CN101220591A - Bottom expanding equipment of pipe sank prefabricated steel concrete bottom expansion pile - Google Patents
Bottom expanding equipment of pipe sank prefabricated steel concrete bottom expansion pile Download PDFInfo
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- CN101220591A CN101220591A CNA2008100044409A CN200810004440A CN101220591A CN 101220591 A CN101220591 A CN 101220591A CN A2008100044409 A CNA2008100044409 A CN A2008100044409A CN 200810004440 A CN200810004440 A CN 200810004440A CN 101220591 A CN101220591 A CN 101220591A
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- prefabricated steel
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Abstract
The invention discloses an enlarged toe pile device in foundation construction, in particular to a bellout device of immersed tube precast reinforced concrete enlarged toe pile. The invention consists of a machine stand which is located with an immersed tube, a power supply, a drive mechanism which is connected with the power supply and a cutting tool rest which can be stretched and closed and is driven by the drive mechanism. Compared with the prior art, as the invention adopts the technical measures that an upper horizontal locating pin, a lower locating iron foot, a square shape of the upper section of a middle shaft and the lower section of a screw rod which are matched with an upper shaft sleeve and a lower shaft sleeve respectively, and the middle shaft is decreased to excavate soil vertically, is uplifted to excavate soil by the way of enlarging base and is reversed to crush soil, the invention has the advantages of having high accuracy which is proved by a test, ensuring good concentricity of the pile body and the enlarged toe pile base, and obviously raising the bearing ability of a single pile, and the shape of an enlarged toe pipe base meets the demand of standards; besides, the invention can be operated simply and controlled easily and also can reduce the cost of foundation work. Simultaneously, enlarging base to excavate soil and crashing soil are finished at the same time, thus improving the efficiency and the quality of foundation work.
Description
The application is that application number 200510047840.4, November 28 2005 applying date, invention and created name are the dividing an application of bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile.
Technical field
The present invention relates to a kind of bottom-expanding equipment of foundation construction expanded bore pile equipment, particularly a kind of pipe sinking prefabricated steel concrete club-footed pile, is that pipe sinking prefabricated steel concrete club-footed pile expands the preferred unit of cutting the earth and pulverizing the soil body in the end.
Background technology
Fast development along with builing industry, the high buildings and large mansions of each big and medium-sized cities stand in great numbers and are seen everywhere, high-rise building requires also increasing to its basic supporting capacity, often adopt expanded bore pile with the distribution density that reduces foundation pile with reduce cost in order to increase single pile bearing capacity, expand end shoveling equipment arises at the historic moment thereupon, yet however, shoveling equipment all is not suitable for the shoveling needs that immersed tube prefabricated steel concrete expands the end at the bottom of the expansion in the past, because equipment is not to be positioned on the immersed tube, but be placed on the soil body of bottom, its poor accuracy, effect and control ability are low, are subjected to certain limitation so it is applied.
Summary of the invention
The present invention is directed to the problem that above-mentioned prior art exists, provide a kind of positional accuracy good, control well, single pile bearing capacity is strong, the bottom-expanding equipment that reduces a stake distribution density, reduces cost and be suitable for pipe sinking prefabricated steel concrete club-footed pile expansion end shoveling and pulverize the pipe sinking prefabricated steel concrete club-footed pile of soil.
The present invention realizes that the purpose technical scheme is: a kind of bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile, and it can open and the cutter saddle of gathering is formed by driving with the frame of immersed tube location, power source, the transmission mechanism that is connected with power source, by transmission mechanism; Wherein transmission mechanism comprises that an end links to each other with power source, the power rail that the other end links to each other with Upper shaft sleeve, first gear that is installed in the Upper shaft sleeve bottom is meshed with the pinion of being located at the gear shaft upper end, the pinion of this lower end is meshed with second gear on the axis, the lower end of axis is passed frame, lower fixed disk, knife rest cross bar successively and is linked to each other with the upper end of vertical cut cutter, its cross section is circular upper part and square lower part or scarce limit circle, and the knife rest cross bar is sleeved on the axis, and Lower shaft sleeve is fixedlyed connected with the knife rest cross bar; Wherein cutter saddle comprises the knife rest cross bar of fixedlying connected with Lower shaft sleeve the top, and its two ends are hinged with an end that expands the undercutting sharpener, and an end of support link is hinged with the middle part of expanding the undercutting sharpener, and the other end is hinged on the both sides on vertical cut cutter top; The upper and lower side of frame is upper and lower fixed disk, and by fusing each other along circumferential uniform column, column also is provided with two reinforcement fixed heads therebetween at least between the two.
Described axis epimere is a screw rod, and the projection by the both sides, upper end puts in the corresponding slideway in the Upper shaft sleeve, and the hypomere cross section is square or lacks that the limit is circular matches with its Lower shaft sleeve outward of suit.
Described axis is provided with defining flange on the position of the following certain distance of knife rest cross bar.
Described going up in the fixed disk along circumferentially uniform is provided with the horizontal location pin that three afterbodys have spring at least.
In the described lower fixed disk both sides be arranged with immersed tube in the alignment pin that is complementary of locating slot, the inner of its pin is provided with spring, on spacer pin is arranged, the outer end is provided with the iron pin on band inclined-plane, top; Lower fixed disk is inherent to be vertical centre with alignment pin and radially to be provided with the horizontal pin that can put in the draw-in groove on the Lower shaft sleeve perisporium, and afterbody is provided with spring with screw, and is provided with the handle of pulling out horizontal pin on horizontal pin.
Pyramidal metal closures of round platform of the upper end suit of described Upper shaft sleeve, place on the centre of fixed disk, the bottom is provided with the spring of support, and the lower end of Upper shaft sleeve is provided with rolling bearing, and the projection that its interior axially both sides are provided with slideway and both sides, axis upper end is complementary.
Advantage of the present invention and effect are as follows:
The present invention compared with prior art, because adopted last horizontal location pin, down detent rail pin, axis epimere screw rod hypomere are squarely to cooperate with last Lower shaft sleeve is organic respectively, axis descends and vertically cuts the earth, and cut the earth in the expansion end of rising, a series of technical measures such as hack of reversing, and it is good through the evidence positional accuracy, guarantee pile body and expanded bore pile base good concentricity, obviously improve single pile bearing capacity, expanded bore pile seat shape meets standard-required, easy control easy and simple to handle reduces the Foundation Design cost; Expand simultaneously to cut the earth in the end and pulverize the soil body and finish simultaneously, raise the efficiency and the Foundation Design quality.Bottom-expanding equipment compact conformation of the present invention, can be used with immersed tube, automatic and mechanical degree height, it is good to expand the substrate amount, the precision height, work progress is safe and reliable, and is simple to operation, and the controlled ability of equipment is strong, soil body good crushing effect.
Below in conjunction with the drawings and specific embodiments the present invention is described in further details.
Description of drawings
Fig. 1 is a main TV structure schematic diagram of the present invention.
Fig. 2 is the A-A sectional structure schematic diagram of Fig. 1.
Fig. 3 is the B-B sectional structure schematic diagram of Fig. 1.
Fig. 4 is the partial enlarged drawing of axis, last lower shaft, gear drive part.
Among the figure 2, the iron pin; 3, alignment pin; 4, overcoat; 5, draw-in groove; 6, column; 7, gear shaft; 8, gear; 9, pinion; 11, metal closures; 12, gear; 13, pinion; 14, Upper shaft sleeve; 15, spring; 17, power rail; 18, horizontal location pin; 19, go up fixed disk; 21, Lower shaft sleeve; 22, support link; 23, axis; 24, vertical cut cutter; 25, expand the undercutting sharpener; 27, spring; 29, horizontal pin; 30, spring; 31, screw; 32, spacer pin; 33, lower fixed disk; 34, spring; 41,42, strengthen fixed head; 50, knife rest cross bar; 52, defining flange.
The specific embodiment
Embodiments of the invention are described in detail in conjunction with the accompanying drawings, but protection scope of the present invention is not limit by embodiment.
Embodiment one: as shown in Figure 1 be main TV structure schematic diagram of the present invention.The last fixed disk 19 of frame and lower fixed disk 33, between the two by it being fused along circumferentially uniform four or two or eight or more root posts 6, top, the middle part also is provided with at least two reinforcement fixed heads 41,42, be the upper end that the pyramidal metal closures 11 of round platform is set in Upper shaft sleeve 14, and place the center of fixed disk 19, bottom is provided with support spring 15, the power rail 17 that the upper end of Upper shaft sleeve 14 links to each other with power source links to each other, the lower end of Upper shaft sleeve 14 places on the lower plywood of strengthening fixed head 41, its outer rolling bearing that is provided with, the upper end that gear 12 is installed in the bottom axis 23 of Upper shaft sleeve puts in the Upper shaft sleeve 14 and the projection on both sides, upper end is entered in the corresponding slideway of Upper shaft sleeve, the upper semisection of axis 23 is a screw rod, the lower semisection cross section is a square or scarce limit circle, Lower shaft sleeve 21 is sleeved on the Lower Half of axis 23, overcoat 4 is sleeved on Lower shaft sleeve 21 outsides, the lower end of axis 23 is passed the lower fixed disk 33 of frame in turn, knife rest cross bar 50 links to each other with vertical cut cutter 24 upper ends, the lower fixed disk 33 that frame is passed in the lower end of Lower shaft sleeve 21 is fixedlyed connected with knife rest cross bar 50, the two ends of knife rest cross bar 50 are hinged with an end that expands undercutting sharpener 25, one end of support link 22 is hinged with the middle part of expanding undercutting sharpener 25, and the both sides, top of the other end and vertical cut cutter 24 are hinged; The described gear 12 that is installed in Upper shaft sleeve 14 bottoms is meshed with the pinion 9 of gear shaft 7 upper ends, and the pinion 13 of coaxial lower end is meshed with internal thread gear 8 on the axis 23; The described fixed disk 19 interior edges of going up circumferentially are laid with four horizontal location pins 18, and the outer end is exposed the side face tail end and is provided with spring 34; The both sides of described lower fixed disk 33 are arranged with the alignment pin 3 that can be complementary with immersed tube bottom locating slot, and the inner of its pin is provided with spring 27, on spacer pin 32 is arranged, the outer end is provided with the iron pin 2 on band inclined-plane, top, to be provided with three be that effect is better to iron pin 2 for equidistant.And radially being provided with the horizontal pin 29 that can put in the draw-in groove 5 wide on Lower shaft sleeve 21 perisporiums being vertical central part with it, afterbody has spring 30 with screw 31 location, also is provided with the handle that it is pulled out on the horizontal pin 29.Described axis 23 is provided with defining flange 52 at the position of knife rest cross bar 50 following certain distances.Defining flange 52 is two flanges, is fixed in the both sides of axis 23.The circle flange that defining flange 52 also can be provided with for the excircle of Yanzhong axle 23.Distance between defining flange 52 and the knife rest cross bar 50 is provided with according to requirement of engineering, and defining flange 52 should guarantee to expand undercutting sharpener 25 and spend less than 45 with the angle of axis 23.The power source of present device is the motor that can change anyway.
When equipment of the present invention uses, power rail 17 is mentioned, equipment is aimed at the immersed tube mouth, and the mark that iron pin 2 is aimed on the immersed tube mouth, this mark is to aim at the immersed tube locating slot at bottom, afterwards equipment is put into immersed tube, this moment, spring 27 was compressed, and iron pin 2 presses closer the immersed tube inwall and slides downwards, directly enters the channel opening place, slip in the groove, iron pin 2 is positioned fixing.This moment, its total weight was depressed metal closures 11, and four horizontal location pins 18 are pushed outwards to be gone out, and presses closer the immersed tube inwall, and the equipment upper end is also fixedly positioning.When the power rail 17 of machining this moment turns clockwise, gear 8 puts in axis 23 downwards, vertical cut cutter 24 clockwise rotates vertically thereupon the bottom pan soil is reamed, and stops automatically after dark when reaching mark, and this moment, horizontal pin 29 stretched in the draw-in groove 5 on Lower shaft sleeve 21 perisporiums; Power rail 17 rotates counterclockwise, axis 23 begins to promote, support link 22 with outside open when will expand undercutting sharpener 25 and get out pan soil reamed, reach the design base diameter, be after power rail 17 reaches the regulation rotating speed, expand end shoveling and finish that the defining flange 52 of axis 23 lower ends contacts with knife rest cross bar 50 and stops to open at this moment, power rail 17 is rotated further a few, because the draw-in groove 5 on the Lower shaft sleeve 21 has suitable width, after a bit of distance of whole knife rest vertical-lift, stop after promptly arriving the regulation revolution, then power rail 17 counter-rotatings, the knife rest rotation is drawn in, and its gathering process is pulverized the soil body, certainly does so repeatedly, enough pulverized until the soil body, after action was finished, power rail 17 promoted, and horizontal location pin 18 moves to the center, bundle is removed in the upper end, iron pin 2 skids off in groove, and equipment is hung out ground, with handle horizontal pin 29 is pulled out draw-in groove 5, knife rest recovers the original shape that draws in, prepares to cut the earth next time.
