CN106013093B - A kind of pile construction method - Google Patents
A kind of pile construction method Download PDFInfo
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- CN106013093B CN106013093B CN201610414527.8A CN201610414527A CN106013093B CN 106013093 B CN106013093 B CN 106013093B CN 201610414527 A CN201610414527 A CN 201610414527A CN 106013093 B CN106013093 B CN 106013093B
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- tamping tube
- inner tamping
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- disk
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 claims abstract description 41
- 238000005516 engineering process Methods 0.000 claims abstract description 30
- 230000003993 interaction Effects 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims description 40
- 239000000945 filler Substances 0.000 claims description 33
- 238000007599 discharging Methods 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 7
- 230000006835 compression Effects 0.000 claims description 7
- 238000007906 compression Methods 0.000 claims description 7
- 230000000903 blocking effect Effects 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 235000021050 feed intake Nutrition 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
Abstract
The invention discloses a kind of pile construction method, including in place, immersed tube step, immersed tube methods：The pressurization static-pressure system for starting stake construction equipment and the inner tube in immersed tube system, interaction pressurization and interior rammer, set depth is sunk down by immersed tube system.Present invention improves over immersed tube technique, charging technology improves work efficiency, is that a kind of flow is controllable, pile driving construction new technology of reliable in quality.
Description
Technical field
The present invention relates to a kind of construction methods.
Background technology
Existing static pressure cast stake, prefabricated pile, club-footed pile, composite pile construction technology, wherein hidden pipe pile technique, base expanding and base expanding work
Skill, charging technology, core-inserting pile technique have much room for improvement, ergonomicity to be improved.
Existing 1200 tons of pile press machine maximum pile driving pressure（Dead weight+counterweight）, 800 tons of maximum extract force, maximum is at full capacity
1200+800=2000 tons, general place is difficult to meet construction requirement.
Invention content
The purpose of the present invention is to provide a kind of easy for construction, pile press machine lacks the construction method of the stake of counterweight.
Technical solution of the invention is：
A kind of construction method, including in place, immersed tube step, it is characterized in that：Immersed tube method：
The pressurization static-pressure system for starting stake construction equipment and the inner tube in immersed tube system, interaction pressurization and interior rammer, by immersed tube system
System sinks down into set depth；Specific method includes：
A) the following length of disk being rammed on inner tube hammer and being not more than outer length of tube, the dead weight of stake machine meets the premise of pile driving pressure with Beijing South Maxpower Technology Co. Ltd
Under, interaction pressurization and interior rammer；Under the premise of stake machine dead weight counterweight cannot meet pile driving pressure, interior rammer sinks；
B) the following length of disk being rammed on inner tamping tube hammer and being more than outer length of tube, the dead weight of stake machine meets the premise of pile driving pressure with Beijing South Maxpower Technology Co. Ltd
Under, interaction pressurization is rammed with interior；Under the premise of stake machine dead weight counterweight cannot meet pile driving pressure, sinking is inside rammed.
After immersed tube, base expanding and base expanding is first carried out, then poured；It is described pour for：Inner tamping tube system is above put forward, pile body or decentralization are poured
Precast pile；Immersed tube system is the single steel outer tube for setting rigidity, single steel inner tamping tube and coupling arrangement；Inner tamping tube outer diameter is less than outer tube
Internal diameter；
The method of base expanding and base expanding is：By setting inventory, the height that the feeds intake H=volume that feeds intake V puts into filler material；Inner tamping tube top is set
Not less than ramming disk on outer tube diameter, inner tamping tube lower part is set no more than ramming disk under outer tube diameter；It is upper and lower ram disk with it is interior
It rams pipe and forms inner tamping tube hammer；Charging technology is used in combination using one of following two kinds of methods or two kinds of methods：
（One）Inner tamping tube inner cavity charging technology：
Filler material is dosed to inner tamping tube inner cavity, when being dosed to inner tamping tube inner cavity, is thrown using from inner tamping tube top open part
Material feeds intake from inner tamping tube lateral opening hole；Then outer tube is pulled out on to certain altitude h >=0, above carries inner tamping tube, and filler material is from interior rammer
Bottom of the tube falls, by embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, above pull up plug in outer tube to stake
Bottom distance C is 10-30cm, forms resistance to compression, resistance to plucking enlarged footing；
（Two）Inner and outer pipes cavity charging technology：Cavity filler material being dosed between inner and outer pipes；Disk is rammed under inner tamping tube
Upper setting discharging structure, and discharging structure keeps off the re-entrant portion between inner and outer pipes, blocking discharging, inner tamping tube when inner tamping tube pushing
Discharging structure opens discharging when above carrying；By embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, above pull out
Underthrust outer tube is 10-30cm to stake bottom distance C, forms resistance to compression, resistance to plucking enlarged footing.
The discharging structure includes that annular is arranged the dentation flap valve that disc main body periphery is rammed under inner tamping tube, dentation flap valve with
Under ram disk activity connection；Inner tamping tube pushes, and disk is rammed under being pushed up on the soil body, and dentation flap valve horizontal direction opens gear between inner and outer pipes
Re-entrant portion, formed major diameter under ram disk, at this time dentation flap valve blocking discharging；Carried on inner tamping tube, under ram disk and leave soil
Body, annular falls dentation flap valve naturally, is formed under minor diameter and rams disk, the cavity between inner and outer pipes is not stopped, is smoothly gone out
Material.
Under ram disk use steel plate back cover, the steel plate be spend poroid, loose-leaf shape or flap valve shape.
Charging technology method（One）The filler material is from inner tamping tube base falls：Filler material rams under from disc floret hole,
It falls at loose-leaf opening, at flap valve shape opening, at the disengagement of inner cavity or at inner and outer pipes cavity；Side channel is offered in inner tamping tube lower part
Hole, under ram disk and be fixedly connected with connecting plate, connecting plate is covered on the side channel hole, and connecting plate top is fixedly mounted with can be in side channel hole
In the bolt that moves up and down；It refers to that disk is rammed under inner tamping tube when being pulled out on inner tamping tube that the inner cavity, which disengages, under inner tamping tube side channel hole
It falls, connecting plate, which synchronizes, to fall, and side channel hole is opened；Fall at the inner and outer pipes cavity refers to that inner tamping tube inner cavity feeds intake height more than interior
Tube cavity tapping is rammed to overflow naturally；
Or charging technology method（One）The filler material is from inner tamping tube base falls：It is opened up out in inner tamping tube lower side
Material mouth, filler material fall from discharge port.
Present invention improves over single immersed tube techniques, increase single tube, the two-tube, warehouse section that fetches earth fetches earth, full soil extracting process
And pressure fills, pre- stirring concrete earth mixture technique；Increase down-hole hammer impacting with high pressure underground obstacle and down-hole hammer high pressure
Churning cement industry；It is compounded with pressurization and interacts technique with interior rammer, interior rammer interacts technique, vibratory process integration；Pile press machine is matched less
Weight even zero counterweight, also can normal immersed tube, greatly improve work efficiency.
Present invention improves over the discharging technologies that feeds intake, on the basis of original inner tamping tube hammers inner cavity charging technology into shape；In increasing
Outer tube cavity charging technology, and improve corresponding discharging technology, and compound inner tamping tube hammer inner cavity charging technology and inside and outside
Pipe cavity charging technology；Substantially increase work efficiency.
Present invention improves over base expanding and base expanding techniques to increase interior on the basis of single inner tamping tube now pressurizes filler material base expanding and base expanding
Outer tube immersed tube system base expanding and base expanding；It on the basis of present single inner tamping tube pressing technology, increases and rams, be compounded with pressurization, interior rammer,
Ram technique in pressurization, pressurize repeatedly, inside ram, interaction pressurization, it is interior ram, pulled up on inner and outer pipe it is slotting, formed resistance to compression resistance to plucking expand
Major part can control the size shape of enlarged footing, form rammed bulb pile, moreover it is possible to control enlarged footing surrounding soil by setting coefficient
Compacted degree, formed carrier pile, moreover it is possible to the size for controlling terminal piling pressure estimates the size of single pile ultimate compressive bearing capacity,
Form club-footed pile.
