CN203066072U - Counter pull type impact piling machine - Google Patents
Counter pull type impact piling machine Download PDFInfo
- Publication number
- CN203066072U CN203066072U CN 201220740620 CN201220740620U CN203066072U CN 203066072 U CN203066072 U CN 203066072U CN 201220740620 CN201220740620 CN 201220740620 CN 201220740620 U CN201220740620 U CN 201220740620U CN 203066072 U CN203066072 U CN 203066072U
- Authority
- CN
- China
- Prior art keywords
- pile
- pull
- pull bar
- tension
- type impact
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Images
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a counter pull type impact piling machine. The counter pull type impact piling machine comprises an impact hammer (1), a tension and compression box (3) and an external motive power source, the external motive power source is connected with the impact hammer, and coaxial center holes for enabling a preformed pile (7) to freely pass through are formed in the impact hammer and the tension and compression box. The counter pull type impact piling machine further comprises a pile cap (5), at least two pull rods (4) and at least two sets of double inclined wedge surface pull rod clamping mechanisms, the pile cap is provided with at least two symmetrical branches, the double inclined wedge surface pull rod clamping mechanisms are in a one-to-one correspondence with the pull rods mode, and one set of pull rod clamping mechanism is disposed in each branch of the pile cap. Lower ends of the pull rods are fixedly connected with the tension and compression box, and upper ends of the pull rods penetrate through the pile cap and are adjustably connected with the pile cap through corresponding pull rod clamping mechanisms. A plurality of cone frustums (16) are disposed on the pull rods, a cushion pad (2) is sleeved on the tension and compression box, and a pile cushion (6) is arranged on a pile top. Each pull rod clamping mechanism comprises a V-shaped pin (9), an inclined wedge block (8), a connecting rod crank mechanism and an oil cylinder. Guide grooves for installing the V-shaped pins and grooves for installing the inclined wedge blocks are arranged in the pile cap, and reset springs are disposed at tail ends of the V-shaped pins. The impact hammer impacts the tension and compression box, and tension is transmitted to the pile cap through the pull rods, then the pile caps hammer the preformed pile, and then the preformed pile sinks into a rock. The height of the pull rods can be conveniently adjusted by using the double inclined wedge surface pull rod clamping mechanisms. The counter pull type impact piling machine has the advantages of being capable of improving impact energy, reducing pile frame height and protecting the pile top of the preformed pile, compact in structure and widely applicable to various pile driving occasions.
Description
Technical field
The utility model relates to a kind of impact pile sinking machine, specifically is a kind of anti-pull-type impact pile sinking machine.
Background technology
Impact the pile sinking machine utilization and impact and can produce great power pulse, it is than static piling machine compact conformation, thereby is used widely.Present impact pile sinking machine mostly adopts top paddle type mill structure, namely utilizes hydraulic pressure, steam, diesel oil equal energy source power drive piston and jump bit, makes it obtain certain speed and the stake top of hitting preformed pile.Because these energy source and powers must just can produce driving force in airtight structure, thereby the volume of jump bit and quality all be restricted, thereby cause the raising of total impact energy to be restricted.In addition, utilize the jump bit freely falling body to obtain impact velocity, though jump bit is not restricted, the pile frame height of pile sinking machine is restricting the raising of impact velocity again, wants to obtain the pile frame height that bigger impact velocity just must increase pile sinking machine.And top its jump bit of paddle type mill power pile sinking machine directly hits the stake top of preformed pile, stake is backed down split and fragmentation, destroys preformed pile.
The utility model content
At the defective that above-mentioned existing impact pile sinking machine exists, the technical problem less for the impact energy that solves pile sinking machine, that pile frame is too high, the stake top is easy to crack, the utility model provides a kind of anti-pull-type impact pile sinking machine.
Anti-pull-type impact pile sinking machine of the present utility model comprises jump bit, tension and compression case and external power supply, jump bit is positioned at the top of tension and compression case, jump bit and tension and compression case are equipped with the coaxial centre bore that passes freely through for preformed pile, external power supply is connected to drive jump bit and impacts with jump bit, it is characterized in that: also comprise a pile cover, at least two pull bars and with described pull bar at least two cover pull bar clamp mechanism one to one, pile cover is positioned at the top of jump bit, the pull bar clamp mechanism is located at the inside of pile cover, the lower end of pull bar and tension and compression case are affixed, and the upper end of pull bar is passed pile cover and is connected with the pile cover adjustable ground by corresponding pull bar clamp mechanism.
