) down are the variable cross-section quadrangle, its root thickness is greater than top thickness, in 100mm, the spiral number of turns of movable sealing helix extruding-enlarging blade (11) is 1 to 4 circle to the external diameter of described movable sealing helix extruding-enlarging blade (11) than the little scope of the external diameter of described sealed extruding expanding body (3).
7. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 6 is characterized in that: be separately installed with a plurality of alloys brill teeth (10) in the bottom of described helix extruding-enlarging blade (12) down and the bottom of described secondary helical blade (9).
8. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 7, it is characterized in that: described apex point (5) is the separate type apex point, the separate type apex point comprises circular terminal pad (14), soffit at terminal pad (14) is provided with cutter head, the middle part of terminal pad (14) upper surface has columniform boss (15), edge at terminal pad (14) is provided with a plurality of locating grooves, each locating groove matches with locating piece (17) respectively, each locating piece (17) is fixedly linked with the described bottom of helix extruding-enlarging body (4) lateral wall down respectively, described boss (15) is inserted in the hole of described connecting rod (1) bottom, and the gap between boss (15) and connecting rod (1) centre bore adopts sealing to seal with rubber ring (16).
9. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 8, it is characterized in that: described cutter head comprises the large and small brill plate (20,21) of two isosceles triangles that vary in size, the base of large and small brill plate (20,21) is fixedly linked with described terminal pad (14) respectively up, the plate face of described large and small brill plate (20,21) is decussation and connects, and is fixed with sharp bar (22) in wammel plate bottom.
10. bidirectional helix closed extruding-enlarging aiguille as claimed in claim 7 is characterized in that: described apex point (5) is the interconnection system apex point, is provided with at a side of described interconnection system apex point or bilateral and presses the one-way cock (23) of irritating piling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100639833A CN100570122C (en) | 2007-02-15 | 2007-02-15 | Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100639833A CN100570122C (en) | 2007-02-15 | 2007-02-15 | Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101012649A true CN101012649A (en) | 2007-08-08 |
| CN100570122C CN100570122C (en) | 2009-12-16 |
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|---|---|---|---|
| CNB2007100639833A Active CN100570122C (en) | 2007-02-15 | 2007-02-15 | Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille |
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Assignee: Weihai Construction Group Co., Ltd. Assignor: China Jingye Engineering Technology Co., Ltd. Contract record no.: 2011370000523 Denomination of invention: Bidirectional helix extruding-enlarging pile construction method and bidirectional helix closed extruding-enlarging aiguille Granted publication date: 20091216 License type: Exclusive License Open date: 20070808 Record date: 20111213 |