Present invention improves over immersed tube technique, charging technology, base expanding and base expanding technique improves work efficiency, is that a kind of flow is controllable, quality
Reliable static-pressure expanding bottom pile new technology.
With reference to embodiment, the invention will be further described.
Specific implementation mode
A kind of construction method, including
（One）In place：Equipment immersed tube system is located on the stake position set, or the stake position nearside constructed, or
The cement earth pile position center constructed；It can pre- embedded shoe on stake position；
（Two）Immersed tube：Equipment immersed tube system is sunk down into set depth；
（Three）It pours：Inner tamping tube system is above put forward, pile body or decentralization precast pile are poured；
（Four）Tube drawing：To prefabricated pile：Outer tube is extracted, gap filler material, curing agent around prefabricated stake body are filled in completely,
Forming pile；To present walling pile：Extract outer tube, armored concrete forming pile；Also outer tube, concrete filled steel tube forming pile can not be pulled out；
Step（One）In immersed tube system be the single steel outer tube for setting rigidity, single steel inner tamping tube and coupling arrangement；Inner tamping tube
Outer diameter is less than outer tube diameter；
Immersed tube method：
The pressurization static-pressure system for starting stake construction equipment and the inner tube in immersed tube system, interaction pressurization and interior rammer, by immersed tube system
System sinks down into set depth；Specific method includes：
A) the following length of disk being rammed on inner tube hammer and being not more than outer length of tube, the dead weight of stake machine meets the premise of pile driving pressure with Beijing South Maxpower Technology Co. Ltd
Under, interaction pressurization（Immersed tube system of pressurizeing is sunk）With interior rammer（Inner tamping tube hammer, freely falling body are above carried, disk is rammed on inner tamping tube hammer
Outer tube is driven to sink together）；Under the premise of stake machine dead weight counterweight cannot meet pile driving pressure, interior rammer sinks（Inner tamping tube is above carried to hammer into shape, certainly
Ramming disk by falling bodies, on inner tamping tube hammer drives outer tube to sink together）；
B) the following length of disk being rammed on inner tamping tube hammer and being more than outer length of tube, the dead weight of stake machine meets the premise of pile driving pressure with Beijing South Maxpower Technology Co. Ltd
Under, interaction pressurization（Immersed tube system of pressurizeing is sunk）It is rammed with interior（Inner tamping tube hammer, freely falling body are above carried, inner tamping tube is hammered into shape outside first punching
The soil body under nozzle or soil-cement body, then on ram disk drive outer tube sink together）；Stake machine dead weight counterweight cannot meet piling
Under the premise of power, sinking is inside rammed（Above carry inner tamping tube bell, freely falling body, the soil body or water under the first punching outer spout of inner tamping tube hammer
Soil body, then on ram disk drive outer tube sink together）.
After immersed tube, base expanding and base expanding is first carried out, then poured；Immersed tube system is the single steel outer tube for setting rigidity, single steel inner tamping tube
And coupling arrangement；Inner tamping tube outer diameter is less than outer tube diameter；
The method of base expanding and base expanding is：By setting inventory, the height that the feeds intake H=volume that feeds intake V puts into filler material；Both when can be with immersed tube
It feeds intake, can also feed intake when base expanding and base expanding, with with throwing, guarantee feed is synchronous in time, saves first time and each time gradation point
The time to feed intake is measured, work efficiency is substantially increased.Inner tamping tube top is set not less than disk is rammed on outer tube diameter, and inner tamping tube lower part is set
No more than ramming disk under outer tube diameter；Upper and lower disk of ramming forms inner tamping tube hammer with inner tamping tube；Drop hammer certainly built in inner tamping tube hammer,
Hydraulic hammer, electrically operated hammer, down-hole hammer or diesel hammer.Charging technology is using one of following two kinds of methods or two kinds of methods are compound makes simultaneously
With：
（One）Inner tamping tube inner cavity charging technology：
Filler material is dosed to inner tamping tube inner cavity, when being dosed to inner tamping tube inner cavity, is thrown using from inner tamping tube top open part
Material feeds intake from inner tamping tube lateral opening hole；Then outer tube is pulled out on to certain altitude h >=0, above carries inner tamping tube, and filler material is from interior rammer
Bottom of the tube falls, by embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, above pull up plug in outer tube to stake
Bottom distance C is 10-30cm, forms resistance to compression, resistance to plucking enlarged footing；
（Two）Inner and outer pipes cavity charging technology：Inner and outer pipes cavity charging technology：Filler material is dosed between inner and outer pipes
Cavity；It is rammed under inner tamping tube and discharging structure is set on disk, and discharging structure keeps off the cavity between inner and outer pipes when inner tamping tube pushing
Position（It can be the cavity between cavity or the partially enclosed inner and outer pipes all closed between inner and outer pipes）, blocking discharging, interior rammer
Discharging structure opens discharging when being carried on pipe；By embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, on
It is 10-30cm that plug in outer tube, which is pulled up, to stake bottom distance C, forms resistance to compression, resistance to plucking enlarged footing.
