CN206941586U - A kind of device for improving pile crown and abolishing efficiency - Google Patents
A kind of device for improving pile crown and abolishing efficiency Download PDFInfo
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- CN206941586U CN206941586U CN201720620354.5U CN201720620354U CN206941586U CN 206941586 U CN206941586 U CN 206941586U CN 201720620354 U CN201720620354 U CN 201720620354U CN 206941586 U CN206941586 U CN 206941586U
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- pile crown
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- wire rope
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Abstract
A kind of device for improving pile crown and abolishing efficiency, device include pre-buried barrier assembly and lifting component, and pre-buried barrier assembly includes plastic film capicitor and is wrapped in live part pile foundation cage bar and the hydrophobicity heat preservation rock of sound detecting pipe；Lifting component includes steel bracket and jack, steel bracket crossbeam is provided with steel wire rope alignment pin, jack is attached by the steel wire rope one through steel wire rope alignment pin with steel bracket, and jack is exerted a force by the steel wire rope two through HDPE plastic bellows to superfilled part.The utility model has separated bonding for reinforcing bar and concrete using hydrophobicity heat preservation rock parcel pile crown reinforcing bar, effectively raises the speed of pile crown reinforcing bar extraction；Using steel bracket promoting or transferring pile crown is made by oneself, security incident occurs when avoiding using truck crane promoting or transferring, it is simple to operate, save cost；Steel bracket can pack up wheel during promoting or transferring, not stress, and protect the safety of wheel, add the service life of steel bracket.
Description
Technical field
It the utility model is related to pile crown and abolish technical field, and in particular to a kind of device for improving pile crown and abolishing efficiency.
Background technology
, generally can a superfilled part at the top of pile foundation in order to ensure construction quality during bored pile construction.Treat
After the completion of excavation of foundation pit, by superfilled part concrete chisel removal.
During concrete chisel removal, traditional restructuring bankrupt can use air compressor machine to coordinate quartering hammer to abolish.Such a method
Efficiency is low, it has not been convenient to constructs, it is dangerous big；It can also pollute air simultaneously；Dust in shattering process causes to workmen
Very big influence.After the completion of abolishing, it is also necessary to which the large scale equipment such as truck crane, which coordinates, manually pulls out broken pile crown, is pulling out
Cheng Zhong, the drawbacks of being all generally and by force pulling out pile crown using the hydraulic means of truck crane, so done are extremely to damage
The large arm and steel wire rope of truck crane, the de- stock fracture of wire of steel wire rope can be caused after being used for multiple times；If truck crane does not support simultaneously
It is firm, truck crane rollover event easily occurs；Such a way will also result in certain destruction to pile foundation in itself simultaneously.
Utility model content
The purpose of this utility model is to provide a kind of device for improving pile crown and abolishing efficiency, solves current pile crown and abolishes construction
Efficiency is low, be inconvenient to construct, dangerous Datong District when the drawbacks of also polluting air, greatly improve efficiency of construction, ensure constructor
The safety of member, while destruction will not be produced in itself to pile foundation.
To realize above-mentioned technical purpose, the utility model adopts the following technical scheme that：
A kind of raising pile crown abolishes the device of efficiency, sets steel reinforcement cage in the pile crown, its bottom is live part, top is
The interface of superfilled part, live part and superfilled part is truncation surface, it is characterised in that：Including pre-buried barrier assembly and lifting
Component, the pre-buried barrier assembly include one group of HDPE plastic bellows being arranged horizontally on truncation surface in plane, and
The hydrophobicity heat preservation rock being wrapped in the steel reinforcement cage of live part in pile foundation cage bar and sound detecting pipe；It is described lifting component include with
The steel bracket installed centered on pile crown to be abolished and the jack on steel bracket, the steel bracket include column, fixation
Horizontal rectangular frame at the top of column and the crossbeam being fixed among horizontal rectangular frame；The crossbeam is determined provided with steel wire rope
Position pin, the jack is attached by the steel wire rope one through steel wire rope alignment pin with steel bracket, while the jack passes through
Steel wire rope two through HDPE plastic bellows exerts a force to superfilled part.
As optimal technical scheme of the present utility model, the column bottom of the steel bracket is equipped with universal wheel, and described ten thousand
Fixed to wheel by latch and column.
