CN2349259Y - Multi-function piling machine - Google Patents
Multi-function piling machine Download PDFInfo
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- CN2349259Y CN2349259Y CN 98241264 CN98241264U CN2349259Y CN 2349259 Y CN2349259 Y CN 2349259Y CN 98241264 CN98241264 CN 98241264 CN 98241264 U CN98241264 U CN 98241264U CN 2349259 Y CN2349259 Y CN 2349259Y
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- pivoting support
- pile
- drill body
- auger stem
- multifunction
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Abstract
The utility model relates to a multifunction piling machine, which comprises an auxiliary machine. A speed reduction box body which can move up and down along a guide rod arranged on the auxiliary machine, and an outer tooth-shaped rotating supporter arranged in the speed reduction box body. The inner ring of the rotating supporter is fixedly connected to the speed reduction box body. A main motor is respectively arranged on both sides of the speed reduction box body. The outer tooth ring of the rotating supporter is engaged with an output gear. The outer tooth ring of the rotating supporter is fixedly connected to a rotating drill body. An auger stem goes through the speed reduction box body, and the rotating supporter is sheathed in the hole of the rotating drill body. The detachable rotating drill body can be interchanged with an outer auger and an outer sleeve pipe. A corresponding interchanging sleeve and a short screw or a full auger stem arranged in the hole adopt the split multiplicity combination. The utility model has the advantages of multifunction, high equipment utilization rate, no vibration noise, and low cost.
Description
The utility model relates in a kind of ground processing does operation pore-creating filling pile pile forming machine.
At present, in ground is handled, do operation pore-creating filling pile pile forming machine and can be divided into three series substantially: the one, hammering pore-forming pile forming machine, the 2nd, hole making by vibration pile forming machine, the 3rd, auger bore pile forming machine.Hammering pore-forming pile forming machine is divided into two classes, and a class is the hammer hidden pipe pile, and it mainly is to utilize the jump bit that places cannula tip, and hammering pipe top makes sleeve pipe sinking soil compaction pore-forming, fills in material in the pipe and carries the pipe pile; Another kind ofly bombarding and sink pipe (flange gram) pile in being, mainly is to utilize the obstruction of hanging the tension weight churning pipe lower end in pipe, drives sleeve pipe soil squeezing pipe sinking pore-forming, promotes weight, fills in the pipe and expects to carry the pipe pile.The hole making by vibration pile forming machine mainly contains vibration sinking tube, vibration sinking tube inside spin, the dry method hole device pile forming machine that shakes.Vibration sinking tube and the utilization of vibration sinking tube inside spin pore-forming pile forming machine place the exciting force of the vertical motion hammer of cannula tip, soil compaction or utilize built-in long spiral casting, sinking casing pipe hole forming.Vibration sinking tube is that the pipe pile is carried in the filler vibration, and the vibration sinking tube inside spin then is to propose inside spin, and the pipe pile is carried in perfusion.Dry method hole making by vibration device is with horizontal vibration soil compaction pore-forming, mentions the dried device perfusion pile that shakes.Spiral pore-forming pile forming machine mainly contains the auger boring pile, end pile forming machine, screw shell pore-forming pile forming machine, bore pressuring injection moulding perfusion pile forming machine, short spiral pore-forming pile forming machine are expanded in boring.Above-mentioned auger boring pile forming machine, can be divided into have sleeve pipe with uncased.No casing pipe hole forming pile forming machine adopts long screw auger pore-forming perfusion pile.The auger that sleeve pipe is arranged, domestic is to adopt sleeve pipe static(al) pressurization immersed tube or vibration sinking tube.External hydraulic power, the revoling tube of adopting sinks in the soil, sees wide spring literary composition of week " construction technology " in September, 1996 " tube-sinking cast-in-situ pile new development-squeeze native tube-sinking cast-in-situ pile " for details.Short spiral pore-forming pile forming machine is that short spiral subsection creeps into casting, sleeve pipe follow-up retaining wall, and filler is carried the pipe pile.Bore pressuring injection moulding perfusion pile forming machine utilizes auger to creep into casting to projected depth, pumps pressure injection limit, concrete limit by supporting delivery pump by the drilling rod bottom and carries and be drilled to stake.
Above-mentioned pile facility all have shortcoming separately on piling technique.Hammering hole making by vibration pile forming machine, its distinct disadvantage is that vibration, noise pollution are arranged, domestic screw shell pore-forming pile forming machine is to adopt sleeve pipe is applied the static(al) immersed tube, and it is big that sleeve pipe vertically is pressed into the soil layer resistance, and vibration sinking tube auger pile forming machine still has vibration and noise pollution; The effective hydraulic-driven of external rotary sleeve, the equipment maintenance cost height; Bore pressuring injection moulding perfusion pile forming machine need be supporting by the high concrete pump of cost, pumping equipment technical requirements height, and energy consumption is big.And above-mentioned facility are single pile facility, fail to carry out process combination, and utilization rate of equipment and installations is low.