The discharging structure includes that annular is arranged the dentation flap valve that disc main body periphery is rammed under inner tamping tube, dentation flap valve with
Under ram disk activity connection；Inner tamping tube pushes, and disk is rammed under being pushed up on the soil body, and dentation flap valve horizontal direction opens gear between inner and outer pipes
Re-entrant portion, formed major diameter under ram disk, at this time dentation flap valve blocking discharging；Carried on inner tamping tube, under ram disk and leave soil
Body, annular falls dentation flap valve naturally, is formed under minor diameter and rams disk, the cavity between inner and outer pipes is not stopped, is smoothly gone out
Material.It ensure that inner and outer pipes cavity goes down the discharge space of disk to greatest extent, thin mixture can discharge in cement mortar, in concrete
Thick mixture can also discharge；
Under ram disk use steel plate back cover, the steel plate be spend poroid, loose-leaf shape or flap valve shape.
Charging technology method（One）The filler material is from inner tamping tube base falls：Filler material rams under from disc floret hole,
It falls at loose-leaf opening, at flap valve shape opening, at the disengagement of inner cavity or at inner and outer pipes cavity；Side channel is offered in inner tamping tube lower part
Hole, under ram disk and be fixedly connected with connecting plate, connecting plate is covered on the side channel hole, and connecting plate top is fixedly mounted with can be in side channel hole
In the bolt that moves up and down；It refers to that disk is rammed under inner tamping tube when being pulled out on inner tamping tube that the inner cavity, which disengages, under inner tamping tube side channel hole
It falls, connecting plate, which synchronizes, to fall, and side channel hole is opened；Fall at the inner and outer pipes cavity refers to that inner tamping tube inner cavity feeds intake height more than interior
Tube cavity tapping is rammed to overflow naturally；
Or charging technology method（One）The filler material is from inner tamping tube base falls：It is opened up out in inner tamping tube lower side
Material mouth, filler material fall from discharge port.
Inner tamping tube internal upper part, which is set, hangs bolt.
Sensor is embedded on outer tube and inner tamping tube, sensor acquires pressure, injection degrees of data is synchronized by internet and passed
Transport to terminal.
On ram disk be hollow annular；Inner tamping tube bottom uses steel plate back cover.
Step（Four）After extracting outer tube, the filler material for filling in gap around pile body is middle fine grained, consolidation powder, cement, stone
One or more of ash, gypsum, construction waste, industrial waste, cement mixture, dry and wet concrete, dry and wet cement mortar；Gu
Agent is to mix the liquid or powdery of one or more of waterglass, active matter, swelled ground to consolidate powder, cement as major ingredient
Reinforcement of soft soil material.