The part between jump bit and tension and compression case of described preformed pile is arranged with cushion pad.
The stake top of described preformed pile is provided with dolly.
Described pile cover has at least two branches of symmetrical distribution, is provided with the described pull bar clamp mechanism of a cover in each branch.
The top of described pull bar is installed with a plurality of up big and down small frustums.
Each branch of described pile cover is provided with a through hole that supplies corresponding pull bar to pass; In each branch, offer two uncovered in the same way horizontal parallel gathering sills in the both sides of through hole, offer in opposite directions groove in the vertical direction of two gathering sills, each groove connects with corresponding through hole and gathering sill.
The described pull bar clamp mechanism of every cover comprises: be installed in two V word pins in the described gathering sill, be slidably mounted on two tapered wedges in the described groove, be installed in two oil cylinders and two described branch in and overlap and connect the described V word pin of homonymy and the connecting rod crank mechanism of oil cylinder respectively; The front end of described V word pin links to each other with connecting rod wherein, and this connecting rod links to each other with crank again, and crank links to each other with oil cylinder again, and described crank is by hydraulic oil cylinder driving, thus the formation slider-crank mechanism.And the tail end of described V word pin is big, and front end is little, and tail end is equipped with the back-moving spring that V word pin is resetted.
Preferably, described pile cover is herringbone, cross or the pentagon of symmetry, and it has the branch of three, four or five symmetrical distributions.Accordingly, described pull bar is provided with three, four or five, is distributed on around the preformed pile, is arranged in juxtaposition with preformed pile, and described pull bar is cylindrical bar.
Described jump bit is cylindrical, and described tension and compression case is disc, preferably is foundry goods.
As seen, compared with prior art, the utlity model has following beneficial technical effects:
1. the utility model adopts pull bar and preformed pile to be arranged in juxtaposition mode, has reduced pile sinking machine pile frame height, and more the height of jump bit is improved on the highland, thereby improves impact energy.
2. the utility model adopts anti-pull-type impact structure, and jump bit is not subjected to the restriction of closed structure, can change volume and the quality of jump bit easily, effectively improves impact energy.
3. the utility model pushes up by the stake that pile cover impacts preformed pile, and jump bit does not directly impact preformed pile, has reduced shock height, is difficult for making stake to back down and splits and fragmentation.
4. the utility model adopts the clamp mechanism of diclinic wedge surface form, can make things convenient for the adjusting yoke height, can be suitable for the preformed pile of all lengths and different construction plants.
In sum, the utility model can improve impact energy effectively, reduces the pile frame height, be difficult for smashing preformed pile, and compact conformation, and drawbar height can be regulated, and can be widely applicable for various piling pile sinking occasions.
Description of drawings
Fig. 1 is the structure front elevational schematic of anti-pull-type impact pile sinking machine of the present utility model;
Fig. 2 is the A-A cross sectional view of pile cover of the present utility model;
Fig. 3 is the perspective diagram of anti-pull-type impact pile sinking machine of the present utility model.
Among the figure: 1-jump bit, 2-cushion pad, 3-tension and compression case, 4-pull bar, 5-pile cover, 6-dolly, 7-preformed pile, 8-tapered wedges, 9-V word pin, 10-back-moving spring, 11-connecting rod, 12-crank, 13-oil cylinder, 14-gathering sill, 15-groove, 16-frustum.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is done further detailed description.
As shown in figures 1 and 3, anti-pull-type impact pile sinking machine of the present utility model comprises a jump bit 1, a tension and compression case 3, four pull bars 4, pile cover 5, quadruplet pull bar clamp mechanism and a cover external power supply (not shown).Wherein, jump bit 1 is positioned at the top of tension and compression case 3, and jump bit 1 and tension and compression case 3 are equipped with the coaxial centre bore that passes freely through for preformed pile 7, and external power supply is connected with jump bit 1 and implements to impact in order to drive jump bit.Pile cover 5 is positioned at the top of jump bit 1, and quadruplet pull bar clamp mechanism is evenly distributed on the inside of pile cover 5, and the corresponding pull bar 4 of every cover pull bar clamp mechanism is used for clamping and unclamping corresponding pull bar.The lower end of pull bar 4 and tension and compression case 3 are affixed, and the upper end of pull bar 4 is passed pile cover 5 and fixedlyed connected with pile cover 5 adjustable grounds by corresponding pull bar clamp mechanism.