It is further preferred that the column bottom be provided with least up and down two different heights connecting pin bores, be respectively on
Pin-and-hole and lower pin-and-hole；When latch is connected by lower pin-and-hole with universal wheel, universal wheel bottom contact ground, column bottom are remotely
Face, realize steel bracket locomotive function；When latch is connected by upper pin-and-hole with universal wheel, universal wheel bottom is away from ground, column bottom
Portion contacts ground, realizes steel bracket fixing function.
It is further preferred that the pre-buried plane of the HDPE plastic bellows is located at more than truncation surface 5~15cm.
It is further preferred that the hydrophobicity heat preservation rock is fixed with pile foundation cage bar and sound detecting pipe by adhesive tape.
It is further preferred that the HDPE plastic bellows shares 4, the concrete tumbling barrel around pile crown center is in groined type
Arrange, steel wire rope two is worn in every HDPE plastic bellows；Its both sides termination is exposed independent from outside pile crown, and is carried out using adhesive tape
Closing.
It is further preferred that the length of the HDPE plastic bellows is bigger 5~15cm than pile crown diameter.
It is further preferred that the steel wire rope one or steel wire rope two are through steel wire rope alignment pin or HDPE plastic bellows
When, protect steel wire rope not to be cut in contact portion flexible material of jumping a queue.
It is further preferred that the horizontal rectangular frame and crossbeam at the top of the column, column are 20# i-steel components,
It is to be welded to connect between each component；Diagonal brace is set between the beam body of column and horizontal rectangular frame to be strengthened；The column
Altitude range is 3.5m.
Compared with prior art, it is of the present utility model it is a technical advantage that：
1st, bonding for reinforcing bar and concrete has been separated using hydrophobicity heat preservation rock parcel pile crown reinforcing bar, effectively raised
The speed that pile crown reinforcing bar is extracted；
2nd, HDPE plastic corrugated pipe, inside pass through steel wire rope promoting or transferring pile crown, accelerate promoting or transferring speed, while do not need pair
Pile crown is crushed.Reduce pollution；
3rd, using steel bracket promoting or transferring pile crown is made by oneself, security incident occurs when avoiding using truck crane promoting or transferring；Only need simultaneously
Process simple steel bracket, it is not necessary to truck crane, it is simple to operate, save cost；
4th, steel bracket bottom employs telescopic universal wheel, is transported in transportation using wheel, accelerates speed；
During promoting or transferring, wheel is packed up, not stressed, makes column stress, protects the safety of wheel, adds the use of steel bracket
Life-span.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings are simply schematical, are not intended to limit the utility model, wherein：
Fig. 1 is the work schematic perspective view that the raising pile crown that the utility model is related to abolishes the device of efficiency；
Fig. 2 is Fig. 1 front view；
Fig. 3 is the pile crown structural representation that the utility model is related to；
Fig. 4 is the cross-sectional view of A-A in Fig. 3；
Fig. 5 is the structural representation for the support body that the utility model is related to；
Fig. 6 is the structural representation that part B universal wheel is in running order in Fig. 5；
Fig. 7 is the structural representation that part B universal wheel is in off working state in Fig. 5.
Reference：The superfilled part of 1- live parts, 2-, 3-HDPE plastic film capicitors, 4- steel reinforcement cages, 5- concrete strings
Cylinder, 6- steel brackets, 6.1- columns, 6.2- crossbeams, 6.3- diagonal braces, 6.4- steel wire ropes alignment pin, 6.5- universal wheels, 6.6- latches,
6.7- connecting pin bores, 7- jacks, 8- steel wire ropes one, 9- steel wire ropes two, 10- pile foundations cage bar, 11- hydrophobicity heat preservation rocks.
Embodiment
Hereinafter, a kind of implementation for improving pile crown and abolishing the device of efficiency of the present utility model is described with reference to the accompanying drawings
Example.
The embodiment recorded herein is specific embodiment of the present utility model, of the present utility model for illustrating
Design, is explanatory and exemplary, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
The content opened includes doing using the embodiment to recording herein using obvious other technical schemes, these technical schemes
Go out the technical scheme of any obvious substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated each several part
Shape and its correlation.It note that for the ease of clearly showing the structure of each part of the utility model embodiment, respectively
Do not drawn between accompanying drawing according to identical ratio.Identical reference marker is used to represent identical part.Below in conjunction with accompanying drawing
Principle of the present utility model and feature are described, example is served only for explaining the utility model, is not intended to limit this
The scope of utility model.
