CN109183783A - It is a kind of to exempt from broken apart concrete filling pile head - Google Patents
It is a kind of to exempt from broken apart concrete filling pile head Download PDFInfo
- Publication number
- CN109183783A CN109183783A CN201811240472.9A CN201811240472A CN109183783A CN 109183783 A CN109183783 A CN 109183783A CN 201811240472 A CN201811240472 A CN 201811240472A CN 109183783 A CN109183783 A CN 109183783A
- Authority
- CN
- China
- Prior art keywords
- pile
- casing
- framework
- steel reinforcement
- exempt
- 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.)
- Granted
Links
- 230000002787 reinforcement Effects 0.000 claims abstract description 72
- 238000000926 separation method Methods 0.000 claims abstract description 57
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 230000010412 perfusion Effects 0.000 claims abstract description 7
- 239000002390 adhesive tape Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 210000002435 tendon Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 239000000428 dust Substances 0.000 abstract description 4
- 239000002994 raw material Substances 0.000 abstract description 2
- 238000012360 testing method Methods 0.000 abstract description 2
- 238000013461 design Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000037452 priming Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Exempt from broken apart concrete filling pile head, including bored concrete pile framework of steel reinforcement and concrete perfusion the invention discloses a kind of, there are longitudinal reinforcement and stirrup in the pile foundation portion of the bored concrete pile framework of steel reinforcement, and there is longitudinal reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement；Suit is longitudinally separated casing on the longitudinal reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement, the bottom in the pile crown portion of the bored concrete pile framework of steel reinforcement is provided with lateral separation casing, the lateral separation casing is arranged in " well " font, and center reserves the vacancy of decentralization tremie；And casing protection reinforcing bar is equipped in the lateral separation casing.Construction is simple of the present invention, low cost, the energy quick separating filling pile head by the way of overall separation, it is high-efficient, noiseless, free from dust, pile crown can realize recycled in its entirety, it can be used as the clump weight of later period dead load test on pile foundation, using being mechanically pulverized as the raw material of brickmaking after also can be recycled, market application prospect is extensive.
Description
Technical field
The present invention relates to cast-in-place concrete pile technical field more particularly to a kind of exempt from broken apart cast-in-place concrete pile stake
Head.
Background technique
Van Gogh's layer and super high-rise building, all common basis of the cast-in-place concrete pile as building, the basis of bridge is more
Add and can't do without pile foundation.As the bored concrete pile on solitary building basis, quantity lacks then up to a hundred, how then thousands of, substantial amounts.Reinforcing bar
When Concrete Grouting Pale, specification regulation bored concrete pile top mark height should be higher than that design 0.5~1.0m of stake top absolute altitude, to guarantee pile crown
The quality of concrete, main cause are that the concrete of pile crown part contains mud coating, and there are unavoidable on instillation process
Mass defect, can only reject, cannot directly as stake top, but be higher than design of pile top absolute altitude pile crown part, to pile body coagulation
After native intensity reaches the 80% of design strength, it could be cut when subsequent handling is constructed, cut the work of this part pile crown concrete
Work is called " broken pile head ".The mode of live broken pile head is mainly divided artificial and mechanical.It is artificial mainly to be made by air compressor machine and air drill
For crushing plant, pounded manually except pile crown concrete, the size of a general pile crown is in 1m3It is more than concrete, pound completely except and it is clear
Reason needs 1 worker at least time half a day, inefficiency, and noise and dust seriously polluted, and working condition is poor, to worker
The damage of both hands is very big.In addition damage can be directly contributed to the reserved steel bar of pile crown part, when the phenomenon that pounding disconnected reinforcing bar,
Later period also needs reinforcement by connection to handle；Machinery is pounded except being to smash pile crown by hydraulic device, the purer artificial height of crushing efficiency, but also
Need a large amount of hand fit that could complete, especially in the straightening of the smooth and reinforcing bar of later period pile crown, the relatively pure people of cost
Work is higher.