The part between jump bit 1 and tension and compression case 3 at preformed pile 7 is arranged with cushion pad 2, and this cushion pad is such as adopting the very big spring of rigidity.Be used for the shock absorbing hammer on the one hand to the impact of tension and compression case, play the effect of protection tension and compression case, can also reduce the noise that produces when jump bit impacts the tension and compression case on the other hand.
Stake top at preformed pile 7 is provided with dolly 6.Certainly, this dolly 6 also can be located at the soffit of pile cover 5 and allow dolly 6 and the stake top of preformed pile 7 align mutually.Dolly is used for the buffering pile cover to the impact on preformed pile stake top, with protection stake top, avoids its cracking.This dolly can be selected the bigger spring of rigidity, other elastomeric materials for use.
Fig. 2 is the cross sectional view of pile cover of the present utility model.Shown in Fig. 2-3, pile cover 5 of the present utility model is the decussate texture of symmetry, and it has the branch of four symmetrical distributions.See Fig. 2 for details, the middle part of each branch offers a through hole that supplies corresponding pull bar to pass, in each branch, offer two uncovered in the same way horizontal parallel gathering sills 14 in the both sides of through hole, offer two grooves 15 in opposite directions in the middle part of two gathering sills 14 vertical direction, each groove 15 connects with corresponding through hole and gathering sill 14.
As shown in Figure 2, in each branch of pile cover 5, be provided with a cover pull bar clamp mechanism.Every cover pull bar clamp mechanism comprises: be sub-packed in two V word pins 9 in two gathering sills 14, be divided into two tapered wedges 8 in two grooves 15 slidably, be installed in two oil cylinders 13 in this branch, and two cover connect the connecting rod crank mechanism of homonymy V word pin 9 and oil cylinder 13, i.e. connecting rod 11 and crank 12 respectively.
As shown in Figure 2, the tail end of V word pin 9 is equipped with back-moving spring 10, is used for V word pin 9 is resetted.The front end of V word pin 9 links to each other with connecting rod 11, connecting rod 11 links to each other with oil cylinder 13 by crank 12 again, crank 12 is driven (shown in arrow among the figure) by oil cylinder 13, thereby V word pin 9, connecting rod 11 and crank 12 constitute a slider-crank mechanism, and V word pin 9 can slide in gathering sill 14 under the effect of connecting rod 11.And the tail end of V word pin 9 is big, and front end is little.
As shown in figures 1 and 3, the top of every pull bar 4 is installed with a plurality of up big and down small frustums 16.
Referring to Fig. 1-2, in same branch, when the piston rod of two oil cylinders 13 stretches out, two V word pins 9 are pulled outwardly out, their tail end compresses two tapered wedges 8 simultaneously respectively, at this moment two relative tapered wedges 8 stretch into centre bore and form the diclinic wedge surfaces and cooperates with frustum 16 on the pull bar 4, thereby make the pull bar clamp mechanism that pull bar is clamped, and the back-moving spring 10 of V word pin 9 tail ends is stretched at this moment.And after oil cylinder 13 quit work, back-moving spring 10 resetted and spurs V word pin 9 and retreat, and their front end contacts two tapered wedges 8 simultaneously respectively, and at this moment two relative tapered wedges 8 are from the centre bore withdrawal, thereby make the pull bar clamp mechanism that pull bar is unclamped.Like this, the height of adjusting yoke easily just of the pull bar clamp mechanism by diclinic wedge surface form.
Certainly, pile cover also can be herringbone or the pentagon of symmetry, and it has the branch of three or five symmetrical distributions.Accordingly, described pull bar is provided with three or five, and they are fixed on the tension and compression case, and be distributed on preformed pile around, be arranged in juxtaposition with preformed pile.Preferably, these pull bars are cylindrical bar.A plurality of holes that also can evenly distribute on the tension and compression case are for cylinder lever connecting rod.
Jump bit 1 is cylinder, and tension and compression case 3 is disc, preferably is foundry goods.
The operating principle of anti-pull-type impact pile sinking machine of the present utility model is: after pull bar is clamped, jump bit impacts the tension and compression case, the pulling force that impact to produce is passed on the pile cover by the pull bar that is connected with tension and compression case two ends, and the pulling pile cover moves downward the hammering preformed pile, and preformed pile is sunk in the rock.