General thought
When pile foundation steel bar cage is processed, installation reinforcing bar and concrete isolating device on steel reinforcement cage top, in the superfilled part 2 of pile crown
Position between live part 1 sets pre-buried HDPE plastic bellows.Treat that concreting completion, excavation of foundation pit are completed, tool
During standby broken pile condition, pass through the pre-buried HDPE plastic bellows of steel wire penetrating.Steel bracket 6 is processed simultaneously, utilizes the top of steel bracket 6
Jack 7 is installed, pile crown inactive portion is integrally extracted.
Technical scheme
Such as Fig. 1 and Fig. 2, the device that pile crown abolishes efficiency is improved, sets steel reinforcement cage 4 in pile crown, such as Fig. 3 and Fig. 4, its bottom is
Live part 1, top are superfilled part 2, and the interface of live part 1 and superfilled part 2 is truncation surface, including pre-buried isolation group
Part and lifting component, pre-buried barrier assembly include one group of HDPE plastic bellows 3 being arranged horizontally on truncation surface in plane,
And it is wrapped in the hydrophobicity heat preservation rock 11 in the steel reinforcement cage 4 of live part 1 in pile foundation cage bar 10 and sound detecting pipe；Lift by crane component
Jack 7 including the steel bracket 6 installed centered on pile crown to be abolished and on steel bracket 6, such as Fig. 5, steel bracket 6 wraps
The horizontal rectangular frame for include column 6.1, being fixed at the top of column and the crossbeam 6.2 being fixed among horizontal rectangular frame；Crossbeam
6.2 are provided with steel wire rope alignment pin 6.4, and jack 7 is carried out by the steel wire rope 1 through steel wire rope alignment pin 6.4 with steel bracket 6
Connection, while jack 7 is exerted a force by the superfilled part 2 of 29 pairs of steel wire rope through HDPE plastic bellows 3.
After pile foundation steel bar cage machines, certain limit in the every pile base cage bar 10 and sound detecting pipe at the top of steel reinforcement cage
Interior parcel layer of hydrophobic heat preservation rock 11, ensure the parcel scope of hydrophobicity heat preservation rock 11 in casting concrete in future at
In superfilled part 2 and the binding site of live part 1.Insulation hydrophobicity heat preservation rock 11 and pile foundation cage bar 10, sound detecting pipe pass through glue
Band is fixed.Binding site upward 5~15cm, preferably 10cm simultaneously in the superfilled part 2 and live part 1 of concrete is pre-
It is bigger 10cm than Pile Diameter to bury 4 Φ laterally to arrange 50mmHDPE plastic film capicitors, 3,4 tube lengths, horizontal direction is around mixed
Native tumbling barrel 5 is coagulated to arrange into intersecting parallels.The pipe both ends of HDPE plastic bellows 3 are closed using adhesive tape, prevent from entering impurity.Ripple
Pipe transfers installation with steel reinforcement cage.Embodiment pile foundation diameter calculates according to 2m, if diameter change, steel bracket size can phase
It should adjust.
At the same time, a set of steel bracket 6 is processed in reinforcement yard, is made using 20# I-steel, between each component
To be welded to connect；The altitude range of column 6.1 is 3.5m, and steel bracket, the branch of steel bracket bottom 4 are welded into using 20# I-steel
Leg installs 4 sets of telescopic universal wheels 6.5.After machining, job site is transported to.Wherein, as Fig. 6,7, the bottom of column 6.1 are set
There is the connecting pin bores 6.7 of two different heights above and below at least, respectively upper pin-and-hole and lower pin-and-hole；Latch 6.6 by lower pin-and-hole with
When universal wheel 6.5 connects, steel bracket locomotive function is realized away from ground in the bottom of universal wheel 6.5 contact ground, the bottom of column 6.1,
Such as Fig. 6；When latch 6.6 is connected by upper pin-and-hole with universal wheel 6.5, the bottom of universal wheel 6.5 connects away from ground, the bottom of column 6.1
Tread surface, realize steel bracket fixing function, such as Fig. 7.
After the completion for the treatment of that pile foundation concreting completion, excavation of foundation pit are completed, cushion cap blinding concrete pours.By steel bracket 6
In decentralization to foundation ditch.
Before pile foundation promoting or transferring, first with manually the dregs around pile foundation is cleaned out, pile foundation concrete is exposed, looked for simultaneously
To pre-buried HDPE plastic bellows 3, the adhesive tape of pipe is released.Using abrasive wheel cutting machine in HDPE plastic corrugated conduit position
Along the circle of pile crown cutting one, depth is pile foundation thickness of protection tier.This ensure that the integrity degree of bottom pile foundation concrete is not
It is destroyed.