The purpose of this utility model is to overcome the deficiency of above-mentioned prior art, and a kind of work friction noise is provided, and cost is low, and the multifunction pile-formation machine of a tractor serves several purposes.
The purpose of this utility model realizes by following technical proposals:
Multifunction pile-formation machine has secondary machine, drive auxiliary-motor and the reducer that moves up and down along the guide rod on the secondary machine by the hoisting mechanism on the secondary machine, the auger stem of auxiliary-motor driven rotary, its technical scheme is to have below the auxiliary-motor by the hoisting mechanism on the secondary machine to drive the deceleration box that moves up and down along the guide rod on the secondary machine, be provided with the external tooth type pivoting support in this deceleration box, described pivoting support inner ring and deceleration box are affixed, the deceleration box both sides are equipped with main motor respectively, reducer, the pivoting support external toothing is meshed with the output gear of two side speed reducers, pivoting support external toothing and the rotation drill body Joint of being located at below it that has a plurality of charging apertures, auger stem passes deceleration box, pivoting support is inserted in the rotary drilling body opening.
In the technique scheme pivoting support external toothing and below it between the affixed rotation drill body for removably connecting.The rotation drill body is that auger stem is that section has the short auger stem that revolves the twist bit leaf at the bottom of having only the body of rod by the external spiral brill of pivoting support external toothing driven rotary, and its auger leaf rotation direction is opposite with the brill leaf rotation direction that this external spiral bores.The rotation drill body also can be the outer tube by pivoting support external toothing driven rotary, and auger stem is a wheel twist bit bar.The rotation drill body also can be the outer tube by pivoting support external toothing driven rotary, and auger stem is that section has the short auger stem that revolves the twist bit leaf at the bottom of having only the body of rod.
The purpose of this utility model can also realize by following technical proposals:
Multifunction pile-formation machine has secondary machine, drive the hammer stem that moves up and down by the hoisting mechanism on the secondary machine, its technical scheme is to be driven in the deceleration box that moves up and down along the guide rod on the secondary machine by the hoisting mechanism on the secondary machine to be provided with the external tooth type pivoting support, described pivoting support inner ring and deceleration box are affixed, the deceleration box both sides are equipped with main motor respectively, reducer, the pivoting support external toothing is meshed with the output gear of two side speed reducers, pivoting support external toothing and the rotation drill body Joint of being located at below it that has a plurality of charging apertures, hammer stem passes deceleration box, pivoting support is inserted in the rotary drilling body opening.
In the technique scheme pivoting support external toothing and below it between the affixed rotation drill body for removably connecting.The rotation drill body is that hammer stem is the hammer stem that the bottom has tup by the external spiral brill of pivoting support external toothing driven rotary.The rotation drill body also can be the outer tube by pivoting support external toothing driven rotary, and hammer stem is the hammer stem that the bottom has tup.
Compared with the prior art, the utlity model has following advantage:
1. the utility model adopts pivoting support as the pile forming machine transmission mechanism, and the pivoting support external tooth is meshed with output gear on two side speed reducers, by the rotation of motor-driven pivoting support outer ring, thereby drives coupled rotation drill body rotation.Like this, pivoting support can slow down and can drive following rotary drilling body running.This is simple in structure, power transmission is reliable, and is applied widely, and the standardization level height is easy to maintenance, the work friction, and noiselessness pollutes, and has improved efficient, has reduced cost.
2. the mesopore that pivoting support is bigger is that split pore-forming pile facility combine, the common multifunction pile-formation machine that constitutes brill, hammer, extruding has been created advantage, to bore with affixed rotation drill body of pivoting support external toothing such as external spiral, outer tube exchanges, corresponding exchange is placed in the short auger stem in its hole, full auger stem and hammer stem, adopt the various combination of split, realize a tractor serves several purposes, improved utilization rate of equipment and installations and compliance.
The utility model is further set forth its remarkable result by following illustration:
Illustration one: the utility model adopts the outer tube retaining wall pore-forming pile that combines with auger stem entirely, compare with employing hammering vibration and static(al) pressurization immersed tube retaining wall pore-forming pile, the former has overcome vibration, noise pollution problem, has reduced the resistance between the outer tube and the soil body, has reduced energy consumption.
Illustration two: Xinji City, Hebei province engineering, foundation soil are saturated fine sand layer, and boring native pore-forming with traditional long screw auger can't pile because of plug-hole, changes the method for banketing of changing into, but too dark because of soft layer, digs to two meters, see that mud has to use the tabia backfill.Adopt this multifunction pile-formation machine at last,, finish ground smoothly and handle with outer tube, the interior full auger stem fluid concrete pile that combines.
