CN205154023U - Creep into reaming mechanism - Google Patents

Creep into reaming mechanism Download PDF

Info

Publication number
CN205154023U
CN205154023U CN201520700156.0U CN201520700156U CN205154023U CN 205154023 U CN205154023 U CN 205154023U CN 201520700156 U CN201520700156 U CN 201520700156U CN 205154023 U CN205154023 U CN 205154023U
Authority
CN
China
Prior art keywords
unit head
stake
double
binary channels
reaming
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.)
Active
Application number
CN201520700156.0U
Other languages
Chinese (zh)
Inventor
陈凤钢
戴斌安
倪万兵
程熙
石姚姚
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.)
JIANGSU GUDENG HEAVY MACHINERY EQUIPMENT TECHNOLOGY Co.,Ltd.
Original Assignee
JIANGSU GOODENG ENGINEERING MACHINE EQUIPMENT 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 JIANGSU GOODENG ENGINEERING MACHINE EQUIPMENT CO LTD filed Critical JIANGSU GOODENG ENGINEERING MACHINE EQUIPMENT CO LTD
Priority to CN201520700156.0U priority Critical patent/CN205154023U/en
Application granted granted Critical
Publication of CN205154023U publication Critical patent/CN205154023U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a creep into reaming mechanism, including binary channels unit head, double -walled drilling rod and umbrella formula drill bit, the binary channels unit head is connected the double -walled drilling rod, the double -walled drilling rod is connected umbrella formula drill bit, the binary channels unit head is walked on the girder with rotatory, and the binary channels unit head makes umbrella formula drill bit is opened and is drawn in in. The utility model provides a creep into reaming mechanism is through setting up creep into reaming mechanism on the pile sinking reamer for earlier through the ream bit reaming stake of repressing, reduce and press the stake difficulty before pressing the stake, avoid the geological stratification or press the stake to destroy, can one -time Setup, the transportation exempts from to demolish, can shorten the stake time of pressing greatly under the condition that can not directly press the stake, has improved and has pressed a stake work efficiency, and the counter weight is few under the condition of same single pile bearing moreover, and crowded soil lacks, and the noise is little, and is pollution -free.

