CN208363094U - A kind of pile hammer - Google Patents

A kind of pile hammer Download PDF

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Publication number
CN208363094U
CN208363094U CN201820506848.5U CN201820506848U CN208363094U CN 208363094 U CN208363094 U CN 208363094U CN 201820506848 U CN201820506848 U CN 201820506848U CN 208363094 U CN208363094 U CN 208363094U
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CN
China
Prior art keywords
cylinder
block
tup
fixing sleeve
pile
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.)
Expired - Fee Related
Application number
CN201820506848.5U
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Chinese (zh)
Inventor
王磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Navigation Construction Co Ltd
Original Assignee
Beijing Navigation Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing Navigation Construction Co Ltd filed Critical Beijing Navigation Construction Co Ltd
Priority to CN201820506848.5U priority Critical patent/CN208363094U/en
Application granted granted Critical
Publication of CN208363094U publication Critical patent/CN208363094U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of pile hammers, solves the maximum percussion power for more being brought in the prior art by the tup used pile hammer and increasing tup, but replacement tup needs to spend longer time, the problem of influencing working efficiency, its key points of the technical solution are that: including percussion mechanism, percussion mechanism includes impact block, fixing sleeve, cylinder and tup, fixing sleeve is detachably secured to impact block bottom, fixing sleeve is for fixing prefabricated pile, cylinder is fixedly connected with impact block, drive block is slidably connected on cylinder, drive block is driven by cylinder, tup is fixedly connected with drive block, cylinder is fixedly connected with link block far from one end of impact block, screw rod is provided with by bearing rotation on link block, clump weight is also arranged on cylinder, clump weight is connect with wire rod thread, screw rod is connected with motor far from one end of clump weight, electricity Machine is fixedly connected on link block, has reached the beneficial effect for the maximum percussion power for spending the shorter time that can increase tup.

Description

A kind of pile hammer
Technical field
The utility model relates to building machinery technical fields, more specifically, it relates to a kind of pile hammer.
Background technique
In modern construction engineering application, differential settlement is built in order to prevent, and reinforce stability and antidetonation etc., it is right In the ground of building, frequently with mode be to beat ground pile as the ground built.
It beats ground pile and needs special pile hammer, be generally made of pile monkey, pile frame and auxiliary device etc..Generally by prefabricated pile 20 meters of underground or more is driven in, when carrying out the hammering work of prefabricated pile using pile hammer, is first touched using tup, tapping is The height for referring to that tup lifts is lower, and prefabricated pile is driven in ground, so that will not be excessive because of percussion power when tapping, cause pre- The case where tip that stake processed enters the part of soil deviates;After the major part of prefabricated pile enters ground, weight is carried out with tup Hammer, so that prefabricated pile is easier to enter ground.
In the prior art, it when prefabricated pile, which enters ground, reaches 15 meters or more, since subsurface pressure is larger, is touched with tup The power tapped out has been not enough to subsequent prefabricated pile hammering into underground, and the power of bigger percussion can only be taken to hammer prefabricated pile Underground, and percussion here is usually to lift tup, so that the power tapped out has been not enough to enter ground for subsequent dowel pin Under, the percussion power of tup can only be changed by increasing tup weight.
However in the prior art, the maximum percussion for increasing tup is more brought by the tup used pile hammer Power, but replace tup and need to spend longer time, influence the efficiency of work.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of pile hammer, have spend compared with The short time can increase the advantages of maximum percussion power of tup.
To achieve the above object, the utility model provides following technical solution:
A kind of pile hammer, including percussion mechanism, the percussion mechanism include impact block, fixing sleeve, cylinder and tup, institute It states fixing sleeve and is detachably secured to impact block bottom, for the fixing sleeve for fixing prefabricated pile, the cylinder is solid with impact block It is fixed to connect, drive block is slidably connected on the cylinder, the drive block is driven by cylinder, the tup and the fixed company of drive block It connects, the cylinder is fixedly connected with link block far from one end of impact block, is rotated on the link block by bearing and is provided with silk Bar is also arranged with clump weight on the cylinder, and the clump weight is connect with wire rod thread, the one end of the screw rod far from clump weight It is connected with motor, the motor is fixedly connected on link block.
By adopting the above technical scheme, when prefabricated pile, which enters ground, reaches 15 meters or more, since subsurface pressure is larger, only according to It is not enough to continue prefabricated pile by the weight of tup to hammer into ground, by starting motor, falls the clump weight of appropriate weight, and It is mutually abutted with tup, to increase the weight of tup, realizes the maximum percussion power that can increase tup in the short period, in turn So that tup is enough to continue prefabricated pile to hammer into ground.
Further, the fixing sleeve bottom offers column slot, and the prefabricated pile is plugged in slot, the slot slot Bottom diameter is less than slot opening diameter.
By adopting the above technical scheme, prefabricated pile is hammered into face of ground, needs that first prefabricated pile is inserted into slot, and pass through liter It plays fixing sleeve to sling prefabricated pile, and prefabricated pile is made to be in the state for being vertically to ground, be less than by setting slot groover rot diameter and inserted Diameter at channel opening can prevent prefabricated pile in the lifting process, fall off out of fixing sleeve.
Further, the fixing sleeve is equipped with threaded post towards impact block side, and the impact block is opened towards fixing sleeve side Equipped with the threaded hole being threadedly coupled with threaded post.
By adopting the above technical scheme, fixing sleeve is connected through a screw thread with impact block, and fixing sleeve is facilitated to carry out dismounting and change, is led to The different fixing sleeve of replacement slot caliber size is crossed, so that pile hammer is suitable for the different prefabricated pile of diameter, to increase The use scope of pile hammer.
Further, the supporting mechanism for further including walking mechanism and being fixed in walking mechanism, the walking mechanism includes bottom Seat and the driving wheel that base bottom is set.
By adopting the above technical scheme, by the driving wheel being set on the base, pile hammer is facilitated to be moved
Further, the supporting mechanism include percussion mechanism leading truck and connection percussion mechanism leading truck and pedestal it is oblique Strut, the percussion mechanism leading truck and pedestal are hinged.
By adopting the above technical scheme, make percussion mechanism along percussion mechanism leading truck length direction by percussion mechanism leading truck Sliding, plays guiding role, and the hound being arranged between percussion mechanism leading truck and pedestal, improves the stabilization of pile hammer Property.
Further, the retainer for limiting pile hammer displacement is additionally provided on the pedestal, the retainer is hydraulic cylinder, The hydraulic cylinder includes cylinder body and piston rod, and the cylinder body is fixed on the base, and ground is directed toward in the stretching direction of the piston rod Face.
By adopting the above technical scheme, after pile hammer is moved to assigned work position, pass through the stop being set on the base Piston rod is stretched out and is abutted with ground, played stopping function, effectively prevent pile hammer generated vibration in normal work by part It is dynamic to be displaced pile hammer, and then prevent prefabricated pile from deviating.
Further, the piston rod is fixedly connected with abutting block far from one end of cylinder body.
By adopting the above technical scheme, by the way that abutting block of the piston rod far from body of rod one end is arranged in, to increase piston rod Contact area, improve stability.