For building trade, land resource is more and more rare, and skyscraper is rised sheer from level ground in succession.Pile foundation construction must can not
It is few, at present in the building trade in Guangxi or even the whole nation, for except pile crown being constructed by the way of broken mostly, construct
Low efficiency, at high cost, worker's operating condition is arduous, and the pile crown concrete fragment smashed has no recovery value.
Summary of the invention
Propose effect the purpose of the present invention is to provide a kind of saving of labor, energy conservation and environmental protection, can overall separation pile crown exempt from it is broken apart
Concrete filling pile head.
To achieve the goals above, The technical solution adopted by the invention is as follows:
It is a kind of to exempt from broken apart concrete filling pile head, including bored concrete pile framework of steel reinforcement and concrete perfusion, it is described
There are longitudinal reinforcement and stirrup in the pile foundation portion of bored concrete pile framework of steel reinforcement, and there is longitudinal reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement；
Suit is longitudinally separated casing, the stake of the bored concrete pile framework of steel reinforcement on the longitudinal reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement
The bottom on head is provided with lateral separation casing, and the lateral separation casing is arranged in " well " font, and center reserves decentralization coagulation
The vacancy of native conduit；And casing protection reinforcing bar is equipped in the lateral separation casing, the later period extracts out as tensioned prestressing bar
Perforation.
Preferably, the lateral separation casing includes the first lateral separation casing and the second lateral separation casing, described the
One lateral separation casing and the second lateral separation casing are vertically installed in the bottom in the pile crown portion of bored concrete pile framework of steel reinforcement.
Preferably, the lateral separation casing length is greater than the stake diameter 10cm in the pile crown portion of bored concrete pile framework of steel reinforcement.
Preferably, the bottom in the pile crown portion of the bored concrete pile framework of steel reinforcement is also equipped with positioning ring, the positioning ring
It is mounted on the outside of the framework of steel reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement, the outer diameter of the positioning ring and the perfusion
Pile head outer diameter is identical, and when disposing pile body steel reinforcement cage, the positioning ring is stake top elevation location.
Preferably, the lower end for being longitudinally separated casing and the lower end of positioning ring are in the same plane.
Preferably, the upper end for being longitudinally separated casing is flushed with the top of the longitudinal reinforcement in pile crown portion.
Preferably, the top adhesive tape sealing head for being longitudinally separated casing, adhesive tape packet header after longitudinal reinforcement is entangled in lower end, resistance
Only when concreting cement slurry entrance.
Preferably, the diameter 16-20mm of the lateral separation casing, wall thickness 2mm；It is longitudinally separated casing diameter summary
Greater than the diameter of the longitudinal reinforcement of pile crown steel essence cage, wall thickness is not less than 1mm.
Preferably, the casing and the material of lateral separation casing of being longitudinally separated is PVC plastic pipe.
The present invention is by adopting the above-described technical solution, have the advantages that
Of the invention exempts from broken apart concrete filling pile head construction is simple, low cost, using the side of overall separation
Formula quick separating filling pile head, high-efficient, noiseless, free from dust, pile crown can realize recycled in its entirety, and it is quiet to can be used as later period pile foundation
The clump weight of test is carried, using being mechanically pulverized as the raw material of brickmaking after also can be recycled, market application prospect is extensive.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of pile crown framework of steel reinforcement of the invention；
Fig. 2 is the structural schematic diagram for exempting from broken apart concrete filling pile head after of the invention pour；
Fig. 3 is the solidifying native filling pile head separation process schematic diagram of the present invention；
Fig. 4 is overall separation schematic diagram after concrete filling pile head fracture of the present invention；
Fig. 5 is force analysis figure of the concrete filling pile head of the present invention under separation anchorage effect.