Description

Creep into bearizing mechanism
Technical field
The utility model relates to static pile press reaming pile sinking technology field, and what be specifically related to a kind of pile sinking staving press creeps into bearizing mechanism.
Background technology
Existing pile press has static pile press, hammer type pile press and spiral to water stake machine, traditional static pile press is to geological stratification piling difficulties such as sand bed, hardpan, differentiation layers, even under some geology, traditional static pile press cannot carry out piling work, and the damage degree of static pile press to geological stratification pilings such as sand bed, hardpan, differentiation layers is very high.Spiral waters the stake formed and also there is many shortcomings, as: intensity, the hardness of spiral pouring stake are good all not, and the spiral pouring stake formation cycle is long.
General pile sinking engineering method has following three kinds: one, silent piling engineering method, by machinery static pressure or the effect of hydraulic static pressure, realize the construction of pile body press-in soil layer, its shortcoming be when run into hardpan, sand bed, differentiation layer and some not easily pilings soil layer time, cannot realize larger penetration power, the installation of existing static pressure cannot piling downwards further again; Two, paddle type mill pile sinking engineering method, by machine hammer if diesel hammer is to the circulation strike effect of pile body, realize the construction that pile body squeezes into soil layer, its shortcoming produces larger noise, vibration, directly impact building around; Three, filling type pile forming method, by first holing, being then implanted into reinforcing cage and concrete a kind of piling construction engineering method in hole, its shortcoming is concealed work, quality control difficulty is large, and produces a large amount of mud rubbish, and intractability is large, high to environmental requirement, there is requirement to the current standard of site road simultaneously.
Therefore, be badly in need of a kind of novel piling machinery of design and overcome the problems referred to above.
Summary of the invention
The technical problems to be solved in the utility model is to provide one and creeps into bearizing mechanism, overcome above-mentioned defect, creeping into bearizing mechanism by arranging on pile sinking staving press, making before piling first by reaming bit reaming piling again, reduce piling difficulty, avoid destroying geological stratification or piling.
For solving the problems of the technologies described above, the utility model provides one to creep into bearizing mechanism, comprise binary channels unit head, double-wall drill pipe and umbrella-type drill bit, described binary channels unit head connects described double-wall drill pipe, described double-wall drill pipe connects described umbrella-type drill bit, described binary channels unit head is walked and is rotated on crossbeam, and described binary channels unit head makes described umbrella-type drill bit open and draws in.
As a kind of a kind of preferred version creeping into bearizing mechanism described in the utility model, the described bearizing mechanism that creeps into also comprises cuff link, one end of described binary channels unit head connects described cuff link, and one end of described double-wall drill pipe is buckled by being fixed on described chain and sliding up and down with described binary channels unit head.
As a kind of a kind of preferred version creeping into bearizing mechanism described in the utility model, described in creep into bearizing mechanism and also comprise manipulator, described double-wall drill pipe is fixed on described crossbeam by described manipulator.
As a kind of a kind of preferred version creeping into bearizing mechanism described in the utility model, described in creep into bearizing mechanism and also comprise fixed clamp device, described fixed clamp device is fixed on described crossbeam, and described fixed clamp device is used for fixing described double-wall drill pipe.
As a kind of a kind of preferred version creeping into bearizing mechanism described in the utility model, described in creep into bearizing mechanism and also comprise upset clamper, described upset clamper is fixed on described crossbeam, and described upset clamper is for overturning described double-wall drill pipe.
Compared with prior art, the one that the utility model proposes creeps into bearizing mechanism, creeps into bearizing mechanism by arranging on pile sinking staving press, make first by reaming bit reaming piling again before piling, reduce piling difficulty, avoid destroying geological stratification or piling, can once mounting, transport free removal, when can not directly piling can greatly shorten the piling time, improve piling operating efficiency, and counterweight is few when same single pile load-bearing, soil compaction is few, and noise is little, pollution-free.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, below the accompanying drawing used required in describing embodiment is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.Wherein,
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the double-wall drill pipe in the utility model.
Fig. 3 is the structural representation of the umbrella-type drill bit in the utility model.
In figure, comprise crossbeam 1, fixed clamp device 2, upset clamper 3, manipulator 4, cuff link 5, binary channels unit head 6, double-wall drill pipe 7, umbrella-type drill bit 8.
Detailed description of the invention
One described in the utility model creeps into bearizing mechanism, comprises binary channels unit head 6, double-wall drill pipe 7 and umbrella-type drill bit 8.