Steel bracket 6 is pushed into treat at promoting or transferring pile crown, universal wheel 6.5 is locked, column 6.1 is supported in the concrete of bottom
Bedding plane, universal wheel 6.5 do not stress now.HDPE plastic bellows 3 is passed through using steel wire rope 29.Set on the top of steel bracket 6
Crossbeam 6.2, there is steel wire rope alignment pin 6.4 on crossbeam 6.2, steel wire rope 1 passes through steel wire rope alignment pin 6.4.Two parts steel wire rope
Drawknot is carried out using 10t jacks 7.After everything is ready, jack is tensed step by step using the slide fastener of jack 7, passes through the power of jack 7
Amount makes pile crown integrally extract.Then recover universal wheel 6.5, the pile crown of extraction is transported to foundation ditch specified location using steel bracket.Treat
After pile crown in whole foundation ditch is all extracted, integrally transported using transporting equipment.
When pile foundation steel bar cage is processed, on steel reinforcement cage top, installation reinforcing bar and concrete isolating device, invalid with having in pile crown
Position HDPE plastic bellows 3 between effect.Treat that concreting completion, excavation of foundation pit are completed, when possessing broken pile condition, pass through
Steel wire penetrating HDPE plastic bellows 3.Steel bracket is processed simultaneously, jack is installed using steel bracket top, pile crown is integrally pulled out
Go out.
In construction, key technology point has：（1）Seepage does not occur for HDPE plastic bellows 3, ensures HDPE plastic bellows 3
It is unimpeded；（2）Ensure not permeable slurry between insulation hydrophobicity heat preservation rock and reinforcing bar, while do not fasten excessively again；（3）Ensure steel bracket
Welding quality.
Calculating on cord strength：
Conventional steel wires rope is divided into two kinds of fibre core and steel core, tensile strength 1470MPa.Choose diameter 20mm steel wire ropes pair
The steel wire rope minimum breaking force answered is 173KN and 187KN.17.3t and 18.7t are corresponded to respectively.This is the drawing of single wire rope
Power, this technology use for 4, pulling force can reach 69.2t and 74.8t.Intensity can much meet to use needs.
It is used for wearing 4 steel wire ropes, the steel wire rope alignment pin at the top of steel bracket 6 in the HDPE plastic bellows 3 of pile foundation bottom
1 steel wire rope is worn in hole, the steel wire rope 1 on top and the steel wire rope 29 of bottom are connected by 10t jacks 7.Utilize jack 7
Pulling force breaks pile foundation, transports.
Steel wire rope 1 or steel wire rope 29 are when through steel wire rope alignment pin 6.4 or HDPE plastic bellows 3, in contact site
Flexible material of jumping a queue is divided to protect steel wire rope not to be cut.
The utility model abolishes the device of efficiency using pile crown is improved, and improves speed of application, ensure that construction quality, protects
Operation safety is hindered.Obtain owner's favorable comment consistent with operator's.
Preferred embodiment of the present utility model is these are only, it is all in the utility model not to limit the utility model
Spirit and principle within, any modification, equivalent substitution and improvements made etc., should be included in protection model of the present utility model
Within enclosing.
Claims (9)
1. a kind of raising pile crown abolishes the device of efficiency, steel reinforcement cage is set in the pile crown（4）, its bottom is live part（1）, top
Portion is superfilled part（2）, live part（1）With superfilled part（2）Interface be truncation surface, it is characterised in that：Including pre-buried
Barrier assembly and lifting component, the pre-buried barrier assembly include the one group of HDPE modelings being arranged horizontally on truncation surface in plane
Expect bellows（3）, and it is wrapped in live part（1）Steel reinforcement cage（4）Interior pile foundation cage bar（10）With the hydrophobicity on sound detecting pipe
Heat preservation rock（11）；The lifting component includes the steel bracket installed centered on pile crown to be abolished（6）And installed in steel branch
Frame（6）On jack（7）, the steel bracket（6）Including column（6.1）, the horizontal rectangular frame, the Yi Jigu that are fixed at the top of column
The crossbeam being scheduled among horizontal rectangular frame（6.2）；The crossbeam（6.2）It is provided with steel wire rope alignment pin（6.4）, the jack
（7）By through steel wire rope alignment pin（6.4）Steel wire rope one（8）With steel bracket（6）It is attached, while the jack（7）
By through HDPE plastic bellows（3）Steel wire rope two（9）To superfilled part（2）Exerted a force.