Claims (1)
1. a kind of pile construction method, including in place, immersed tube step, it is characterized in that：Immersed tube method：
The pressurization static-pressure system for starting stake construction equipment and the inner tube in immersed tube system, interaction pressurization and interior rammer, will be under immersed tube system
It is sink to set depth；Specific method includes：
A) the following length of disk being rammed on inner tamping tube hammer and being not more than outer length of tube, the dead weight of stake machine meets the premise of pile driving pressure with Beijing South Maxpower Technology Co. Ltd
Under, interaction pressurization is sunk with interior rammer；Under the premise of stake machine dead weight counterweight cannot meet pile driving pressure, interior rammer sinks；The interaction adds
Pressure refers to：Immersed tube system of pressurizeing is sunk；The Inner rams：Above carry inner tamping tube hammer, freely falling body, the upper rammer of inner tamping tube hammer
Hitting disk drives outer tube to sink together；
B) the following length of disk is rammed on inner tamping tube hammer be more than outer length of tube, under the premise of the dead weight of stake machine meets pile driving pressure with Beijing South Maxpower Technology Co. Ltd,
Interaction pressurization rams sinking with interior；Under the premise of stake machine dead weight counterweight cannot meet pile driving pressure, sinking is inside rammed；It is rammed in described
Sinking refers to：Above carry inner tamping tube bell, freely falling body, the soil body or soil-cement body under the first punching outer spout of inner tamping tube hammer, then on
Ramming disk drives outer tube to sink together；
After immersed tube, base expanding and base expanding is first carried out, then poured；It is described pour for：Inner tamping tube system is above put forward, pile body is poured or decentralization is prefabricated
Pile body；Immersed tube system is the single steel outer tube for setting rigidity, single steel inner tamping tube and coupling arrangement；Inner tamping tube outer diameter is less than in outer tube
Diameter；
The method of base expanding and base expanding is：By setting inventory, the height that the feeds intake H=volume that feeds intake V puts into filler material；Inner tamping tube top sets not small
In ramming disk on outer tube diameter, inner tamping tube lower part is set no more than ramming disk under outer tube diameter；Ram disk and inner tamping tube above and below
Form inner tamping tube hammer；Charging technology is used in combination using one of following two kinds of methods or two kinds of methods：
（One）Inner tamping tube inner cavity charging technology：
Filler material is dosed to inner tamping tube inner cavity, when being dosed to inner tamping tube inner cavity, using feeding intake from inner tamping tube top open part or
It feeds intake from inner tamping tube lateral opening hole；Then outer tube is pulled out on to certain altitude h >=0, above carries inner tamping tube, and filler material is from inner tamping tube bottom
Subordinate falls, by embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, above pull up plug in outer tube to stake bottom away from
It is 10-30cm from C, forms resistance to compression, resistance to plucking enlarged footing；
（Two）Inner and outer pipes cavity charging technology：Cavity filler material being dosed between inner and outer pipes；It rams on disk and sets under inner tamping tube
Discharging structure is set, and discharging structure keeps off the re-entrant portion between inner and outer pipes when inner tamping tube pushing, blocking discharges, and is carried on inner tamping tube
When discharging structure open discharging；By embracing pressure, top pressure or a counter-pressure method pressurize repeatedly and/or it is interior ram filler material, above pull up slotting
Outer tube is 10-30cm to stake bottom distance C, forms resistance to compression, resistance to plucking enlarged footing；
The discharging structure includes that the dentation flap valve that disc main body periphery is rammed under inner tamping tube, dentation flap valve and lower rammer is arranged in annular
Hit disk activity connection；Inner tamping tube pushes, and disk is rammed under being pushed up on the soil body, and dentation flap valve horizontal direction opens sky of the gear between inner and outer pipes
Cavity portion position forms under major diameter and rams disk, the discharging of dentation flap valve blocking at this time；Carried on inner tamping tube, under ram disk and leave the soil body, tooth