Embodiment two: embodiment one described transmission mechanism also can adopt following structure: comprise that an end links to each other with power source, the power rail that the other end links to each other with Upper shaft sleeve 14, the gear 12 that is installed in Upper shaft sleeve 14 bottoms is meshed with the pinion 9 of being located at gear shaft 7 upper ends, the pinion 13 of this lower end is meshed with gear 8 on the axis 23, the lower end of axis 23 is passed frame successively, lower fixed disk 33, knife rest cross bar 50 links to each other with the upper end of vertical cut cutter 24, its cross section is circular upper part and square lower part or scarce limit circle, knife rest cross bar 50 is sleeved on the axis 23, and Lower shaft sleeve 21 is fixedlyed connected with knife rest cross bar 50.Just drive knife rest cross bar 50 with axis 23, knife rest cross bar 50 is driving Lower shaft sleeve 21.Other structure is with embodiment one.
Embodiment three: the gear shaft 7 described in embodiment one and the embodiment two, gear 8, gear 12 and pinion 13 can be substituted by a fixing gear 8, and gear 8 is threaded with axis 23, and other structure is with embodiment one.
Embodiment four: by column 6 it is fused between last fixed disk 19 described in the embodiment one and the lower fixed disk 33, column 6 wherein can be substituted by the rounded cylindrical shell body, and other is with embodiment one.
Transmission mechanism of the present invention can be used with the frame of other bottom-expanding equipment, and frame of the present invention also can be used with the transmission mechanism of other bottom-expanding equipment.
Claims (6)
1. the bottom-expanding equipment of a pipe sinking prefabricated steel concrete club-footed pile is characterized in that it can open and the cutter saddle of gathering is formed by driving with the frame of immersed tube location, power source, the transmission mechanism that is connected with power source, by transmission mechanism; Wherein transmission mechanism comprises that an end links to each other with power source, the power rail that the other end links to each other with Upper shaft sleeve (14), first gear (12) that is installed in Upper shaft sleeve (14) bottom is meshed with the pinion (9) of being located at gear shaft (7) upper end, the pinion of this lower end (13) is meshed with second gear (12) on the axis (23), the lower end of axis (23) is passed frame successively, lower fixed disk (33), knife rest cross bar (50) links to each other with the upper end of vertical cut cutter (24), its cross section is circular upper part and square lower part or scarce limit circle, knife rest cross bar (50) is sleeved on the axis (23), and Lower shaft sleeve (21) is fixedlyed connected with knife rest cross bar (50); Wherein cutter saddle comprises the knife rest cross bar of fixedlying connected with Lower shaft sleeve (21) in the top (50), its two ends are hinged with an end that expands undercutting sharpener (25), one end of support link (22) is hinged with the middle part of expanding undercutting sharpener (25), and the other end is hinged on the both sides on vertical cut cutter (24) top; The upper and lower side of frame is upper and lower fixed disk (19,33), and by fusing each other along circumferential uniform column (6), column (6) also is provided with two reinforcement fixed heads (41,42) therebetween at least between the two.
2. the bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile according to claim 1, it is characterized in that described axis (23) epimere is a screw rod, and the projection by the both sides, upper end puts in the corresponding slideway in the Upper shaft sleeve (14), and the hypomere cross section is square or lacks that the limit is circular matches with its Lower shaft sleeve outward of suit.