A kind of 2. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The steel bracket（6）
Column（6.1）Bottom is equipped with universal wheel（6.5）, the universal wheel（6.5）Pass through latch（6.6）Fixed with column.
A kind of 3. device for improving pile crown and abolishing efficiency according to claim 2, it is characterised in that：The column（6.1）
Bottom is provided with the connecting pin bores of two different heights above and below at least（6.7）, respectively go up pin-and-hole and lower pin-and-hole；Latch（6.6）It is logical
Cross down pin-and-hole and universal wheel（6.5）During connection, universal wheel（6.5）Bottom contact ground, column（6.1）Bottom is real away from ground
Existing steel bracket locomotive function；Latch（6.6）Pass through upper pin-and-hole and universal wheel（6.5）During connection, universal wheel（6.5）Bottom is remotely
Face, column（6.1）Bottom contacts ground, realizes steel bracket fixing function.
A kind of 4. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The HDPE plastic ripple
Line pipe（3）Pre-buried plane be located at more than truncation surface 5~15cm.
A kind of 5. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The hydrophobicity insulation
Rock wool（11）With pile foundation cage bar（10）Fixed with sound detecting pipe by adhesive tape.
A kind of 6. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The HDPE plastic ripple
Line pipe（3）4 are shared, the concrete tumbling barrel around pile crown center（5）Arranged in groined type, every HDPE plastic bellows（3）It is interior
Later stage wears steel wire rope two（9）；Its both sides termination is exposed independent from outside pile crown, and is closed using adhesive tape.
A kind of 7. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The HDPE plastic ripple
Line pipe（3）Length it is bigger 5~15cm than pile crown diameter.
A kind of 8. device for improving pile crown and abolishing efficiency according to claim 1, it is characterised in that：The steel wire rope one
（8）Or steel wire rope two（9）Through steel wire rope alignment pin（6.4）Or HDPE plastic bellows（3）When, jumped a queue in contact portion soft
Soft material protects steel wire rope not to be cut.
9. a kind of raising pile crown according to claim 1-8 any one abolishes the device of efficiency, it is characterised in that：It is described
Column（6.1）, horizontal rectangular frame and crossbeam at the top of column（6.2）It is 20# i-steel components, the company of welding between each component
Connect；Column（6.1）Diagonal brace is set between horizontal rectangular frame（6.3）Strengthen；The column（6.1）Altitude range be 3.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720620354.5U CN206941586U (en) | 2017-05-31 | 2017-05-31 | A kind of device for improving pile crown and abolishing efficiency |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720620354.5U CN206941586U (en) | 2017-05-31 | 2017-05-31 | A kind of device for improving pile crown and abolishing efficiency |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206941586U true CN206941586U (en) | 2018-01-30 |
Family
ID=61362650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720620354.5U Active CN206941586U (en) | 2017-05-31 | 2017-05-31 | A kind of device for improving pile crown and abolishing efficiency |
Country Status (1)
| Country | Link |
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| CN (1) | CN206941586U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130601A (en) * | 2017-05-31 | 2017-09-05 | 中建二局第二建筑工程有限公司 | It is a kind of to improve device and restructuring bankrupt that pile crown abolishes efficiency |
| CN108978660A (en) * | 2018-08-24 | 2018-12-11 | 中铁十四局集团第三工程有限公司 | A kind of pile cutting machine for rigid pile foundation |
| CN109589036A (en) * | 2018-12-26 | 2019-04-09 | 北京苏鑫华安幕墙装饰工程有限公司 | A kind of multi-functional roofing cleaning device fixed structure |
-
2017
- 2017-05-31 CN CN201720620354.5U patent/CN206941586U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130601A (en) * | 2017-05-31 | 2017-09-05 | 中建二局第二建筑工程有限公司 | It is a kind of to improve device and restructuring bankrupt that pile crown abolishes efficiency |
| CN108978660A (en) * | 2018-08-24 | 2018-12-11 | 中铁十四局集团第三工程有限公司 | A kind of pile cutting machine for rigid pile foundation |
| CN109589036A (en) * | 2018-12-26 | 2019-04-09 | 北京苏鑫华安幕墙装饰工程有限公司 | A kind of multi-functional roofing cleaning device fixed structure |
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