Naturally annular falls shape flap valve, is formed under minor diameter and rams disk, the cavity between inner and outer pipes is not stopped, smoothly discharged；
Under ram disk use steel plate back cover, the steel plate be spend poroid, loose-leaf shape or flap valve shape；
Charging technology method（One）The filler material is from inner tamping tube base falls：Filler material rammed under from disc floret hole, loose-leaf
It falls at opening, at flap valve shape opening, at the disengagement of inner cavity or at inner and outer pipes cavity；Side channel hole is offered in inner tamping tube lower part, under
Disk is rammed to be fixedly connected with connecting plate, connecting plate is covered on the side channel hole, connecting plate top be fixedly mounted with can be in side channel hole on
The bolt of lower movement；It refers to that disk is rammed under inner tamping tube when being pulled out on inner tamping tube that the inner cavity, which disengages, is fallen along inner tamping tube side channel hole, even
Fishplate bar, which synchronizes, to fall, and side channel hole is opened；Fall at the inner and outer pipes cavity refers to that inner tamping tube inner cavity feeds intake height more than inner tamping tube
Inner cavity tapping overflows naturally；
Or charging technology method（One）The filler material is from inner tamping tube base falls：Discharging is opened up in inner tamping tube lower side
Mouthful, filler material falls from discharge port.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610414527.8A CN106013093B (en) | 2016-06-15 | 2016-06-15 | A kind of pile construction method |
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|---|---|---|---|
| CN201610414527.8A CN106013093B (en) | 2016-06-15 | 2016-06-15 | A kind of pile construction method |
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| CN106013093A CN106013093A (en) | 2016-10-12 |
| CN106013093B true CN106013093B (en) | 2018-09-11 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759332A (en) * | 2016-12-06 | 2017-05-31 | 朱建新 | The construction method and construction equipment of stake |
| CN109098172A (en) * | 2018-09-17 | 2018-12-28 | 朱建新 | The construction method of stake |
| CN112281841A (en) * | 2020-10-22 | 2021-01-29 | 陈远 | Construction method of assembled deep foundation pile |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB402799A (en) * | 1932-05-09 | 1933-12-11 | Marcel Gallai Hatchard | Improvements relating to piling foundations |
| GB862630A (en) * | 1959-07-09 | 1961-03-15 | Dicht Ag | Method of and apparatus for the construction of piles cast in situ from concrete |
| CN100434597C (en) * | 2006-08-25 | 2008-11-19 | 中机工程勘察设计研究院 | Construction method of immersed tube club-footed bored concrete pile |
| CN102226341A (en) * | 2011-04-25 | 2011-10-26 | 朱建新 | Construction method for piles |
| CN102733377B (en) * | 2012-04-25 | 2014-01-29 | 王继忠 | Method for constructing concrete pile |
| CN105350525A (en) * | 2015-11-09 | 2016-02-24 | 朱建新 | Construction method for piles |
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Effective date of registration: 20190306 Address after: 226000 Tianbao National Energy Center, 128 Gongnong South Road, Chongchuan District, Nantong City, Jiangsu Province, 17th Floor Patentee after: JIANGSU JINZHUAN FOUNDATION ENGINEERING CO.,LTD. Address before: 226000 Room 104, 19 Xinhaitong Garden, Nantong City, Jiangsu Province Patentee before: Zhu Jianxin |
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Effective date of registration: 20201120 Address after: 17F, Tianbao building, 128 Gongnong South Road, Chongchuan District, Nantong City, Jiangsu Province 226000 Patentee after: Jiangsu Jinzhuang geotechnical Technology Co.,Ltd. Address before: 226000 Nantong City, Jiangsu Province, the 17 building of Tianbao national energy center, No. 128 South Road, worker, farmer, road, Chongchuan District, Sichuan Province Patentee before: JIANGSU JINZHUAN FOUNDATION ENGINEERING Co.,Ltd. |
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Inventor after: Xing Feng Inventor after: Zhu Feng Inventor after: Yao Yaguang Inventor after: Yao Fengxiang Inventor after: Zhu Jianxin Inventor before: Xing Feng Inventor before: Zhu Feng Inventor before: Yao Yaguang Inventor before: Deng Fengxiang Inventor before: Zhu Jianxin |
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Effective date of registration: 20221103 Address after: 226000 Jiangsu Province, Nantong City Xinhai garden building 104 room 19 Patentee after: Zhu Jianxin Address before: 17F, Tianbao building, 128 Gongnong South Road, Chongchuan District, Nantong City, Jiangsu Province 226000 Patentee before: Jiangsu Jinzhuang geotechnical Technology Co.,Ltd. |