In conclusion the utility model has the following beneficial effects:
1, when prefabricated pile, which enters ground, reaches 15 meters or more, since subsurface pressure is larger, the weight of tup is only relied on not It is enough to continue prefabricated pile to hammer into ground, by starting motor, falls the clump weight of appropriate weight, and mutually support with tup It connects, to increase the weight of tup, the maximum percussion power that can increase tup in the short period is realized, so that tup is enough Prefabricated pile is continued to hammer into ground;
2, prefabricated pile is hammered into face of ground, needs that first prefabricated pile is inserted into slot, and will be prefabricated by rising fixing sleeve Stake is sling, and prefabricated pile is made to be in the state for being vertically to ground, is less than slot opening diameter by setting slot groover rot diameter, can Prevent prefabricated pile from falling off out of fixing sleeve in the lifting process.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly introduced, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, the structure that can also be shown according to these attached drawings obtains other attached drawings.
Fig. 1 is the overall structure diagram of the utility model embodiment;
Fig. 2 is the enlarged drawing in Fig. 1 at A;
Fig. 3 is the connection structure schematic illustration of impact block and fixing sleeve;
Fig. 4 is the cross-sectional view of fixing sleeve.
Appended drawing reference: 100, walking mechanism;101, pedestal;102, driving wheel;200, supporting mechanism;201, percussion mechanism is led To frame;202, hound;300, impact block;3001, threaded hole;301, fixing sleeve;3011, threaded post;3012, slot;302, Cylinder;303, tup;304, link block;305, screw rod;306, clump weight;307, motor;400, prefabricated pile;500, retainer; 501, cylinder body;502, piston rod;503, block is abutted.
Specific embodiment
It elaborates with reference to the accompanying drawing to the technical solution of the utility model.
A kind of pile hammer, referring to Fig. 1, including walking mechanism 100, supporting mechanism 200 and percussion mechanism.Specifically, row Walking mechanism 100 includes pedestal 101 and the driving wheel 102 that 101 bottom of pedestal is arranged in, and pile hammer is facilitated to be moved;Support Mechanism 200 includes percussion mechanism leading truck 201 and the hound 202 for connecting percussion mechanism leading truck 201 and pedestal 101, punching It hits device guiding frame 201 and pedestal 101 is hinged, make percussion mechanism along percussion mechanism leading truck by percussion mechanism leading truck 201 The sliding of 201 length directions, plays guiding role, and the hound being arranged between percussion mechanism leading truck 201 and pedestal 101 202, improve the stability of pile hammer.
Wherein, percussion mechanism includes impact block 300, fixing sleeve 301, cylinder 302 and tup 303.Fixing sleeve 301 is removable It unloads and is fixed on 300 bottom of impact block, for fixing prefabricated pile 400, cylinder 302 is fixed with impact block 300 to be connected fixing sleeve 301 It connects, drive block (not shown) is slidably connected on cylinder 302, drive block is driven by cylinder 302, tup 303 and drive block It is fixedly connected.In conjunction with figure Fig. 2, cylinder 302 is fixedly connected with link block 304 far from one end of impact block 300, on link block 304 Bearing rotation is provided with screw rod 305, clump weight 306 is also arranged on cylinder 302, clump weight 306 and 305 screw thread of screw rod connect It connects, screw rod 305 is connected with motor 307 far from one end of clump weight 306, and motor 307 is fixedly connected on link block 304.
When prefabricated pile 400 reaches 15 meters or more into ground, since subsurface pressure is larger, the weight of tup 303 is only relied on Amount is not enough to continue prefabricated pile 400 to hammer into ground, by starting motor 307, falls the clump weight 306 of appropriate weight, and It is mutually abutted with tup 303, to increase the weight of tup 303, realizes that the maximum that can increase tup 303 in the short period is struck Power is hit, so that tup 303 is enough to continue prefabricated pile 400 to hammer into ground.
It is hit referring to Fig. 1 and Fig. 3 specifically, fixing sleeve 301 is fixedly connected with threaded post 3011 towards 300 side of impact block It hits block 300 and offers the threaded hole 3001 being threadedly coupled with threaded post 3011 towards 301 side of fixing sleeve.Fixing sleeve 301 with hit It hits block 300 to be connected through a screw thread, fixing sleeve 301 is facilitated to carry out dismounting and change, it is different by replacement 3012 caliber size of slot Fixing sleeve 301, so that pile hammer is suitable for the different prefabricated pile 400 of diameter, to increase the use scope of pile hammer.
Referring to Fig. 1 and Fig. 3, specifically, 301 bottom of fixing sleeve offers column slot 3012, prefabricated pile 400 is plugged in slotting In slot 3012,3012 groover rot diameter of slot is less than 3012 opening diameter of slot.Prefabricated pile 400 is hammered into face of ground, elder generation is needed Prefabricated pile 400 is inserted into slot 3012, and sling prefabricated pile 400 by rising fixing sleeve 301, and makes the prefabricated pile 400 be in It is vertically to the state on ground, 3012 opening diameter of slot is less than by setting 3012 groover rot diameter of slot, prefabricated pile can be prevented 400 in the lifting process, falls off out of fixing sleeve 301.
Referring to Fig. 1, specifically, being additionally provided with the retainer 500 for limiting pile hammer displacement, retainer 500 on pedestal 101 For hydraulic cylinder, hydraulic cylinder includes cylinder body 501 and piston rod 502, and cylinder body 501 is fixed on pedestal 101, and piston rod 502 is stretched Ground is directed toward in direction out, and piston rod 502 is fixedly connected with far from one end of cylinder body 501 and abuts block 503.When pile hammer is moved to finger After determining operating position, by the retainer 500 being arranged on pedestal 101, piston rod 502 is stretched out and is abutted with ground, is played Stopping function effectively prevent pile hammer generated vibration in normal work to be displaced pile hammer, and then prevents prefabricated Stake 400 deviates;By the way that abutting block 503 of the piston rod 502 far from body of rod one end is arranged in, to increase the abutting of piston rod 502 Area improves stability.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.