The course of work of the present utility model is divided into two stages:
Phase I is assault phase: oil cylinder 13 drives crank 12 motions, and pulling V word pin 9 makes the tail end of V word pin 9 compress tapered wedges 8, and tapered wedges 8 contacts with the frustum 16 of pull bar 4 and forms the diclinic wedge surface, thereby clamps pull bar 4.Then, according to concrete condition of construction, regulate the shock height of jump bit 1, make jump bit 1 move downward strike on tension and compression case 3 with certain acceleration, hit the power pulse that produces and be passed on the pile cover 5 by pull bar 4, thereby pulling pile cover 5 moves downward hammering preformed pile 7, realizes pile sinking.
Second stage is the pull bar adjusting stage: after pile sinking finished, the height of preformed pile 7 reduced, and the length of pull bar 4 need readjust.At this moment, oil cylinder 13 quits work, and the back-moving spring 10 pulling V word pin 9 that resets retreats the preceding end in contact tapered wedges 8 of V word pin 9, clamp mechanism releasing lever 4.After readjusting the height of pull bar 4, oil cylinder 13 drives crank 12 pulling V word pins 9 chucking tapered wedges 8 again, clamps pull bar 4 again, and is ready for impacting next time.
Anti-pull-type impact pile sinking machine of the present utility model has not only improved impact energy, has reduced the pile frame height significantly, and has protected the stake top of preformed pile effectively.
Though preferred embodiment of the present utility model is described in detail and illustrates that the utility model is not limited thereto.Should be known in that those skilled in the art can carry out numerous modifications and variations under the condition that does not deviate from spirit of the present utility model and principle, and do not break away from the protection domain of the present utility model that it is limited by claims.
Claims (10)
1. anti-pull-type impact pile sinking machine, comprise jump bit (1), tension and compression case (3) and external power supply, described jump bit (1) is positioned at the top of described tension and compression case (3), described jump bit (1) and described tension and compression case (3) are equipped with the coaxial centre bore that passes freely through for preformed pile (7), described external power supply is connected to drive described jump bit (1) with described jump bit (1) and impacts, it is characterized in that: also comprise a pile cover (5), at least two pull bars (4) and with described pull bar (4) at least two cover pull bar clamp mechanism one to one, described pile cover (5) is positioned at the top of described jump bit (1), described pull bar clamp mechanism is located at the inside of described pile cover (5), the lower end of described pull bar (4) and described tension and compression case (3) are affixed, and the upper end of described pull bar (4) is passed described pile cover (5) and is connected with described pile cover (5) adjustable ground by corresponding described pull bar clamp mechanism.
2. anti-pull-type impact pile sinking machine according to claim 1, it is characterized in that: the part that is positioned between described jump bit (1) and the described tension and compression case (3) of described preformed pile (7) is arranged with cushion pad (2).
3. anti-pull-type impact pile sinking machine according to claim 1 is characterized in that: the stake top of described preformed pile (7) is provided with dolly (6).
4. according to each described anti-pull-type impact pile sinking machine of claim 1-3, it is characterized in that: described pile cover (5) has at least two branches of symmetrical distribution, be provided with the described pull bar clamp mechanism of a cover in each branch, described pull bar clamp mechanism is Double Oblique Wedge surface pull rod clamp mechanism.
5. anti-pull-type impact pile sinking machine according to claim 4, it is characterized in that: the top of described pull bar (4) is installed with a plurality of up big and down small frustums (16), and the height of described pull bar (4) can be regulated.
6. anti-pull-type impact pile sinking machine according to claim 5 is characterized in that: each branch of described pile cover (5) is provided with a through hole that passes for corresponding described pull bar (4); In each branch, offer two uncovered in the same way horizontal parallel gathering sills (14) in the both sides of described through hole, offer in opposite directions groove (15) in the vertical direction of two gathering sills (14), each groove (15) connects with corresponding through hole and gathering sill (14).
7. anti-pull-type impact pile sinking machine according to claim 6, it is characterized in that: the described pull bar clamp mechanism of every cover comprises: be installed in two V word pins (9) in the described gathering sill (14), be slidably mounted on two tapered wedges (8) in the described groove (15), be installed in two oil cylinders (13) and the two connecting rod crank mechanisms of overlapping the described V word pin (9) and the oil cylinder (13) that connect homonymy respectively described branch in; The front end of described V word pin (9) links to each other with wherein connecting rod (11), and this connecting rod (11) links to each other with wherein crank (12), and this crank (12) links to each other with described oil cylinder (13) again.