In attached drawing, 1- longitudinal reinforcement, 2- stirrup, 3- is longitudinally separated casing, 4- lateral separation casing, and 401- first is laterally point
From casing, 402- the second lateral separation casing, 5- positioning ring, 6- lifting lug, 7- cone anchorage, it is very heavy that 8- holds hydraulic punching
Top.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention more comprehensible, referring to the drawings and preferred reality is enumerated
Example is applied, the present invention is described in more detail.However, it is necessary to illustrate, many details listed in specification are only to be
Reader is set to have a thorough explanation to one or more aspects of the present invention, it can also be with even without these specific details
Realize the aspects of the invention.
Embodiment 1
It is according to the present invention a kind of to exempt from broken apart concrete filling pile head, including bored concrete pile as shown in Fig. 1 and 2
There are longitudinal reinforcement 1 and stirrup 2, the bored concrete pile in framework of steel reinforcement and concrete perfusion, the pile foundation portion of the bored concrete pile framework of steel reinforcement
There is longitudinal reinforcement 1 in the pile crown portion of framework of steel reinforcement；Longitudinal point is set on the longitudinal reinforcement 1 in the pile crown portion of the bored concrete pile framework of steel reinforcement
From casing 3, the bottom in the pile crown portion of the bored concrete pile framework of steel reinforcement is provided with lateral separation casing 4,4 pipe of lateral separation set
It is arranged in " well " font, center reserves the vacancy of decentralization tremie；And casing protection is equipped in the lateral separation casing 4
Reinforcing bar prevents the extruding deviation of the concrete when pouring pile concrete, and the later period extracts the perforation as tensioned prestressing bar out；
The lateral separation casing 4 includes the first lateral separation casing 401 and the second lateral separation casing 402, and described first laterally divides
Bottom from the pile crown portion that casing 401 and the second lateral separation casing 402 are vertically installed in bored concrete pile framework of steel reinforcement；The transverse direction
4 length of separation sleeve pipe is greater than the stake diameter 10cm in the pile crown portion of bored concrete pile framework of steel reinforcement；The pile crown portion of the bored concrete pile framework of steel reinforcement
Bottom be also equipped with positioning ring 5, the positioning ring 5 is mounted on the reinforcing bar in the pile crown portion of the bored concrete pile framework of steel reinforcement
The outside of frame, the outer diameter of the positioning ring 5 is identical as the filling pile head outer diameter, described fixed when disposing pile body steel reinforcement cage
Position lantern ring 5 is stake top elevation location.
Preferably, the lower end for being longitudinally separated casing 3 and the lower end of positioning ring 5 are in the same plane；The longitudinal direction
The upper end of separation sleeve pipe 3 is flushed with the top of the longitudinal reinforcement 1 in pile crown portion；The top for being longitudinally separated casing 3 is sealed with adhesive tape
Adhesive tape packet header after longitudinal reinforcement 1 is entangled in head, lower end, the entrance of cement slurry when preventing concreting；The lateral separation casing 4
Diameter 16-20mm, wall thickness 2mm；It is straight slightly larger than the longitudinal reinforcement of pile crown steel essence cage to be longitudinally separated 3 diameter of casing
Diameter, wall thickness are not less than 1mm；The casing 3 and the material of lateral separation casing 4 of being longitudinally separated is common PVC plastic pipe.