For enabling above-mentioned purpose of the present utility model, feature and advantage become apparent more, are described in further detail the utility model below in conjunction with detailed description of the invention.
First, alleged herein " embodiment " or " embodiment " refers to special characteristic, structure or the characteristic that can be contained at least one implementation of the utility model.Different local in this manual " in one embodiment " occurred not all refers to same embodiment, neither be independent or optionally mutually exclusive with other embodiments embodiment.
Secondly; the utility model utilizes structural representation etc. to be described in detail; when describing the utility model embodiment in detail; for ease of explanation; represent that the schematic diagram creeping into bearizing mechanism structure can be disobeyed general ratio and be made partial enlargement; and described schematic diagram is example, it should not limit the scope of the utility model protection at this.In addition, the three dimensions of length, width and the degree of depth should be comprised in actual fabrication.
Refer to Fig. 1-Fig. 3, the described bearizing mechanism that creeps into comprises binary channels unit head 6, double-wall drill pipe 7 and umbrella-type drill bit 8, described binary channels unit head 6 connects described double-wall drill pipe 7, described double-wall drill pipe 7 connects described umbrella-type drill bit 8, described binary channels unit head 6 is walked and is rotated on crossbeam 1, and open by making described umbrella-type drill bit 8 toward binary channels unit head 6 note water under high pressure or mud and draw in, umbrella-type drill bit 8 is holed and reaming.
When reality boring and reaming, according to the depth requirements to hole, so likely many drilling rods can be needed, therefore, in order to better fix drilling rod, the described bearizing mechanism that creeps into also comprises cuff link 5, and one end of described binary channels unit head 6 connects described cuff link 5, and one end of described double-wall drill pipe 7 slides up and down with described binary channels unit head 6 by being fixed on described cuff link 5.
Because drilling rod needs fix its direction and carry, described in creep into bearizing mechanism and also comprise manipulator 4, described double-wall drill pipe 7 is fixed on described crossbeam 1 by described manipulator 4.
Many drilling rods are conveniently installed, described in creep into bearizing mechanism and also comprise fixed clamp device 2, described fixed clamp device 2 is fixed on described crossbeam 1, and described fixed clamp device 2 is for fixing described double-wall drill pipe 7.
Conveniently overturn drilling rod, described in creep into bearizing mechanism also comprise upset clamper 3, described upset clamper 3 is fixed on described crossbeam 1, and described upset clamper 3 is for overturning described double-wall drill pipe 7.
Operating principle of creeping into bearizing mechanism of the present utility model is: when described static pile press cannot piling need use described in creep into bearizing mechanism time, described amplitude oil cylinder 7 begins turning and makes described crossbeam 2 erect, described platform oil cylinder 10 begins turning the center making drill bit aim at stake holes, according to the requirement of length, select the quantity of described drilling rod, as needed many drilling rods, described cuff link 5 is then used to connect between described drilling rod, described unit head 6 is opened cuff link 5 to bottom offset is dynamic, cuff link 5 li manually tipped in by the drilling rod sling by loop wheel machine, now unit head 6 moves up, first drilling rod is naturally vertical by Action of Gravity Field, now manipulator 4 promptly described first drilling rod, described unit head 6 main shaft rotates and makes main shaft buckle described first drilling rod, then described manipulator 4 unclamps, described unit head 6 advances gear-box main shaft simultaneously to rotate downwards, second drilling rod on same method, when connecing described second drilling rod, described clamper 3 clamps the object that described first drilling rod reaches extension bar, when arrival downwards needs the degree of depth of boring, start to regulate reaming governor motion, after reaming completes, adjustment reaming adjustment structure makes drill bit retracted state, described unit head 6 drags described second drilling rod to last time, described manipulator 4 coordinates described unit head 6 to release, described clamper 3 is clamped described first drilling rod and is carried out shackle, described first drilling rod caught downwards by described unit head 6, again described unit head 6 is dragged to last time until take out all drilling rods, now reaming action completes, described static pile press is started working.
What the those of ordinary skill in affiliated field should be understood that is, one of feature of the present utility model or object are: one of the present utility model creeps into bearizing mechanism, bearizing mechanism is crept into by arranging on pile sinking staving press, make before piling first by reaming bit reaming piling again, reduce piling difficulty, avoid destroying geological stratification or piling, can once mounting, transport free removal, when can not directly piling can greatly shorten the piling time, improve piling operating efficiency, and counterweight is few when same single pile load-bearing, soil compaction is few, noise is little, pollution-free.
It should be noted that, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify to the technical solution of the utility model or equivalent replacement, and not departing from the spirit and scope of technical solutions of the utility model, it all should be encompassed in the middle of right of the present utility model.