3. the bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile according to claim 1 and 2 is characterized in that described axis (23) is provided with defining flange (52) on the position of the following certain distance of knife rest cross bar (50).
4. the bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile according to claim 1 is characterized in that described going up in the fixed disk (19) along circumferentially uniform is provided with the horizontal location pin (18) that three afterbodys have spring at least.
5. the bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile according to claim 1, it is characterized in that the interior both sides of described lower fixed disk (33) be arranged with immersed tube in the alignment pin (3) that is complementary of locating slot, the inner of its pin is provided with spring (27), on spacer pin (32) is arranged, the outer end is provided with the iron pin (2) on band inclined-plane, top; Lower fixed disk (33) is inherent to be vertical centre with alignment pin (3) and radially to be provided with the horizontal pin (29) that can put in the draw-in groove on Lower shaft sleeve (21) perisporium, it is fixing with screw (31) that afterbody is provided with spring (30), and be provided with the handle of pulling out horizontal pin (29) on horizontal pin (29).
6. the bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile according to claim 1, a pyramidal metal closures of round platform of upper end suit (11) that it is characterized in that described Upper shaft sleeve (14), place on the centre of fixed disk (19), the bottom is provided with the spring (15) of support, the lower end of Upper shaft sleeve (14) is provided with rolling bearing, and the projection that its interior axially both sides are provided with slideway and both sides, axis (23) upper end is complementary.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100044409A CN100570073C (en) | 2005-11-28 | 2005-11-28 | The bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2008100044409A CN100570073C (en) | 2005-11-28 | 2005-11-28 | The bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100478404A Division CN100395414C (en) | 2005-11-28 | 2005-11-28 | Bottom-expanding equipment for pipeline sinking precast reinforced concrete pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101220591A true CN101220591A (en) | 2008-07-16 |
| CN100570073C CN100570073C (en) | 2009-12-16 |
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ID=39630640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2008100044409A Expired - Fee Related CN100570073C (en) | 2005-11-28 | 2005-11-28 | The bottom-expanding equipment of pipe sinking prefabricated steel concrete club-footed pile |
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| Country | Link |
|---|---|
| CN (1) | CN100570073C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619223A (en) * | 2012-04-09 | 2012-08-01 | 浙江大学城市学院 | Binding-enhanced type rigid and soft combined pile and construction method |
| CN108360509A (en) * | 2018-05-02 | 2018-08-03 | 金陵科技学院 | A kind of shock-absorbing type uplift pile with ribbing of assembled and its construction method |
| CN109367075A (en) * | 2018-10-10 | 2019-02-22 | 株洲时代新材料科技股份有限公司 | A kind of wind electricity blade blade root anti-shrinkage device and application method |
| CN109667544A (en) * | 2018-12-27 | 2019-04-23 | 中国水利水电科学研究院 | A kind of rock body drilled reamer and expanding method |
-
2005
- 2005-11-28 CN CNB2008100044409A patent/CN100570073C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619223A (en) * | 2012-04-09 | 2012-08-01 | 浙江大学城市学院 | Binding-enhanced type rigid and soft combined pile and construction method |
| CN102619223B (en) * | 2012-04-09 | 2014-11-05 | 浙江大学城市学院 | Binding-enhanced type rigid and soft combined pile and construction method |
| CN108360509A (en) * | 2018-05-02 | 2018-08-03 | 金陵科技学院 | A kind of shock-absorbing type uplift pile with ribbing of assembled and its construction method |
| CN108360509B (en) * | 2018-05-02 | 2023-10-10 | 新疆川涛建设工程有限公司 | Assembled ribbed damping type uplift pile and construction method thereof |
| CN109367075A (en) * | 2018-10-10 | 2019-02-22 | 株洲时代新材料科技股份有限公司 | A kind of wind electricity blade blade root anti-shrinkage device and application method |
| CN109367075B (en) * | 2018-10-10 | 2020-11-10 | 株洲时代新材料科技股份有限公司 | Wind power blade root contraction prevention device and use method |
| CN109667544A (en) * | 2018-12-27 | 2019-04-23 | 中国水利水电科学研究院 | A kind of rock body drilled reamer and expanding method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100570073C (en) | 2009-12-16 |
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Granted publication date: 20091216 Termination date: 20131128 |