As shown in Figs 1-4, the construction method for exempting from broken apart concrete filling pile head of the invention are as follows:
(1) the bored concrete pile framework of steel reinforcement according to measured priming concrete pile hole length and diameter processing, the bored concrete pile
The pile foundation portion of framework of steel reinforcement includes longitudinal reinforcement 1 and stirrup 2, and the pile crown portion of the bored concrete pile framework of steel reinforcement includes longitudinal reinforcement 1；
(2) suit is longitudinally separated casing 3 on the longitudinal reinforcement 1 in the pile crown portion, is longitudinally separated the top glue of casing 3
Adhesive tape packet header after longitudinal reinforcement 1 is entangled in band end socket, lower end, the entrance of cement slurry, bored concrete pile reinforcing bar when preventing concreting
Positioning ring 5 is installed in the bottom in the pile crown portion of frame, and positioning ring 5 is mounted on the reinforcing bar in the pile crown portion of the bored concrete pile framework of steel reinforcement
The outside of skeleton, the outer diameter of the positioning ring 5 is identical as the filling pile head outer diameter, described when disposing pile body steel reinforcement cage
Positioning ring 5 is stake top elevation location；
(3) lateral separation is set in the corresponding position of bottom positioning ring 5 in the pile crown portion of the bored concrete pile framework of steel reinforcement
Casing 4,4 pipe of lateral separation set are arranged in " well " font, and center reserves the middle section that decentralization concreting conduit passes through, horizontal
It is slightly larger than stake holes diameter to the length of separation sleeve pipe 4, then protects reinforcing bar toward the inside threading of lateral separation casing, and can
Pre-buried lifting lug 6；
(4) the bored concrete pile framework of steel reinforcement is placed in the priming concrete pile hole, filling pile head template is set, to
Concrete perfusion in priming concrete pile hole generates bored concrete pile, conserves process into bored concrete pile；
(5) conserve to after reaching design strength requirement that (generally concrete strength of pile reaches design after the bored concrete pile
After the 80% of intensity), the soil around pile crown is opened in cleaning, exposes reserved lateral separation casing, is extracted out in lateral separation casing
Casing protection reinforcing bar (later period is reusable), then penetrate prestressed reinforcement of tensioning (the every prestressing force of diameter 15.7mm
Muscle can bear 30 tons or more of pulling force), cone anchorage 7 is installed at both ends, in conjunction with hand-held hydraulic feed-through jack 8, to pile crown point
From the prestressing force that position applies lateral brisement, pile crown is pulled up, arrangement separation can be realized；Or often have in conjunction with building-site
Lifting equipment, such as tower crane or digging machine, tensioning lock out operation can be realized in 1 operating personnel.
Separating feasibility theory analysis
Mechanical Calculation and Analysis is carried out so that 1m commonly uses stake diameter as an example:
As shown in figure 5, tension standard value is ftk=2.01MPa, because of pile crown position if concrete strength of pile is C30
Longitudinal reinforcement has casing protection, do not bond with concrete, then entire pile body breaks internal force are as follows: 1571KN converts into 157
Ton.Four groups to draw cone anchorage on, every vertical extruding internal force punished is about 20 tons at 8.And hydraulic punching is very heavy at this time
The stretching force that top need to only provide 5.22 tons can meet, and hydraulic feed-through jack maximum is held on open market can generate 26 tons
Pulling force.In addition, the concrete sheet after hardening, as fragile material, there is cracking in one section of part, entire cross section can be run through immediately,
And then the effect of the overall separation of pile crown can be achieved completely.As seen from the above analysis, the pile crown concrete of 1m diameter is separated,
There are also very big to have more than needed for mechanical property provided by equipment, that is to say, that the present invention can separate the pile crown of larger diameter, pass through
It is arranged to the different quantity for drawing anchorage, fully meets the pile crown overall separation under the various operating conditions of diameter 0.8m to 2m.
The present invention implements only to need a small-sized hand-held centre-hole jack and some accessories that may be reused, such as
Cone anchorage and the lifting equipment often having to drawing reinforcing bar, cooperation building-site, such as tower crane or digging machine, 1 operating personnel can be real
Existing tensioning lock out operation, consumptive material are mainly reflected in plastic tube, and 20 meters of plastic tubes of each pile crown mean consumption calculate, Expenses Cost 30
Member, but overall efficacy is high, it is at low cost, there is biggish competition potential.With the current most common pure hand breaking stake of building trade
Head is reference, and every cubic metre of pile head breaking needs artificial and machinery expenses at least at 200 yuan or more, and uses this item destination party
If case is implemented, work efficiency can improve at least 10 times or more, and noiseless and dust pollution, the also recyclable benefit of the pile crown of rejecting
With having high economic benefit and prospect.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the principle of the present invention, it can also make several improvements and retouch, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (9)
1. a kind of exempt from broken apart concrete filling pile head, it is characterised in that: mixed including bored concrete pile framework of steel reinforcement and perfusion
There are longitudinal reinforcement and stirrup in solidifying soil, the pile foundation portion of the bored concrete pile framework of steel reinforcement, and the pile crown portion of the bored concrete pile framework of steel reinforcement has
Longitudinal reinforcement；Suit is longitudinally separated casing, the bored concrete pile steel on the longitudinal reinforcement in the pile crown portion of the bored concrete pile framework of steel reinforcement
The bottom in the pile crown portion of tendons skeleton is provided with lateral separation casing, and the lateral separation casing is arranged in " well " font, and center is stayed
The vacancy of tremie is transferred out；And casing protection reinforcing bar is equipped in the lateral separation casing.