Illustration three: positive definite middle school, Hebei province residential building foundation soil is loose sand and the saturated soft mucky soil of moulding, with traditional immersed tube and auger disturb residents because of vibration and can't pore-forming, can't implement, adopt this multifunction pile-formation machine with the pour concrete pile that combines of full auger stem in the outer tube, solve engineering roadblock smoothly.
The utility model is described in further detail below in conjunction with embodiment:
Fig. 1, Fig. 2 are respectively in the utility model that the rotation drill body is that external spiral bores, auger stem is the front view and the left view of short auger stem.
Fig. 3 is the structural representation of external tooth type pivoting support transmission in the utility model.
It is that outer tube, auger stem are the front view and the left view of full auger stem that Fig. 4, Fig. 5 are respectively in the utility model the rotation drill body.
It is outer tube, auger stem front view and the left view for short auger stem that Fig. 6, Fig. 7 are respectively in the utility model the rotation drill body.
Fig. 8, Fig. 9 are respectively in the utility model that the rotation drill body is that external spiral bores, hammer stem is the front view and the left view of the hammer stem of bottom with tup.
It is that outer tube, hammer stem are the front view and the left view of the hammer stem of bottom with tup that Figure 10, Figure 11 are respectively in the utility model the rotation drill body.
As Fig. 1, Fig. 2, shown in Figure 3, secondary machine 7 of the present utility model is for crawler type, walking or roll tubular type, and they are the commercially available prod.Drive the auxiliary-motor and the reducer that move up and down along the guide rod 7a on the secondary machine by the hoisting mechanism on the secondary machine 6 and drive the auger stem rotation, have below the auxiliary-motor 1 by the hoisting mechanism on the secondary machine and drive the deceleration box 3 that moves up and down along the guide rod 7a on the secondary machine, be provided with the external tooth type pivoting support in this deceleration box 3, described pivoting support inner ring 12 is affixed by bolt 11 and deceleration box 3, both sides, deceleration box 3 upper end be equipped with respectively main motor 2 and 2 ', reducer 8 and 8 ', pivoting support external toothing 13 and two side speed reducers 8 and 8 ' output gear 9 be meshed, pivoting support external toothing 13 and be located between the rotation drill body 4 that has a plurality of charging apertures below it affixedly by bolt 10, the two is for removably connecting.Auger stem 5 passes deceleration box 3, pivoting support is inserted in rotation drill body 4 holes.Rotation drill body 4 is by the external spiral brill 4a of pivoting support external toothing driven rotary, has 4 charging aperture 4ab on it.Auger stem 5 has the short auger stem 5a that revolves the twist bit leaf for section at the bottom of having only the body of rod, and its auger leaf 5aa rotation direction is opposite with the brill leaf 4aa rotation direction that this external spiral bores.Reverse short spiral shutoff is set in the external spiral boring (drilling pipe) bores core pipe bottom screw-in foundation soil China and foreign countries' casting pore-forming outward to projected depth, short spiral spinning fluid concrete, brill is carried on fluid concrete limit, limit.It adapts at sand and has in the phreatic silt soil strata exempts from the pile that shakes.As Fig. 4, shown in Figure 5, rotation drill body 4 is the outer tube 4b by pivoting support external toothing driven rotary, has 4 casting charging aperture 4ba on it.Auger stem 5 is wheel twist bit bar 5b, and its auger leaf is 5ba.Full auger screws in casting pore-forming in the foundation soil in the outer tube like this, outer tube in the same way or reverse rotation follow-up, reach desired depth, mention full auger stem, can insert reinforcing cage, open outer tube sidewall charging aperture 4ba (perfusion door leaf), fluid concrete, carry outer tube while pouring into a mould, push up until stake.It adapts to pile in sand and silt soil strata are arranged, and can prevent broken pile.In the outer tube rotation incision soil, reliable operation, resistance is little, noiselessness, friction.As Fig. 6, shown in Figure 7, rotation drill body 4 is the outer tube 4b by pivoting support external toothing driven rotary, has 4 casting charging aperture 4ba on it.Auger stem 5 has the short auger stem 5a that revolves twist bit leaf 5aa for section at the bottom of having only the body of rod.Outer tube is the sleeve pipe of upper and lower opening, the short auger stem shutoff outer sleeve bottom in it.Be one with outer tube with short auger lever lock during pore-forming, pressurization, rotary sleeve pipe, soil compaction pore-forming are to projected depth, and the short spiral of counter-rotating is released the soil plug, the limit pour concrete, and limit spinning is mentioned the outer tube pile.Also can mention short spiral, hang reinforcing bar after, the pipe pile is carried in pour concrete rotation.It has been adapted to assorted soil, mucky soil, the following soil layer of groundwater table.
As Fig. 8, Fig. 9, shown in Figure 3, this multifunction pile-formation machine saves auxiliary-motor, driving hammer stem 14 by the hoisting mechanism on the secondary machine 76 moves up and down, drive in the deceleration box 3 that moves up and down along the guide rod 7a on the secondary machine by the hoisting mechanism on the secondary machine and to be provided with the external tooth type pivoting support, its structure and running part are with above-mentioned multifunction pile-formation machine, and hammer stem 14 passes deceleration box 3, pivoting support is inserted in rotation drill body 4 holes.Rotation drill body 4 is by the external spiral brill 4a of pivoting support external toothing driven rotary, has 4 charging aperture 4ab on it.Hammer stem 14 has the hammer stem of tup 14a for the bottom.External spiral bores and is the full auger of upper and lower opening, and its auger leaf is 4aa, and the hammer stem that hangs in the hole is a cylinder bodily form hammer body, and hammer tip is an apex point.During pore-forming external spiral bore with the hole in the weight lock screw in casting pore-forming in the foundation soil jointly for one, to desired depth, mention weight, in the hole, inject concrete, at the bottom of the hammering stake of dropping hammer, the formation enlarged footing; Then, the limit is carried external spiral and is bored, and the limit fluid concrete pushes up until stake.Being adapted to bottom has good bearing stratum, and topsoil is powder fine sand and silt soil strata.Both can avoid forming broken pile, and can be stake again bigger bearing capacity is provided.As Figure 10, shown in Figure 11, rotation drill body 4 is the outer tube 4b by pivoting support external toothing driven rotary, has 4 casting charging aperture 4ba on it.Hammer stem 14 has the hammer stem of tup 14a for the bottom.Outer tube is the sleeve pipe of upper and lower opening, and the hammer stem of interior cover is long hammer body.During pore-forming sash weight and outer tube lock is the one pressurization, the rotary sleeve pipe is squeezed into pore-forming to projected depth, carries the hammer filler, rams with hammer and expands into the major part stake, proposes hammer perfusion rotation and carries and managing or segmentation filler weight pressure is hit pile.It has been adapted to assorted soil, mucky soil, the following soil layer of groundwater table.
Claims (5)
1. multifunction pile-formation machine, has secondary machine, drive auxiliary-motor and the reducer that moves up and down along the guide rod on the secondary machine by the hoisting mechanism on the secondary machine, the auger stem of auxiliary-motor driven rotary, it is characterized in that having the deceleration box (3) that moves up and down along the guide rod on the secondary machine (7a) by the drive of the hoisting mechanism on the secondary machine below auxiliary-motor and the reducer (1), this deceleration box is provided with the external tooth type pivoting support in (3), described pivoting support inner ring (12) is affixed with deceleration box (3), deceleration box (3) both sides are equipped with main motor (2 respectively, 2 '), reducer (8,8 '), pivoting support external toothing (13) and two side speed reducers (8,8 ') output gear (9) be meshed, pivoting support external toothing (13) and rotation drill body (4) Joint of being located at below it that has a plurality of charging apertures, auger stem (5) passes deceleration box (3), pivoting support is inserted in rotation drill body (4) hole.
2. multifunction pile-formation machine according to claim 1, it is characterized in that pivoting support external toothing (13) and below it between the affixed rotation drill body (4) for removably connecting.
3. multifunction pile-formation machine according to claim 1 and 2, it is characterized in that rotating drill body (4) and bore (4a) for external spiral by pivoting support external toothing driven rotary, auger stem (5) has the short auger stem (5a) that revolves the twist bit leaf for section at the bottom of having only the body of rod, and its auger leaf rotation direction is opposite with the brill leaf rotation direction that this external spiral bores.
4. multifunction pile-formation machine according to claim 1 and 2 is characterized in that rotating drill body (4) and is the outer tube (4b) by pivoting support external toothing driven rotary, and auger stem (5) is a wheel twist bit bar (5b).
5. multifunction pile-formation machine according to claim 1 and 2 is characterized in that rotating drill body (4) and is the outer tube (4b) by pivoting support external toothing driven rotary, and auger stem (5) has the short auger stem (5a) that revolves the twist bit leaf for section at the bottom of having only the body of rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98241264 CN2349259Y (en) | 1998-10-14 | 1998-10-14 | Multi-function piling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98241264 CN2349259Y (en) | 1998-10-14 | 1998-10-14 | Multi-function piling machine |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99215865 Division CN2384989Y (en) | 1999-07-07 | 1999-07-07 | Multifunctional pile-forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2349259Y true CN2349259Y (en) | 1999-11-17 |
Family
ID=33988056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98241264 Expired - Fee Related CN2349259Y (en) | 1998-10-14 | 1998-10-14 | Multi-function piling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2349259Y (en) |
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1998
- 1998-10-14 CN CN 98241264 patent/CN2349259Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |