CN1290792A - Construction equipment for in-site pouring concrete pile - Google Patents
Construction equipment for in-site pouring concrete pile Download PDFInfo
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- CN1290792A CN1290792A CN 00120876 CN00120876A CN1290792A CN 1290792 A CN1290792 A CN 1290792A CN 00120876 CN00120876 CN 00120876 CN 00120876 A CN00120876 A CN 00120876A CN 1290792 A CN1290792 A CN 1290792A
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- casing
- vibrator
- guide frame
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- 238000010276 construction Methods 0.000 title claims abstract description 32
- 239000012530 fluid Substances 0.000 claims description 5
- 230000003028 elevating effect Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 230000010412 perfusion Effects 0.000 description 3
- 244000273618 Sphenoclea zeylanica Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- KQTVWCSONPJJPE-UHFFFAOYSA-N etridiazole Chemical compound CCOC1=NC(C(Cl)(Cl)Cl)=NS1 KQTVWCSONPJJPE-UHFFFAOYSA-N 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The construction equipment of the present invention can pouring high quality concrete pile in various geological conditions. It includes bottom base, vertical frame on the front part of the base supported by an inclined support on the base, hoist fixed on the base, pulley on the top of the frame and weight hung by rope extending from the hoist and wound through the pulley. By means of the motion of the weight through one protecting cylinder, the bottom of pile hole is tamped. The equipment also includes one vibrator applying vibrating force to the protecting cylinder.
Description
The present invention relates to the basic field in the civil engineering, particularly relate to the construction equipment of in-site pouring concrete pile.
In the past, for the construction of in-site pouring concrete pile, include hammering pore-forming perfusion, promptly at first with the mode of pipe casing is squeezed in the ground, inserted reinforced material to bottom, stake hole afterwards, form bearing course at pile end by hammering, promote casing then on one side, on one side concrete perfusion.The shortcoming of above-mentioned prior art is running into some soil body, and during such as silt, the soil body is bigger to the frictional force of casing external surface, thereby be difficult to this casing is sunk to prescribed depth, when running in addition, produce sometimes and suck the hammer phenomenon than the pan soil body, promptly hammer into shape be driven into its bottom along casing after, this hammer inserts in the soil body of casing bottom, produce vacuum and be difficult to extract,, increase trouble also can for construction even hammer body is extracted, such as the loss of wire rope, incur loss through delay the duration.In addition, in the construction of pile concrete, when pouring into pile concrete promoting casing, concrete is closely knit inadequately, can't guarantee the quality of pile concrete.In a word, above-mentioned existing construction equipment can not adapt to the condition of various foundation soil bodies, can not successfully carry out the construction of stake.
The object of the present invention is to provide a kind of construction equipment of in-site pouring concrete pile, it can make the construction of stake carry out smoothly, can adapt to various geological conditionss, guarantees the construction quality of stake.
The construction equipment of in-site pouring concrete pile of the present invention comprises the chassis, the perpendicular direction of the front end edge on this chassis is provided with guide frame, this guide frame is supported on the chassis by the inclination support unit, on the chassis, be fixed with main winch, top at guide frame is provided with pulley mechanism, the rope that stretches out from above-mentioned main winch is walked around above-mentioned pulley mechanism and suspended in midair weight, this weight is done elevating movement in casing inside, can realize that this equipment also comprises the vibrator that can apply vibration force to above-mentioned casing to the ramming of stake hole bottom.
In the construction equipment of above-mentioned in-site pouring concrete pile, also be provided with the casing detent mechanism, it is used to make casing align piles position, and it is crooked to prevent that casing from producing.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned vibrator comprises motor, and this motor drives eccentric block by gear drive and produces vibration.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned vibrator comprises motor, this motor drives eccentric block and produce vibration.