A kind of exempt from broken apart concrete filling pile head 2. according to claim 1, it is characterised in that: the transverse direction
Separation sleeve pipe includes the first lateral separation casing and the second lateral separation casing, and the first lateral separation casing and second is laterally
Separation sleeve pipe is vertically installed in the bottom in the pile crown portion of bored concrete pile framework of steel reinforcement.
A kind of exempt from broken apart concrete filling pile head 3. according to claim 1 or 2, it is characterised in that: described
Lateral separation casing length is greater than the stake diameter 10cm in the pile crown portion of bored concrete pile framework of steel reinforcement.
A kind of exempt from broken apart concrete filling pile head 4. according to claim 1, it is characterised in that: the perfusion
The bottom in the pile crown portion of stake framework of steel reinforcement is also equipped with positioning ring, and the positioning ring is mounted on the bored concrete pile framework of steel reinforcement
Pile crown portion framework of steel reinforcement outside, the outer diameter of the positioning ring is identical as the filling pile head outer diameter, dispose pile body
When steel reinforcement cage, the positioning ring is stake top elevation location.
A kind of exempt from broken apart concrete filling pile head 5. according to claim 4, it is characterised in that: the longitudinal direction
The lower end of separation sleeve pipe and the lower end of positioning ring are in the same plane.
A kind of exempt from broken apart concrete filling pile head 6. according to claim 1, it is characterised in that: the longitudinal direction
The upper end of separation sleeve pipe is flushed with the top of the longitudinal reinforcement in pile crown portion.
A kind of exempt from broken apart concrete filling pile head 7. according to claim 1, it is characterised in that: the longitudinal direction
Adhesive tape packet header after longitudinal reinforcement is entangled in the top adhesive tape sealing head of separation sleeve pipe, lower end, cement slurry when preventing concreting
Into.
A kind of exempt from broken apart concrete filling pile head 8. according to claim 1 or 2, it is characterised in that: described
The diameter 16-20mm of lateral separation casing, wall thickness 2mm；It is vertical slightly larger than pile crown steel essence cage to be longitudinally separated casing diameter
To the diameter of reinforcing bar, wall thickness is not less than 1mm.
A kind of exempt from broken apart concrete filling pile head 9. according to claim 1, it is characterised in that: the longitudinal direction
The material of separation sleeve pipe and lateral separation casing is PVC plastic pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811240472.9A CN109183783B (en) | 2018-10-24 | 2018-10-24 | Breaking-free separated pile head of concrete filling pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811240472.9A CN109183783B (en) | 2018-10-24 | 2018-10-24 | Breaking-free separated pile head of concrete filling pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109183783A true CN109183783A (en) | 2019-01-11 |
| CN109183783B CN109183783B (en) | 2023-10-24 |
Family
ID=64942865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811240472.9A Active CN109183783B (en) | 2018-10-24 | 2018-10-24 | Breaking-free separated pile head of concrete filling pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109183783B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989394A (en) * | 2019-05-14 | 2019-07-09 | 贵州建工集团有限公司 | A kind of cast-in-place concrete pile section stake partition and its construction method |
| CN110835911A (en) * | 2019-11-22 | 2020-02-25 | 中冶(北京)交通科技发展有限公司 | Quick-separating concrete pouring pile head |
| CN111395342A (en) * | 2020-03-26 | 2020-07-10 | 中国一冶集团有限公司 | Construction method for cast-in-place pile broken pile head, auxiliary isolation net and preparation method of auxiliary isolation net |
| CN112681300A (en) * | 2020-12-24 | 2021-04-20 | 中国十九冶集团有限公司 | Construction method of manual hole digging pile |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1154433A (en) * | 1996-01-15 | 1997-07-16 | 周志祥 | Art for producing horizontal prestressed composite beam |
| CN1912254A (en) * | 2006-08-11 | 2007-02-14 | 胡柏英 | A prestressed concrete steel pipe composite pile and its manufacturing and construction method |
| CN101067301A (en) * | 2007-02-14 | 2007-11-07 | 中铁西北科学研究院有限公司 | Multi-anchoring point antisliding pile adapted to multilayer slide surface and deep sliding face |
| JP2008214890A (en) * | 2007-02-28 | 2008-09-18 | Nippon Steel Corp | Pile head gripping device for steel pipe pile and construction method of steel pipe pile |
| FR2927097A1 (en) * | 2008-05-23 | 2009-08-07 | Air Liquide | Cylindrical load-bearing pile for supporting circular reservoir of air separation and liquefaction plant, has pile head including anchoring element that anchors element i.e. circular reservoir, of separation and liquefaction plant to head |
| CN101775772A (en) * | 2010-02-01 | 2010-07-14 | 张东省 | Sloping tensioning method two-way prestressed concrete pavement construction method |
| CN101942833A (en) * | 2010-09-30 | 2011-01-12 | 建研地基基础工程有限责任公司 | Frameless unbonded post-tensioned prestressed uplift filling pile and construction method thereof |
| CN102425159A (en) * | 2011-08-31 | 2012-04-25 | 浙江大学城市学院 | Pile cutting construction method of bored concrete pile |
| CN102518124A (en) * | 2011-11-30 | 2012-06-27 | 中交隧道工程局有限公司 | Method for chiseling away cast-in-place pile head concrete rapidly |
| CN102561212A (en) * | 2012-01-19 | 2012-07-11 | 浙江大学 | Method for strengthening vertical crack of single-pillar concrete pier |
| CN202347519U (en) * | 2011-11-30 | 2012-07-25 | 中交隧道工程局有限公司 | Fast-separating pile head of concrete cast-in-place pile |
| CN202559344U (en) * | 2012-05-14 | 2012-11-28 | 天津建城基业集团有限公司 | Prestressed concrete foundation hollow rectangular pile |
| CN104563102A (en) * | 2014-10-13 | 2015-04-29 | 叶长青 | Screw pile, manufacture method thereof, and construction method of screw pile |
| CN204919552U (en) * | 2015-07-14 | 2015-12-30 | 邓浩 | Novel broken stake machine of static pressure |
| CN106759876A (en) * | 2016-11-15 | 2017-05-31 | 南宁职业技术学院 | A kind of assembly concrete building element tenon riveting formula design and construction method |