Claims (5)

1. one kind is crept into bearizing mechanism, it is characterized in that: comprise binary channels unit head, double-wall drill pipe and umbrella-type drill bit, described binary channels unit head connects described double-wall drill pipe, described double-wall drill pipe connects described umbrella-type drill bit, described binary channels unit head is walked and is rotated on crossbeam, and described binary channels unit head makes described umbrella-type drill bit open and draws in.
2. creep into bearizing mechanism according to according to claim 1, it is characterized in that: also comprise cuff link, one end of described binary channels unit head connects described cuff link, and one end of described double-wall drill pipe is buckled by being fixed on described chain and sliding up and down with described binary channels unit head.
3. creep into bearizing mechanism according to according to claim 1, it is characterized in that: also comprise manipulator, described double-wall drill pipe is fixed on described crossbeam by described manipulator.
4. creep into bearizing mechanism according to according to claim 1, it is characterized in that: also comprise fixed clamp device, described fixed clamp device is fixed on described crossbeam, and described fixed clamp device is used for fixing described double-wall drill pipe.
5. creep into bearizing mechanism according to according to claim 1, it is characterized in that: also comprise upset clamper, described upset clamper is fixed on described crossbeam, and described upset clamper is for overturning described double-wall drill pipe.
CN201520700156.0U 2015-09-11 2015-09-11 Creep into reaming mechanism Active CN205154023U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520700156.0U CN205154023U (en) 2015-09-11 2015-09-11 Creep into reaming mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520700156.0U CN205154023U (en) 2015-09-11 2015-09-11 Creep into reaming mechanism

Publications (1)

Publication Number Publication Date
CN205154023U true CN205154023U (en) 2016-04-13

Family

ID=55689731

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520700156.0U Active CN205154023U (en) 2015-09-11 2015-09-11 Creep into reaming mechanism

Country Status (1)

Country Link
CN (1) CN205154023U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105178861A (en) * 2014-12-22 2015-12-23 江苏谷登工程机械装备有限公司 Drilling hole enlarging mechanism

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105178861A (en) * 2014-12-22 2015-12-23 江苏谷登工程机械装备有限公司 Drilling hole enlarging mechanism

Similar Documents

Publication Publication Date Title
CN204753589U (en) A static pressure stake machine complete machine is planted in reaming
CN105649083B (en) The clear stake device of the disposable rotary-cutting type of full-sleeve and its clear piling method
CN105780763B (en) Mesoporous vibrates the construction method of casing retaining wall long auger guncreting pile
CN107142929A (en) Sea is non-to squeeze into type large diameter single pile foundation structure and its construction method
CN102383431B (en) Middle pick prestressed centrifugally pile tube pile-sinking device and pile sinking method thereof
CN105649073A (en) Static root drilling type construction method for planting piles
CN107558488A (en) A kind of embedding rock single pile of offshore wind farm and its construction system and construction method
CN205154023U (en) Creep into reaming mechanism
CN102373705A (en) Pile sinking device and method for outer digging pre-stressed centrifugal pipe pile and square pile
CN204849765U (en) Pile sinking reamer
CN104929522A (en) Drilling hole reaming mechanism
CN105544551B (en) A kind of super-long filling pile quickly transfers the construction method of steel reinforcement cage
CN210288383U (en) Rotary drilling and piling integrated machine
CN104631458B (en) A kind of static pile press reaming pile sinking engineering method
CN208792943U (en) A kind of excavating device of Quick-moving type electric pole foundation pit
CN207176723U (en) A kind of embedding rock single pile of offshore wind farm and its construction system
CN105672307A (en) Expanded-base combination end pile bearing foundation
CN101914915A (en) Construction method for anti-floating anchor rod and special long auger
CN207376622U (en) A kind of spiral carrier stake machine and spiral carrier stake
CN102852157B (en) Manual hole pile digging method employing top-fixing water drilling method
CN206917616U (en) A kind of auger stem
CN205501998U (en) Expand end combination end -bearing pile basis
CN201747261U (en) Long twist drill for construction of anti-floating anchor rod
CN104372793A (en) Anti-floating method used for existing basement by adopting pre-stressed anchor cables in jet grouting pile method
CN109339044A (en) A kind of concrete pipe pile construction equipment

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20211103

Address after: 224100 south of Weisan Road, Dafeng Development Zone, Yancheng City, Jiangsu Province

Patentee after: JIANGSU GUDENG HEAVY MACHINERY EQUIPMENT TECHNOLOGY Co.,Ltd.

Address before: 224100 north side of Jianshe West Road, Changzhou high tech Industrial Park, Yancheng City, Jiangsu Province

Patentee before: JIANGSU GOODENG ENGINEERING MACHINERY ASSEMBLING Co.,Ltd.