Claims (7)

1. a kind of pile hammer, including percussion mechanism, which is characterized in that the percussion mechanism includes impact block (300), fixing sleeve (301), cylinder (302) and tup (303), the fixing sleeve (301) is detachably secured to impact block (300) bottom, described Fixing sleeve (301) is for fixing prefabricated pile (400), and the cylinder (302) is fixedly connected with impact block (300), the cylinder (302) drive block is slidably connected on, the drive block is driven by cylinder (302), the tup (303) and the fixed company of drive block It connects, the cylinder (302) is fixedly connected with link block (304) far from the one end of impact block (300), on the link block (304) It is provided with screw rod (305) by bearing rotation, is also arranged with clump weight (306), the clump weight on the cylinder (302) (306) it is threadedly coupled with screw rod (305), the screw rod (305) is connected with motor (307), institute far from the one end of clump weight (306) Motor (307) is stated to be fixedly connected on link block (304).
2. a kind of pile hammer according to claim 1, which is characterized in that fixing sleeve (301) bottom offers column Slot (3012), the prefabricated pile (400) are plugged in slot (3012), and slot (3012) groover rot diameter is less than slot (3012) opening diameter.
3. a kind of pile hammer according to claim 1, which is characterized in that the fixing sleeve (301) is towards impact block (300) Side is equipped with threaded post (3011), and the impact block (300) offers and threaded post (3011) spiral shell towards fixing sleeve (301) side The threaded hole (3001) of line connection.
4. a kind of pile hammer according to claim 1, which is characterized in that further include that walking mechanism (100) and fixation are expert at The supporting mechanism (200) on mechanism (100) is walked, the walking mechanism (100) includes pedestal (101) and is arranged in pedestal (101) driving wheel (102) of bottom.
5. a kind of pile hammer according to claim 4, which is characterized in that the supporting mechanism (200) includes percussion mechanism Leading truck (201) and the hound (202) for connecting percussion mechanism leading truck (201) and pedestal (101), the percussion mechanism are led It is hinged to frame (201) and pedestal (101).
6. a kind of pile hammer according to claim 4, which is characterized in that be additionally provided on the pedestal (101) for limiting The retainer (500) of pile hammer displacement, the retainer (500) are hydraulic cylinder, and the hydraulic cylinder includes cylinder body (501) and piston Bar (502), the cylinder body (501) are fixed on pedestal (101), and ground is directed toward in the stretching direction of the piston rod (502).
7. a kind of pile hammer according to claim 6, which is characterized in that the piston rod (502) is far from cylinder body (501) One end, which is fixedly connected with, abuts block (503).
CN201820506848.5U 2018-04-11 2018-04-11 A kind of pile hammer Expired - Fee Related CN208363094U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820506848.5U CN208363094U (en) 2018-04-11 2018-04-11 A kind of pile hammer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820506848.5U CN208363094U (en) 2018-04-11 2018-04-11 A kind of pile hammer

Publications (1)

Publication Number Publication Date
CN208363094U true CN208363094U (en) 2019-01-11

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Application Number Title Priority Date Filing Date
CN201820506848.5U Expired - Fee Related CN208363094U (en) 2018-04-11 2018-04-11 A kind of pile hammer

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761155A (en) * 2021-01-05 2021-05-07 陕西隆岳地基基础工程有限公司 Hammering pore-forming equipment capable of reducing noise
CN113131310A (en) * 2021-04-25 2021-07-16 贵州电网有限责任公司 Grounding pin installation device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761155A (en) * 2021-01-05 2021-05-07 陕西隆岳地基基础工程有限公司 Hammering pore-forming equipment capable of reducing noise
CN113131310A (en) * 2021-04-25 2021-07-16 贵州电网有限责任公司 Grounding pin installation device

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GR01 Patent grant
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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190111

Termination date: 20210411