| CN107227733A (en) * | 2017-06-29 | 2017-10-03 | 中国冶集团有限公司 | A kind of bored concrete pile steel reinforcement cage cutting method under water |
| CN107364345A (en) * | 2017-03-29 | 2017-11-21 | 佛山市沫汎汽车用品有限公司 | A kind of new-energy automobile charging equipment easy to control |
| CN108104116A (en) * | 2018-01-19 | 2018-06-01 | 中建筑港集团有限公司 | A kind of filling pile head processing method and Quick Release pile crown bored concrete pile |
| CN108252297A (en) * | 2018-01-19 | 2018-07-06 | 河海大学 | A kind of anchor thorn bored concrete pile and its construction method |
| CN108560539A (en) * | 2018-05-24 | 2018-09-21 | 北京良乡蓝鑫水利工程设计有限公司 | A kind of filling pile head device for excising and its construction method |
| CN209178986U (en) * | 2018-10-24 | 2019-07-30 | 南宁职业技术学院 | It is a kind of to exempt from broken apart concrete filling pile head |
-
2018
- 2018-10-24 CN CN201811240472.9A patent/CN109183783B/en active Active
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1154433A (en) * | 1996-01-15 | 1997-07-16 | 周志祥 | Art for producing horizontal prestressed composite beam |
| CN1912254A (en) * | 2006-08-11 | 2007-02-14 | 胡柏英 | A prestressed concrete steel pipe composite pile and its manufacturing and construction method |
| CN101067301A (en) * | 2007-02-14 | 2007-11-07 | 中铁西北科学研究院有限公司 | Multi-anchoring point antisliding pile adapted to multilayer slide surface and deep sliding face |
| JP2008214890A (en) * | 2007-02-28 | 2008-09-18 | Nippon Steel Corp | Pile head gripping device for steel pipe pile and construction method of steel pipe pile |
| FR2927097A1 (en) * | 2008-05-23 | 2009-08-07 | Air Liquide | Cylindrical load-bearing pile for supporting circular reservoir of air separation and liquefaction plant, has pile head including anchoring element that anchors element i.e. circular reservoir, of separation and liquefaction plant to head |
| CN101775772A (en) * | 2010-02-01 | 2010-07-14 | 张东省 | Sloping tensioning method two-way prestressed concrete pavement construction method |
| CN101942833A (en) * | 2010-09-30 | 2011-01-12 | 建研地基基础工程有限责任公司 | Frameless unbonded post-tensioned prestressed uplift filling pile and construction method thereof |
| CN102425159A (en) * | 2011-08-31 | 2012-04-25 | 浙江大学城市学院 | Pile cutting construction method of bored concrete pile |
| CN202347519U (en) * | 2011-11-30 | 2012-07-25 | 中交隧道工程局有限公司 | Fast-separating pile head of concrete cast-in-place pile |
| CN102518124A (en) * | 2011-11-30 | 2012-06-27 | 中交隧道工程局有限公司 | Method for chiseling away cast-in-place pile head concrete rapidly |
| CN102561212A (en) * | 2012-01-19 | 2012-07-11 | 浙江大学 | Method for strengthening vertical crack of single-pillar concrete pier |
| CN202559344U (en) * | 2012-05-14 | 2012-11-28 | 天津建城基业集团有限公司 | Prestressed concrete foundation hollow rectangular pile |
| CN104563102A (en) * | 2014-10-13 | 2015-04-29 | 叶长青 | Screw pile, manufacture method thereof, and construction method of screw pile |
| CN204919552U (en) * | 2015-07-14 | 2015-12-30 | 邓浩 | Novel broken stake machine of static pressure |
| CN106759876A (en) * | 2016-11-15 | 2017-05-31 | 南宁职业技术学院 | A kind of assembly concrete building element tenon riveting formula design and construction method |
| CN107364345A (en) * | 2017-03-29 | 2017-11-21 | 佛山市沫汎汽车用品有限公司 | A kind of new-energy automobile charging equipment easy to control |
| CN107227733A (en) * | 2017-06-29 | 2017-10-03 | 中国冶集团有限公司 | A kind of bored concrete pile steel reinforcement cage cutting method under water |
| CN108104116A (en) * | 2018-01-19 | 2018-06-01 | 中建筑港集团有限公司 | A kind of filling pile head processing method and Quick Release pile crown bored concrete pile |
| CN108252297A (en) * | 2018-01-19 | 2018-07-06 | 河海大学 | A kind of anchor thorn bored concrete pile and its construction method |
| CN108560539A (en) * | 2018-05-24 | 2018-09-21 | 北京良乡蓝鑫水利工程设计有限公司 | A kind of filling pile head device for excising and its construction method |