8. anti-pull-type impact pile sinking machine according to claim 7, it is characterized in that: the tail end of described V word pin (9) is big, and front end is little, and in described gathering sill (14), the tail end of described V word pin (9) is equipped with and makes its back-moving spring that resets (10).
9. according to each described anti-pull-type impact pile sinking machine of claim 5-8, it is characterized in that: described pile cover (5) is herringbone, cross or the pentagon of symmetry, and it has the described branch of three, four or five symmetrical distributions; Correspondingly, described pull bar (4) is provided with three, four or five, and they are distributed on described preformed pile (7) on every side, is arranged in juxtaposition with described preformed pile (7).
10. anti-pull-type impact pile sinking machine according to claim 9, it is characterized in that: described jump bit (1) is cylindrical, and described tension and compression case (3) is disc, and described pull bar (4) is cylindrical bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220740620 CN203066072U (en) | 2012-12-31 | 2012-12-31 | Counter pull type impact piling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220740620 CN203066072U (en) | 2012-12-31 | 2012-12-31 | Counter pull type impact piling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066072U true CN203066072U (en) | 2013-07-17 |
Family
ID=48764883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220740620 Withdrawn - After Issue CN203066072U (en) | 2012-12-31 | 2012-12-31 | Counter pull type impact piling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066072U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061340A (en) * | 2012-12-31 | 2013-04-24 | 湖南科技大学 | Counter pull type impact piling machine |
| CN108005970A (en) * | 2017-12-25 | 2018-05-08 | 马鞍山云林百成机械制造有限公司 | A kind of hydraulic hammer integrated hydraulic device |
-
2012
- 2012-12-31 CN CN 201220740620 patent/CN203066072U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061340A (en) * | 2012-12-31 | 2013-04-24 | 湖南科技大学 | Counter pull type impact piling machine |
| CN103061340B (en) * | 2012-12-31 | 2014-12-24 | 湖南科技大学 | Counter pull type impact piling machine |
| CN108005970A (en) * | 2017-12-25 | 2018-05-08 | 马鞍山云林百成机械制造有限公司 | A kind of hydraulic hammer integrated hydraulic device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203034438U (en) | Hydraulic high-speed tamping damping structure | |
| CN102489621B (en) | Vertical lifting flexible feeding system of bar straightening machine | |
| CN203066072U (en) | Counter pull type impact piling machine | |
| CN107761730A (en) | Firm hydraulic pile equipment for building | |
| CN206605531U (en) | plate cutting device | |
| CN206017555U (en) | A kind of mining machinery damping base | |
| CN103061340B (en) | Counter pull type impact piling machine | |
| CN107244449A (en) | A kind of flush retaining device | |
| CN108487032B (en) | Drill rod displacement trigger mechanism | |
| CN211026552U (en) | Impact plate for hammer crusher | |
| CN209837876U (en) | Safety protective guard for construction | |
| CN202377422U (en) | Vertical lifting floating conveying mechanism of bar straightening machine | |
| CN218733990U (en) | Flexible photovoltaic support | |
| CN212506495U (en) | Hydraulic breaking hammer with buffering structure | |
| CN110039585A (en) | A kind of sugarcane sugarcane kind clamping disconnecting device | |
| CN218855990U (en) | Fixture tool for welding | |
| CN208177542U (en) | Impact breaker | |
| CN207593712U (en) | Electric hammer with shock-absorbing function | |
| CN213897110U (en) | Mechanical hydraulic piling equipment | |
| CN201050064Y (en) | Pile pressing machine bidirectional oil cylinder wedge type pile clamping mechanism | |
| CN110686142A (en) | Vibration damping base for rotary drilling rig | |
| CN217026992U (en) | Protection mechanism for foundation detection device | |
| CN205826259U (en) | Bump assay device under the influence of simulation tectonic stress | |
| CN220361270U (en) | Hammer of coal crusher | |
| CN220813308U (en) | Impact rammer for maintaining road surface |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130717 Effective date of abandoning: 20141224 |
|
| RGAV | Abandon patent right to avoid regrant |