In above-mentioned construction equipment at above-mentioned in-site pouring concrete pile, above-mentioned vibrator comprises can make weight along the hole of passing up and down, the rope that maybe can make the suspention weight is along the hole of passing up and down, both sides in this hole are provided with a motor respectively symmetrically, its power is at 7.5～15 kilowatts, and each motor drives eccentric block by gear drive and produces vibration.
In the construction equipment of above-mentioned in-site pouring concrete pile, the both sides of above-mentioned vibrator comprise the guide that this vibrator is moved up and down on the inboard edge of above-mentioned guide frame, such as roller.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned vibrator is fixed in the casing top.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned vibrator hangs on the top of above-mentioned guide frame by another rope of walking around the pulley mechanism that is arranged on the guide frame, so that when needs vibrate, above-mentioned vibrator is hung in the top of above-mentioned casing and this casing is applied vibration force, the other end of this another rope is wound on the secondary hoist engine that is fixed on the chassis.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned vibrator is arranged in the vertical rod of above-mentioned guide frame.
In the construction equipment of above-mentioned in-site pouring concrete pile, above-mentioned casing detent mechanism comprises the casing location-plate of the front portion, bottom that is arranged at above-mentioned guide frame, its two ends are fixed with the fluid pressure type supporting leg that is fixed on the chassis respectively, offer the hole that casing is passed on this location-plate.
The advantage of the construction equipment of in-site pouring concrete pile of the present invention is hammering mode and mode of vibration combined, promptly casing is sunk to prescribed depth in the ground with vibration force and these two kinds of power of hammer force, for the softer soil body, only rely on mode of vibration that casing is sunk in the ground, and for some soil layer, such as than the pan soil body, only rely on the hammering mode that casing is sunk in the stratum, when running into powder soil horizon, in sinking to the process of casing, casing is applied vibration force, overcome the frictional force of casing external surface, and overcome end resistance by the hammering mode, because the effect of hammering is arranged in this process, so need not very big vibrational energy overcomes end resistance, on the other hand, because the effect of vibration, in the hammering process, can between the hammer body of stake end and the soil body, not produce vacuum, can not produce and suck the hammer phenomenon, consequently, the electric load of the motor in the vibrator is less, can not increase very big construction cost, vibrate lessly in addition, promptly vibrating noise is less, thereby can construct in densely populated area.In addition, in the concrete process of perfusion pile body, when promoting casing, casing is vibrated, can concrete vibrating is closely knit, voids and pits can not appear, and need not to insert vibrating spear in addition and vibrate, simplified construction, and the quality of stake is improved.
Below in conjunction with accompanying drawing, the embodiment of the construction equipment of in-site pouring concrete pile of the present invention is specifically described.
Fig. 1 is the elevation of construction equipment of the in-site pouring concrete pile of one embodiment of the present of invention;
Fig. 2 is the side view of above-mentioned construction equipment;
Fig. 3 is the partial enlarged drawing of the casing detent mechanism in the above-mentioned construction equipment;
As illustrated in fig. 1 and 2, construction equipment as the in-site pouring concrete pile of embodiments of the invention comprises chassis 7, this chassis 7 is anterior along vertically being provided with guide frame C, 7 rear portion is fixed with and puts formula main winch 3 soon on the chassis in addition, these main winch 3 back are provided with electrical control cubicles 16 and ballast pouring weight 6, main winch 3 the place aheads are provided with secondary hoist engine 4, between guide frame C and chassis 7, be connected with inclination cramp bar 2, above-mentioned guide frame C is the gate-type structure, the crossbeam 20 that it comprises two vertical poles 21 and is positioned at vertical pole 21 tops, vertical pole 21 is telescopic, it comprises the below, in this hollow stem 1 of hollow stem 1 that diameter is thicker and insertion, the bar 18 that diameter is thinner, be fixed with head pulley 8 and auxiliary pulley 15 on the crossbeam 20, the wire rope 28 that stretches out from main winch 3 is walked around this pulley 8 and is connected with elongated hammer 9 end faces, this hammer is done elevating movement in casing 13, two wire rope 22 that stretch out from secondary hoist engine 4 pass through auxiliary pulley 15, A suspends in midair with vibrator, so that realize the oscilaltion of a vibrator A, this vibrator A can be by the guide of both sides, chimeric such as roller with the guide rail that is arranged in the vertical rod 1, thereby can be along moving up and down, vibrator A can adopt multiple known type, such as adopting following form, the intermediate portion has the hole, this hole can make hammer pass through, bilateral symmetry ground in the hole is provided with the motor that is respectively arranged with 1 7.5 kilowatts, and each motor can drive a corresponding eccentric block by gear drive separately.The arranged outside on above-mentioned chassis 7 has a plurality of vertical support mechanism 14, and such as the fluid pressure type supporting leg, the bottom surface on chassis 7 is provided with rotating disk 27, and this rotating disk 27 is supported on hydraulic moving mechanism system 5.
As shown in Figure 3, the construction equipment of the in-site pouring concrete pile of embodiments of the invention also comprises casing detent mechanism B, it comprises location-plate 19, the pars intermedia of this location-plate 19 offers the hole of passing for casing 13, the two ends of location-plate 19 are fixed with fluid pressure type supporting leg 10 respectively, 10,10 fens other top portion of this fluid pressure type supporting leg are not fixed on the chassis 7.
Claims (10)
1. the construction equipment of an in-site pouring concrete pile, it comprises the chassis, the perpendicular direction of the front end edge on this chassis is provided with guide frame, this guide frame is supported on the chassis by the inclination support unit, on the chassis, be fixed with main winch, top at guide frame is provided with pulley mechanism, the rope that stretches out from above-mentioned main winch is walked around above-mentioned pulley mechanism and suspended in midair weight, this weight is done elevating movement in casing inside, can realize that this equipment also comprises the vibrator that can apply vibration force to above-mentioned casing to the ramming of stake hole bottom.
2. equipment according to claim 1 is characterized in that also being provided with the casing detent mechanism, and it is used to make casing align piles position, and it is crooked to prevent that casing from producing.
3. equipment according to claim 1 is characterized in that above-mentioned vibrator comprises motor, and this motor drives eccentric block by gear drive and produces vibration.
4. equipment according to claim 1 is characterized in that above-mentioned vibrator comprises motor, this motor drives eccentric block and produce vibration.
5. equipment according to claim 1, it is characterized in that above-mentioned vibrator comprises the hole that the weight edge is passed up and down, the rope that maybe can make the suspention weight is along the hole of passing up and down, both sides in this hole are provided with a motor respectively symmetrically, its power is at 7.5～15 kilowatts, and each motor drives eccentric block by gear drive and produces vibration.
6. equipment according to claim 1 is characterized in that the both sides of above-mentioned vibrator comprise the guide that this vibrator is moved up and down on the inboard edge of above-mentioned guide frame, and this guide is a roller.
7. equipment according to claim 1 is characterized in that above-mentioned vibrator is fixed in the casing top.
8. equipment according to claim 1, it is characterized in that above-mentioned vibrator hangs on the top of above-mentioned guide frame by another rope of walking around the pulley mechanism that is arranged on the guide frame, so that when needs vibrate, above-mentioned vibrator is hung in the top of above-mentioned casing and this casing is applied vibration force, the other end of this another rope is wound on the secondary hoist engine that is fixed on the chassis.
9. equipment according to claim 1 is characterized in that above-mentioned vibrator is arranged in the vertical rod of above-mentioned guide frame.
10. equipment according to claim 2, it is characterized in that the casing detent mechanism comprises the casing location-plate of the front portion, bottom that is arranged at above-mentioned guide frame, its two ends are fixed with the fluid pressure type supporting leg that is fixed on the chassis respectively, offer the hole that casing is passed on this location-plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00120876 CN1112486C (en) | 2000-08-04 | 2000-08-04 | Construction equipment for in-site pouring concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00120876 CN1112486C (en) | 2000-08-04 | 2000-08-04 | Construction equipment for in-site pouring concrete pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1290792A true CN1290792A (en) | 2001-04-11 |
| CN1112486C CN1112486C (en) | 2003-06-25 |
Family
ID=4588453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00120876 Expired - Lifetime CN1112486C (en) | 2000-08-04 | 2000-08-04 | Construction equipment for in-site pouring concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1112486C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831908A (en) * | 2010-05-11 | 2010-09-15 | 武汉华威建筑桩工机械有限责任公司 | Large-diameter ultra-deep static-pressure single tube immersing ramming grouting pile construction process and device |
| CN103821147A (en) * | 2014-01-11 | 2014-05-28 | 石午江 | Multifunctional mechanical hammering hole forming machine |
| CN104314078A (en) * | 2014-11-05 | 2015-01-28 | 王继忠 | Concrete pile construction equipment and construction method thereof |
| CN105264144A (en) * | 2013-04-19 | 2016-01-20 | 弗拉克图姆2012公司 | A hammering device and a method for operating a hammering device |
| CN106149480A (en) * | 2016-08-24 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | It is applicable to the straight thread stake machine without hydraulic thick sand bed geology and construction method |
| CN108678381A (en) * | 2018-06-29 | 2018-10-19 | 衡阳泰源商砼有限公司 | A kind of concrete vibration stick |
-
2000
- 2000-08-04 CN CN 00120876 patent/CN1112486C/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101831908A (en) * | 2010-05-11 | 2010-09-15 | 武汉华威建筑桩工机械有限责任公司 | Large-diameter ultra-deep static-pressure single tube immersing ramming grouting pile construction process and device |
| CN105264144A (en) * | 2013-04-19 | 2016-01-20 | 弗拉克图姆2012公司 | A hammering device and a method for operating a hammering device |
| CN103821147A (en) * | 2014-01-11 | 2014-05-28 | 石午江 | Multifunctional mechanical hammering hole forming machine |
| CN104314078A (en) * | 2014-11-05 | 2015-01-28 | 王继忠 | Concrete pile construction equipment and construction method thereof |
| CN106149480A (en) * | 2016-08-24 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | It is applicable to the straight thread stake machine without hydraulic thick sand bed geology and construction method |
| CN106149480B (en) * | 2016-08-24 | 2018-12-28 | 中铁四局集团建筑工程有限公司 | Straight rib line stake machine and construction method suitable for no hydraulic thick sand bed geology |
| CN108678381A (en) * | 2018-06-29 | 2018-10-19 | 衡阳泰源商砼有限公司 | A kind of concrete vibration stick |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1112486C (en) | 2003-06-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: BEIJING PUISSANT GEOTECHNICAL ENGINEERING CO., LTD. Assignor: Wang Jizhong Contract record no.: 2011110000108 Denomination of invention: Construction equipment for in-site pouring concrete pile Granted publication date: 20030625 License type: Exclusive License Open date: 20010411 Record date: 20110718 |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 102218 Beijing city Changping District East Town Taiping home building No. 31 Beijing possente Geotechnical Engineering Co. Ltd. Patentee after: Wang Jizhong Address before: 061001 Yang Qiuxin, Department of economics and trade, Hebei Engineering and Technical College, 70 West Central Middle Road, Hebei, Cangzhou Patentee before: Wang Jizhong |
|
| ASS | Succession or assignment of patent right |
Owner name: BEIJING PUISSANT GEOTECHNICAL ENGINEERING CO., LTD Free format text: FORMER OWNER: WANG JIZHONG Effective date: 20150104 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150104 Address after: 102218, Beijing, Changping District East small town Taiping homes, building 31 Patentee after: BEIJING PUISSANT GEOTECHNICAL ENGINEERING CO., LTD. Address before: 102218 Beijing city Changping District East Town Taiping home building No. 31 Beijing possente Geotechnical Engineering Co. Ltd. Patentee before: Wang Jizhong |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20030625 |