| CN209178986U (en) * | 2018-10-24 | 2019-07-30 | 南宁职业技术学院 | It is a kind of to exempt from broken apart concrete filling pile head |
Non-Patent Citations (2)
| Title |
|---|
| MAURO MORANA;MATTHIAS WEGSCHEIDER;ALBERTA BONANNI;NIKOS KOPIDAKIS;SEAN SHAHEEN;MARKUS SCHARBER;ZHENGGUO ZHU;DAVID WALLER;RUSSELL G: "Bipolar Charge Transport in PCPDTBT‐PCBM Bulk‐Heterojunctions for Photovoltaic Applications", vol. 18, no. 12, XP001513425, DOI: 10.1002/adfm.200701428 * |
| 张杨洋;孔令贵;李忠祥;: "灌注桩桩头快速整体破除法研究及应用实践", 西北水电, no. 01 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109989394A (en) * | 2019-05-14 | 2019-07-09 | 贵州建工集团有限公司 | A kind of cast-in-place concrete pile section stake partition and its construction method |
| CN110835911A (en) * | 2019-11-22 | 2020-02-25 | 中冶(北京)交通科技发展有限公司 | Quick-separating concrete pouring pile head |
| CN111395342A (en) * | 2020-03-26 | 2020-07-10 | 中国一冶集团有限公司 | Construction method for cast-in-place pile broken pile head, auxiliary isolation net and preparation method of auxiliary isolation net |
| CN112681300A (en) * | 2020-12-24 | 2021-04-20 | 中国十九冶集团有限公司 | Construction method of manual hole digging pile |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109183783B (en) | 2023-10-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109183783A (en) | It is a kind of to exempt from broken apart concrete filling pile head | |
| CN106013192B (en) | A kind of method of cofferdam construction after steel sheet-pile cofferdam elder generation multilayer inner support is integrally transferred | |
| CN101634146B (en) | Manually digging hole full-steel cylinder-wall protecting construction device for building pile foundation and construction method thereof | |
| CN104563147B (en) | Composite structure pile foundation applied to karst area and construction method of composite structure pile foundation | |
| CN109487955A (en) | A kind of precast concrete column in-situ cast-in-place construction method | |
| CN205348724U (en) | Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting | |
| CN209178986U (en) | It is a kind of to exempt from broken apart concrete filling pile head | |
| CN108978661A (en) | Cast-in-situ bored pile pulls out construction method | |
| CN106351245A (en) | Tower crane foundation base and construction method thereof | |
| CN201826302U (en) | Boring device for large-diameter cast-in-situ thin-walled concrete composite pile | |
| CN105908991B (en) | A kind of reverse Demolition Construction method of floor suspension type | |
| CN113668529A (en) | Construction method for breaking and removing pile head with template based on steel wedge-shaped gap | |
| CN101892764B (en) | Method for building enclosing wall | |
| CN102345287A (en) | Construction method of large-diameter cast-in-situ thin-wall concrete composite pile and special hole forming device | |
| CN204112318U (en) | A kind of technique device improving CFG guncreting pile bearing capacity | |
| CN218029036U (en) | Protection structure for construction on inclined plate | |
| CN201236340Y (en) | Novel tool type hanging steel bar | |
| CN103132511A (en) | Pile-forming method and pile-forming device for static pressure immersed tube expanded-base cast-in-place pile | |
| CN108086309B (en) | Mini pile reinforcement cage installation method | |
| CN109403326A (en) | Serious collapse hole occurs based on drilled pile and takes out steel reinforcement cage method | |
| CN205576902U (en) | Pile foundation of stress tube in advance of removable screw rod | |
| CN208854833U (en) | A kind of prefabricated components reserve the grouting of hanging ring hole and use formwork structure | |
| CN207092089U (en) | A kind of pile foundation pile crown auxiliary cuts device | |
| CN111764388A (en) | A kind of special geological pile foundation construction equipment and construction method | |
| CN2811394Y (en) | Soil-cement pile and spile integrated pile driver |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |